TECHNICAL MANUAL ANCHORS & FASTENING SYSTEMS

Transcription

1 TECHNICAL MANUAL ANCHORS & FASTENING SYSTEMS

2 ONLINE ANCHOR DESIGN SOFTWARE CALCULATIONS AND SPECIFICATION FOR CONSTRUCTION Fully featured and easy to use web-based interface Easy 5 step anchor design with 3D modelling of fastening Professional specification of DEWALT fastenings to ETA guidelines Customised anchor design facility KEEP PACE WITH CHANGING CONSTRUCTION ENVIRONMENTS WITH DEWALT DESIGN ASSIST. FOR MORE INFORMATION VISIT

3 Table of contents ANCHORING & FASTENING SYSTEMS Technical Manual for the Design Professional TABLE OF CONTENTS General Information Mechanical Anchors Introduction 2 Icons Used In This Manual 3 Notations Used In This Manual 5 Selection Guide 6 Technical Support 8 Mechanical Anchors 9 PTB-PRO Carbon Steel Zinc Plated 10 Throughbolt PTB-PRO Part 6 Approval - Carbon Steel Zinc Plated 18 PTB-SS-PRO Stainless Steel 21 Drop-In Anchors Screw Anchors DM-PRO Carbon Steel Zinc Plated, Stainless Steel, or Galvanized 27 DM-PRO Part 6 Approval - Carbon Steel Zinc Plated, Stainless Steel, or Galvanized 34 BT (Blue-Tip) Carbon Steel Zinc Plated, Stainless Steel or Galvanized 38 Snake C carbon Steel Zinc Plated AC100-PRO Concrete Anchoring System 52 Vinylester AC100-PRO Masonry Anchoring System 64 AC100-PRO Rebar Anchoring System 71 Pure150-PRO Concrete Anchoring System 77 Epoxy Pure150-PRO Core Drilled Concrete Anchoring System 89 Pure150-PRO Rebar Anchoring System 100 Pure110-PRO Concrete Anchoring System 106 PV50-PRO Concrete Anchoring System 118 Polyester PV45-PRO concrete Anchoring System 127 PV45-PRO Masonry Anchoring System 135 Capsule SC-PRO Concrete Anchoring System 142 GENERAL INFORMATION Disclaimer for Recommendations, Information and Use of Data The recommendations, information and data contained in this manual are put together with the greatest care and accuracy possible. It is based on principles, equations and safety factors set out in the technical documentation of DEWALT Anchors & Fasteners, Inc. that are believed to be correct and current as of June 1, The information and data is subject to change after such date as DEWALT Anchors & Fasteners, Inc. reserves the right to change the designs, materials and specifications of the products in this manual without notice. It is the responsibility of the design professional to ensure that a suitable product is selected, properly designed and used in the intended application. This includes that the selected product and its use is compliant with the applicable building codes and other legal requirements and will satisfy durability and performance criteria and margins of safety which they determine are applicable. The products must be used, handled, applied and installed strictly in accordance with all current instructions for use published by DEWALT Anchors & Fasteners, Inc. The performance data given in this manual are the result of the evaluation of tests conducted under laboratory conditions. It is the responsibility of the designer and installer in charge to consider the conditions on site and to ensure the performance data given in the manual is applicable to the actual conditions. In particular the base material and environmental conditions have to be checked prior to installation. In case of doubt, contact the technical support of DEWALT Anchors & Fasteners, Inc. Limitation of Liability DEWALT Anchors & Fasteners, Inc. offers a limited product warranty to customers or end users that the product meets its applicable specifications. Except for the express warranty in the immediately preceding sentence, DEWALT Anchors & Fasteners, Inc. grants no other warranties, express or implied, regarding the products, their fitness for any purpose, their quality, their merchantability or otherwise. Further, DEWALT Anchors & Fasteners, Inc. shall have no liability with respect to changes in the design, materials and specifications in the products presented in this manual, nor with respect to any product which has been modified or installed improperly, regardless of any specific instructions to the installer. The responsible designer and installer shall indemnify, defend, and hold harmless DEWALT Anchors & Fasteners, Inc. for any and all claimed loss or damage occasioned, in a whole or in part, by the modified products or deviation in product installation procedures. Limitation of Damages DEWALT Anchors & Fasteners, Inc. or its affiliates or their respective officers, members, managers, directors, representatives, agents or employees are not obligated for direct, indirect, incidental or consequential damages, losses or expenses in connection with, or by reason of, the use of, or inability to use the products for any purpose. Implied warranties of merchantability or fitness for a particular purpose are specifically excluded. DEWALT Anchors & Fasteners, Inc. Black-&-Decker-Straße Idstein Germany 1TECH MANUAL 2014 DeWALT VOLUME 1 6/2014

4 Anchor design manual GENERAL INFORMATION ANCHOR DESIGN MANUAL DEWALT is a recognised global leader in designing and manufacturing solutions for the construction industry with extensive expertise in mechanical and adhesive anchors, light-duty fastening and direct fastening systems. TESTED TO EXTREMES The products in this catalogue have been through the most rigorous development and testing programmes and provide innovative solutions with the reassurance of high performance and full compliance with relevant building codes backed by comprehensive technical documentation and design software. As a result, you can be sure of each and every fastener. DEWALT Anchors and Fastening Systems - the first name for construction fastening. END USER RESEARCH On average, we speak to 20,000 users every year as part of the product development process. A comprehensive understanding of the real applications that our users perform enables us to generate product features that are a genuine benefit to our users. INNOVATIVE PRODUCTS To support our users and drive our industry forward, DEWALT consistently develops truly innovative products, across multiple categories. This technical strength is regularly recognised by international design awards. THE COMPLETE RANGE DEWALT supplies a full range of anchors and fastening systems as well as power tools and accessories giving the building contractor and professional tradesman the complete system for construction fixing. USER LOYALTY The cast-iron DEWALT guarantee and premium service network ensures that our users have faith in the quality of our products. First-time buyers will become loyal DEWALT users. DEWALT is heavily involved in end user events across Europe - building our brand reputation, and generating huge excitement around our diverse product portfolio. TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 MECHANICAL ANCHORS ADHESIVE ANCHORS DIRECT FASTENING 2

5 Icons used in this manual ICONS USED IN THIS MANUAL APPLICATION AND USE ICONS The anchor is installed in dry internal conditions, sufficient corrosion protection of carbon steel anchors is provided by a 5 µm minimum zinc coating. The anchor is subject to atmospheric external conditions including industrial and maritime environments, or permanently damp internal conditions, stainless steel or special corrosion resistant coatings are required. Particular aggressive conditions require anchors made of high corrosion resistance (HCR) steel. Such aggressive environments are e.g. splash zone of sea water, chloride atmosphere of indoor swimming pools, or atmosphere with extreme chemical pollution including road tunnels where de icing materials are employed. Certain post installed anchors are only approved for Multiple use for non-structural applications. This means that this specific anchor product and size may only be used for redundant anchorage of nonstructural components. The minimum number of anchors as well as the maximum design load is given in ETAG 001 Part 6. The minimum and maximum ambient temperatures are limited to ensure proper performance over the service life of the anchorage. Currently adhesive anchor systems can be approved for various service temperature ranges. Short term temperatures: vary over short intervals, e.g. day/night cycles and freeze/thaw cycles. Long term temperatures: will be approximately constant over significant periods of time. GENERAL INFORMATION 40/24 C Temperature range: -40 C to +40 C for short term and +24 C for long term temperatures, labeled 40/24 C. 80/50 C 40/24 C Temperature range: -40 C to +80 C for short term and +50 C for long term temperatures, labeled 80/50 C. 72/43 C 40/24 C Temperature range: -40 C to +72 C for short term and +43 C for long term temperatures, labeled 72/43 C. 120/72 C 80/50 C 40/24 C Temperature range: -40 C to +120 C for short term and +72 C for long term temperatures, labeled 120/72 C. Adhesive curing depends on the temperature at which this chemical reaction takes place. For this reason, the minimum installation temperature is defined for the adhesive and the base material. The adhesive anchor system can be approved for various installation temperatures. +5 C Moderate base material temperature as low as +5 C. -5 C Low base material temperature as low as -5 C. -10 C Very low base material temperature as low as -10 C. Curing of adhesives may be inhibited if they get wet during installation, e.g. by moistened bore holes due to rain on the construction site. Approved adhesives are suitable for installation in dry and wet base material. Some adhesives can be installed in completely water filled holes without the curing process being affected negatively. Adhesives can also be used to install reinforcement bars connecting new concrete elements to existing concrete structures. Post-installed rebars are basically designed according to reinforced concrete design codes. 3TECH MANUAL 2014 DeWALT VOLUME 1 6/2014

6 Icons used in this manual GENERAL INFORMATION Anchors may be used in three types of installation configurations: For preset anchors, the anchor is installed first and then the fixture is attached. In this case, the clearance hole in the fixture can be smaller than the drilled hole in the base material. For through installations, the fixture is put in place first and the anchor is then inserted through the clearance hole. In this case, the fixture may be used as a template, but the hole diameter in the fixture must be at least as large as the drilled hole diameter. For a stand off installation, the element to be anchored is mounted in a distance from the surface of the base material. The lever arm of the applied loads creates a bending moment in the anchor bolt which needs to be taken care of in the design process. Anchoring in reinforced concrete may require core drills (diamond coring) where reinforcement is expendable. As adhesive anchors are generally sensitive to the hole roughness, they need to be explicitly approved for application in smooth core drilled holes. APPROVAL AND LISTING ICONS Anchor products holding a European Technical Approval (ETA) are qualified according to one of the following technical guidelines (ETAG): EeTAG 001 for metal anchors installed in concrete. (Option 1 for cracked concrete, Option 7 for uncracked concrete, Part 6 for multiple use for non-structural applications) ETAG 029 for metal injection anchors installed in masonry. eota TR 023 for post-installed reinforcement bars. Products complying with European standards or approvals are marked with the CE Marking. A fire resistance rating provides the duration of fire exposure for which the anchor product is qualified. Ratings within the context of the European Organization of Technical Approvals (EOTA) are based on the following Technical Report (TR): EOTA TR 020 for the evaluation of anchors installed in concrete. In general, the design strength is reduced if exposure to fire is taken into account. Maximum duration for fire resistance is given in the specific product section and generally ranges from 120 to 240 min, depending on whether the anchor product is qualified for concrete anchoring or post-installed rebar connections. The German Technical Approval of post installed reinforcement bars certifies that the product meets the requirements to be installed by trained personnel. The German Technical Approvals are next to the European Technical Approvals the most renowned qualifications of anchor products. The Evaluation Service of the International Code Council (ICC ES) provides test guidelines for anchor qualification in the US. The technical reports issued on the basis of these guidelines are internationally recognized and provide a high degree of safety. The National Sanitation Foundation (NSF) International is an independent organization that provides standards for e.g. product certification for public health and the environment. A+ A B C Products tested for the emission of volatile substances in indoor air, with a risk of inhalation toxicity, on a scale ranging from class A + (very low emissions) to C (high emissions) level. LOADING CONDITION ICONS Static loads are basically dead loads or other permanently or temporarily acting loads such as snow load. TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Live loads varying at low rates such as traffic or moving loads are considered as quasi static loads. Loads evolving from earthquakes are termed seismic loads and are characterized by cyclic loading. Load demands deriving from moderate wind are covered by the approval for quasi static loading. Anchors are considered fit for applications in areas prone to high wind such as typhoon or hurricanes if they are approved for seismic loading. 4

7 FIELD SERVICES General Safety Concept: BASE MATERIAL ICONS The crack condition of the concrete is a critical factor in anchor selection. The concrete can either be uncracked or cracked. The concrete may only be assumed as uncracked if it can be shown that there is no tensile stress in the concrete. As a default, the concrete should be assumed as cracked. Anchors can generally be used for concrete strengths between 20 and 50 MPa (measured on cylindrical test specimens), corresponding to the European concrete strength classes C20/25 to C50/60. Material characteristics generally allow only certain anchor types to be used in masonry. Anchoring products qualified for masonry are generally adhesive type. The installation of adhesive anchors in solid bricks is basically identical to that in concrete. In case of hollow bricks, special sleeves inserted prior to the installation of the anchor prevents the adhesive to fully diminish into the brick voids. As masonry bricks available worldwide show a high diversity, the designer must check the specified brick carefully. On-site field testing in actual conditions is recommended. OTHER ICONS Concrete anchor design is consistent but complex. The DEWALT Design Assistant (DDA) helps engineers to accelerate the design process. The design data of all DEWALT anchors holding a technical approval is readily available. Adhesive cartridge control: The DEWALT Resin Anchors Estimator (DRAE) is a tool helping you to determine the number of cartridges and to control the cost on the job site. It is available as a free real time software. GENERAL INFORMATION TEST LABORATORY We run a worldwide net of test laboratories for which experienced staff carry out tests for quality control and for research and development. FIELD SALES B U I L D P R O C U R E I G N P L A N D E S FIELD ENGINEERS Contact us if you need technical support in whatsoever, contact details are given at the end of this manual. Our field service experts will answer your questions. General Safety Concept: S d R d Where: S d = value of design action; S d = g F F k 45 R d = value of design resistance (N Rd for tension, V Rd for shear, or for loads acting at 45 ); R d = R k / g M NOTATIONS USED IN THIS MANUAL F N V M T Force in general Normal force Shear force Moment in general Torsion moment F k R k c c cr c min Characteristic resistance of an action Characteristic resistance of anchor or anchor group Concrete edge distance Characteristic edge distance Minimum allowable edge distance d d f d nom d 0 f b Diameter of anchor bolt Diameter of clearance hole in the fixture Outside diameter of an anchor Nominal diameter of drilled hole Normalized mean compression strength of masonry unit f c f y f u h h ef Concrete compressive strength of concrete Steel yield strength or steel proof strength respectively Steel ultimate tensile strength Thickness of concrete member in which the anchor is installed Effective embedment depth h min s s cr s min t fix Minimum allowed thickness of concrete member Bulk density of masonry unit Anchor spacing Characteristic anchor spacing Minimum allowable anchor spacing Thickness of the fixture r t k g F g M g 2 Characteristic Partial safety factor Partial safety factor bond stress for actions for material Partial safety factor for installation 5TECH MANUAL 2014 DeWALT VOLUME 1 6/2014

8 Selection Guide GENERAL INFORMATION SELECTION GUIDE EXPANSION ANCHORS Throughbolt Interior Installation Exterior Installation Adverse Atmosphere Moderate Service Temperature Range High Service Temperature Range 72/43 C Product Pg. 40/24 C 40/24 C PTB-PRO PTB-PRO Part 6 PTB-SS-PRO Very High Service Temperature Range 120/72 C 80/50 C 40/24 C Moderate Installation Temperature Range Applications and Uses Low Installation Temperature Range Very Low Installation Temperature Range +5 C -5 C -10 C 10 n l l l l l l s n n n 18 n l l l l l l s n n n n 21 n n l l l l l l s n n n Dry and Wet Base Material Water Filled Holes Multiple Fastening Post-Installed Rebar Design Preset Installation Through Installation Stand-off Installation Core Drilling Drop-in anchor DM-PRO DM-PRO Part 6 27 n u l l l l l l s n n 34 n u l l l l l l s n n n SCREW ANCHORS BT (Blue-Tip) Snake 38 n l l l l l l s n 46 n l l l l l l s n n Concrete 52 n u u n n n n n n Vinylester AC100-PRO Masonry 64 n u u n n n n n Rebar 71 n n n n Concrete 77 n u u n n n n n n INJECTION ADHESIVE ANCHORS Epoxy Pure150-PRO Pure110-PRO Core Drilled Rebar Concrete 89 n u u n n n n n n n 100 n n n n 106 n u u n n 1) n n n n n PV50-PRO Concrete 118 n u n n n n n TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Polyester CAPSULE ADHESIVE ANCHOR PV45-PRO SC-PRO Concrete Masonry Concrete 127 n u n n n n n 135 n u n n n n n 142 n u u n n n n n Legend: n Suitable u Suitable depending on the steel material used l Mechanical anchors are suitable for all temperatures without further approval testing s Performance of mechanical anchors is not affected by wet surfaces, however, corrosion effects need to be considered 1)+10 C 2) Efectis Report 3) Seismic category C1 4) Seismic category C1 and C2 6

9 Selection Guide European Technical Approval ETAG 001 Option 1 Fire Rating F30 Listings and Approvals Loading Condition Base Material ICC-ES (ACI) NSF / WQA VOC German Technical Approval Static Load Quasi-Staatic Loads Seismic Loads A+ A B C STATIC QUASI-STATIC SEISMIC n n n n n 4 n n n n 10 n n n n n n n 18 n n n n n n n 21 Moderate Wind Loads High Wind Loads Uncracked Concrete Cracked Concrete Solid Brick Masonry Hollow Brick Masonry Pg. Product PTB-PRO PTB-PRO Part 6 PTB-SS-PRO GENERAL INFORMATION n n n n n 27 DM-PRO n n n n n n n 34 DM-PRO Part 6 n n 2) n n n n n 38 BT (Blue-Tip) n n 2) n n n n n 46 Snake n n n n n n n n 3 n n n n 52 Concrete n n n n n n n n 64 Masonry AC100-PRO n n n n n n n n n n 71 Rebar n n n n n n n n 3 n n n n 77 Concrete n n n n n n n n n 89 Core Drilled Pure150-PRO n n n n n n n n n 100 Rebar n n n n n n n n n 106 Concrete Pure110-PRO n n n n n n 118 Concrete PV50-PRO n n n n n n 127 n n n n n n n 135 n n n n n 142 Concrete Masonry Concrete PV45-PRO SC-PRO 7TECH MANUAL 2014 DeWALT VOLUME 1 6/2014

10 technical support GENERAL INFORMATION TECHNICAL SUPPORT This Anchor Design Technical Manual gives you valuable information on anchor technology and the powerful anchor products engineered by DEWALT. We also recommend that you use the DEWALT Design Assist software that provides all the information you need for the efficient calculation of single and multiple anchor connections. This software contains design data of all DEWALT anchor products and allows you to design anchorages easily. To download this software for free, go to: TEST LABORATORY Innovation has always been a core strength of DEWALT and since its foundation has been delivering innovative anchoring solutions for attachment to concrete, masonry, steel and wood. DEWALT employs a large team of senior anchor design and test engineers at our state-of-the-art laboratories and their expertise together with the massive engineering resources of Stanley Black & Decker ensures that we provide innovative, high-quality anchoring solutions. In-house QC inspection and testing procedures by our experienced technical personnel ensure that only the highest quality fasteners enter the market place. TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 8

11 Mechanical Anchor Overview MECHANICAL ANCHOR OVERVIEW Mechanical anchors are available in many variations and choices and can usually be loaded immediately after installation which is an advantage in many applications. Mechanical anchors may also have a greater resistance to the effects of elevated temperature when compared width adhesive anchors. Mechanical anchors can be described by their functional principle and categorized by their load transfer mechanism which either bases on mechanical friction or on mechanical interlock: Anchor types which load transfer mechanism bases on friction are in general expansion anchors. These anchor types are designed with expansion elements that compress against the wall of the drilled hole. When the anchor is loaded, frictional force between expansion elements and concrete allows the anchor to transfer the load to the base material. Torque-controlled expansion anchors are installed by applying a specified torque to the bolt head or nut with a torque wrench. Torque-controlled expansion anchors may be further classified as either sleeve type (also commonly named heavy duty anchor or high load anchor ) or bolt type (also commonly named wedge anchor or throughbolt ). Displacement-controlled expansion anchors are set by the axial displacement of the expansion plug within the sleeve. They are commonly called drop-in anchors. SECTION CONTENT Expansion Anchors Throughbolt: PTB-PRO PTB-SS-PRO Drop-in anchor: DM-PRO Screw Anchors BT (Blue-Tip) Snake MECHANICAL ANCHORS Anchors which load transfer mechanism bases on interlock are either screw or undercut type. Screw anchors have a thread similar to that of a wood screw which allows the anchor to cut into the base material during installation in a drilled hole. The anchor develops its load capacity by the interlock of the thread and concrete. Undercut anchors provide a bearing area which undercuts into the wall of the drilled hole by a special installation procedure. The large bearing area allows transferring the load into the base material by mechanical interlock. TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 In Europe and many other countries, mechanical anchors are in general designed according the ETAG 001 Annex C Method A. Anchors qualified for multiple use for non-structural applications according to ETAG 001 Part 6 are designed according to simplified rules stipulated in ETAG 001 Annex C. 9

12 General Information Mechanical Anchors GENERAL INFORMATION PTB-PRO Throughbolt PRODUCT DESCRIPTION The PTB-PRO is a fully threaded, torque controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. The anchor is easy to install and suitable for a variety of base materials. The wide range of available PTB-PRO anchor sizes covers all common capacity demands. The superior load-displacement response qualifies the PTB-PRO for both standard and adverse loading conditions including seismic loading. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY Hexagon Nut Washer GENERAL APPLICATIONS AND USES Bolt Clip FEATURES AND BENEFITS Consistent performance in high and low strength concrete Nominal drill bit size is same as the anchor diameter Anchor can be installed through standard fixture holes Fully threaded bolt for highest flexibility M12 and M16: two embedment depths approved for flexible fixture thicknesses M8 to M16: seismic C1 approved, M12 even for seismic category C2 APPROVALS AND LISTINGS VERSIONS Hexagon Nut Carbon Steel, Zinc Plated APPROVALS ETA-13/0036 ETAG 001 Option 1 F120 LOADING CONDITIONS STATIC QUASI-STATIC SEISMIC TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 SUITABLE BASE MATERIALS DEWALT DESIGN ASSIST Real-Time Anchor Design Software 10

13 Installation Information INSTALLATION INFORMATION INSTALLATION DATA Notation Unit PTB-PRO M8 M10 M12 M16 M20 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Effective embedment depth 1 Effective embedment depth 2 Nominal embedment depth 1 Nominal embedment depth 2 h ef,1 h ef,2 h nom,1 h nom,2 Drill hole depth for h ef,1 Drill hole depth for h ef,2 h 1,1 h 1,2 Minimum member thickness for h ef,1 Minimum member thickness for h ef,2 h min,1 h min, Minimum spacing s min Corresponding edge distance for c Minimum edge distance c min Corresponding spacing for s Installation torque T inst [Nm] Torque wrench socket size S w Mechanical Anchors h min t fix h 1 d 0 T inst h ef S w h nom Length d f INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Drive the anchor into the hole at least to the minimum required embedment depth. 4.) Tighten the anchor with a torque wrench by applying the required installation torque T inst. TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

14 Design information TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Mechanical Anchors DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Unit Steel failure PTB-PRO M8 M10 M12 M16 M20 Characteristic resistance N Rk,s [kn] Partial safety factor g Ms 1) [-] 1.5 Pullout failure Cracked concrete Characteristic resistance (h ef,1 ) N Rk,p [kn] Characteristic resistance (h ef,2 ) N Rk,p [kn] Partial safety factor g 1) Mp [-] 1.8 2) Uncracked concrete Characteristic resistance (h ef,1 ) N Rk,p [kn] ) Characteristic resistance (h ef,2 ) N Rk,p [kn] ) - Partial safety factor g 1) Mp [-] 1.5 3) 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] 1.55 Seismic reduction factor for category C1 a N,seis [-] Seismic reduction factor for category C2 5) a N,seis [-] Concrete failure Concrete cone failure Characteristic spacing (h ef,1 ) s cr,n, Characteristic spacing (h ef,2 ) s cr,n, Characteristic edge distance (h ef,1 ) c cr,n, Characteristic edge distance (h ef,2 ) c cr,n, Partial safety factor for uncracked concrete g 1) Mc [-] 1.5 3) 1.8 2) Partial safety factor for cracked concrete g 1) Mc [-] 1.8 2) Splitting failure Characteristic spacing (h ef,1 ) s cr,sp, Characteristic spacing (h ef,2 ) s cr,sp, Characteristic edge distance (h ef,1 ) c cr,sp, Characteristic edge distance (h ef,2 ) c cr,sp, Partial safety factor for uncracked concrete g 1) Msp [-] ) Partial safety factor for cracked concrete g 1) Msp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor of g 2 = 1.2 is included 3) Partial safety factor of g 2 = 1.0 is included 4) Pullout failure not decisive; Use equation acc. to ETAG 001, Annex C, for concrete cone failure 5) For more details including displacement data, see technical approval. DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 12

15 Design information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Unit Steel failure PTB-PRO M8 M10 M12 M16 M20 Steel failure without lever arm Characteristic resistance V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 Seismic reduction factor for category C1 a v,seis [-] Seismic reduction factor for category C2 3) a v,seis [-] Steel failure with lever arm (bending) Characteristic resistance M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C k [-] Partial safety factor g 1) Mc [-] 1.5 2) Edge failure Effective length of anchor for h ef,1 l f, Effective length of anchor for h ef,1 l f, Outside diameter of anchor d nom Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor of g 2 = 1.0 is included 3) For more details including displacement data, see technical approval. Mechanical Anchors PRECALCULATED TENSION AND SHEAR CAPACITIES According to ETAG 001 Annex C Method A. The following tables are meant to give the designer aid in the preliminary design Process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the tables below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. For further details and background information please see the introduction of this manual. h c s F V N M8 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 40 Member thickness h 100 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

16 Design information Mechanical Anchors M10 Anchoring located far from any edge Anchoring located close to an edge C20/25 Embedment depth h ef 60 Member thickness h 120 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M12 Embedment Depth 1 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 60 Member thickness h 120 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M12 Embedment Depth 2 C20/25 Anchoring located far from any edge Anchoring located close to an edge TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Embedment depth h ef 80 Member thickness h 160 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 14

17 Design information M16 Embedment Depth 1 C20/25 Anchoring located far from any edge Embedment depth h ef 80 Member thickness h 160 Anchoring located close to an edge Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Mechanical Anchors M16 Embedment Depth 2 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 100 Member thickness h 200 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M20 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 110 Member thickness h 250 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

18 material Information Mechanical Anchors MATERIAL INFORMATION MATERIAL SPECIFICATION Part no. Designation Material Protection 1 Bolt Cold formed carbon steel, grade C-1035 Zinc plated 5 µm 2 Expansion clip Carbon steel for M10 to M20 Zinc plated Stainless steel for M8-3 Washer DIN 125, DIN 9021 or EN ISO 7089 Zinc plated 4 Hexagonal nut DIN 934 or DIN EN ISO 4032, Grade 8 acc. to DIN EN ISO Zinc plated TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

19 Ordering information ORDERING INFORMATION Art. no. Type Dia. Length h nom,1 / h nom,2 Max. t fix Box Carton PTB-PRO through bolt - carbon steel, zinc plated DFM M6x40 Standard anchor - zinc plated* M6 40 -** DFM M6x55 Standard anchor - zinc plated* M / DFM M6x60 Standard anchor - zinc plated* M / DFM M6x85 Standard anchor - zinc plated* M / DFM M8x50 Standard anchor - zinc plated* M8 50 -** DFM M8x60 Standard anchor - zinc plated M / DFM M8x65 Standard anchor - zinc plated M / DFM M8x75 Standard anchor - zinc plated M / DFM M8x85 Standard anchor - zinc plated M / DFM M8x95 Standard anchor - zinc plated M / DFM M8x105 Standard anchor - zinc plated M / DFM M8x130 Standard anchor - zinc plated M / DFM M8x155 Standard anchor - zinc plated M / DFM M8x205 Standard anchor - zinc plated M / DFM M10x60 Standard anchor - zinc plated M ** DFM M10x85 Standard anchor - zinc plated M / DFM M10x90 Standard anchor - zinc plated M / DFM M10x100 Standard anchor - zinc plated M / DFM M10x110 Standard anchor - zinc plated M / DFM M10x120 Standard anchor - zinc plated M / DFM M10x130 Standard anchor - zinc plated M / DFM M10x160 Standard anchor - zinc plated M / DFM M10x180 Standard anchor - zinc plated M / DFM M10x220 Standard anchor - zinc plated M / DFM M12x90 Standard anchor - zinc plated M / - 5 / DFM M12x95 Standard anchor - zinc plated M / - 10 / DFM M12x100 Standard anchor - zinc plated M / - 15 / DFM M12x105 Standard anchor - zinc plated M / / DFM M12x115 Standard anchor - zinc plated M / / DFM M12x120 Standard anchor - zinc plated M / / DFM M12x135 Standard anchor - zinc plated M / / DFM M12x165 Standard anchor - zinc plated M / / DFM M12x175 Standard anchor - zinc plated M / / DFM M12x185 Standard anchor - zinc plated M / / DFM M12x220 Standard anchor - zinc plated M / / DFM M16x115 Standard anchor - zinc plated M / - 5 / DFM M16x125 Standard anchor - zinc plated M / / DFM M16x135 Standard anchor - zinc plated M / / DFM M16x150 Standard anchor - zinc plated M / / DFM M16x160 Standard anchor - zinc plated M / / DFM M16x210 Standard anchor - zinc plated M / / DFM M20x125 Standard anchor - zinc plated M ** DFM M20x160 Standard anchor - zinc plated M / DFM M20x170 Standard anchor - zinc plated M / DFM M20x175 Standard anchor - zinc plated M / DFM M20x185 Standard anchor - zinc plated M / DFM M20x200 Standard anchor - zinc plated M / DFM M20x215 Standard anchor - zinc plated M / *ETA listing does not cover size M6 **Size is less than minimum anchor length required to meet approval PTB-PRO Mechanical Anchors TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

20 General Information Mechanical Anchors GENERAL INFORMATION PTB-PRO Part 6 Throughbolt PRODUCT DESCRIPTION With an ETAG 001 Part 6 approval the PTB-PRO M6 is a small size throughbolt for multiple connection in non-structural applications. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY Hexagon Nut Washer GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Price competitive anchoring for all kinds of ceiling and suspended installation Anchor can be easily installed through attachments Bolt APPROVALS AND LISTINGS Clip ETAG 001 Part 6 F120 LOADING CONDITIONS VERSIONS Hexagon Nut Carbon Steel, Zinc Plated STATIC QUASI-STATIC APPROVALS ETA-13/0355 SUITABLE BASE MATERIALS TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

21 Installation Information INSTALLATION INFORMATION INSTALLATION DATA Notation Unit PTB-PRO M6 Anchor diameter d 6 Nominal drill bit diameter d 0 6 Diameter of hole clearance in fixture d f 7 Effective embedment depth h ef 35 Drill hole depth h 1 45 Minimum member thickness h min 80 Minimum spacing s min 200 Minimum edge distance c min 105 Installation torque T inst [Nm] 10 Torque wrench socket size S w 10 Mechanical Anchors h min t fix h 1 d 0 T inst h ef S w d f INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Insert the stud anchor into the drilled hole through the fixture. 4.) Tighten the stud anchor with a torque wrench by applying the required installation torque T inst. TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

22 Design information Mechanical Anchors DESIGN INFORMATION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method C. Notation Capacity for all directions and failure modes Unit PTB-PRO Uncracked and cracked concrete Characteristic resistance C20/25 to C50/60 F 0 Rk [kn] 4.0 Partial safety factor g 1) Mp [-] 2.1 2) Design resistance C20/25 to C50/60 [kn] 1.9 Characteristic spacing s cr 200 Characteristic edge distance c cr 105 Steel failure with lever arm Steel failure with lever arm (bending) Characteristic resistance M 0 Rk,s [Nm] 9.3 Partial safety factor g 1) Ms [-] 1.5 1) In absence of other national regulations 2) Partial safety factor of g 2 = 1.4 is included M6 MATERIAL INFORMATION MATERIAL SPECIFICATION TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Part no. Designation Material Protection 1 Bolt M6 (all versions) Cold formed carbon steel, grade C-1035 Zinc plated 5 µm 2 Expansion clip Carbon steel Zinc plated 3 Washer DIN 125, DIN 9021 or EN ISO 7089 Zinc plated 4 Hexagonal nut DIN 934 or DIN EN ISO 4032, Grade 8 acc. to DIN EN ISO Zinc plated ORDERING INFORMATION Art. no. PTB-PRO Part 6 Type Dia. Length DFM PTB-PRO M6x55 Standard anchor - zinc plated M DFM PTB-PRO M6x60 Standard anchor - zinc plated M Box Carton DFM PTB-PRO M6x85 Standard anchor - zinc plated M PTB-PRO PART 6 20

23 General Information GENERAL INFORMATION PTB-SS-PRO Throughbolt PRODUCT DESCRIPTION The PTB-SS-PRO is our throughbolt made of stainless steel. Like the PTB-PRO, it is a fully threaded, torque controlled, wedge expansion anchor but made of stainless steel. It also covers a wide field of possible applications and can additionally be used for corrosion resistant anchorages. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY Hexagon Nut Washer Mechanical Anchors GENERAL APPLICATIONS AND USES Bolt FEATURES AND BENEFITS Consistent performance in high and low strength concrete Nominal drill bit size is same as the anchor diameter Anchor can be installed through standard fixture holes Fully threaded bolt for highest flexibility Corrosion resistant when exposed to external atmosphere APPROVALS AND LISTINGS VERSIONS Hexagon Nut Stainless Steel Clip ETAG 001 Option 7 O LOADING CONDITIONS APPROVALS ETA-13/0505 STATIC QUASI-STATIC SUITABLE BASE MATERIALS DEWALT DESIGN ASSIST Real-Time Anchor Design Software TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

24 GENERAL installation INFORMATION Information Mechanical Anchors INSTALLATION INFORMATION INSTALLATION DATA PTB-SS-PRO Notation Unit M8 M10 M12 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Effective embedment depth h ef Nominal embedment depth h nom Drill hole depth h Minimum member thickness h min Minimum spacing s min Minimum edge distance c min Installation torque T inst [Nm] Torque wrench socket size S w h min t fix h 1 d 0 T inst h ef S w h nom Length d f INSTALLATION INSTRUCTIONS TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/ ) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Drive the anchor into the hole at least to the minimum required embedment depth. 4.) Tighten the anchor with a torque wrench by applying the required installation torque T inst. 22

25 Design information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Steel failure Unit PTB-SS-PRO M8 M10 M12 Characteristic resistance N Rk,s [kn] Partial safety factor g Ms [-] 1.5 Pullout failure Uncracked concrete Characteristic resistance N Rk,p [kn] Partial safety factor g 1) Mp [-] 1.8 2) 1.5 3) Increasing factor for concrete strength C30/37 c c [-] 1.18 C40/50 c c [-] 1.34 C50/60 c c [-] 1.45 Concrete failure Concrete cone failure Characteristic spacing s cr,n Characteristic edge distance c cr,n Partial safety factor g 1) Mc [-] 1.8 2) 1.5 3) Splitting failure Characteristic spacing s cr,sp Characteristic edge distance c cr,sp Partial safety facto g 1) Msp [-] 1.8 2) 1.5 3) Increasing factor for concrete strength C30/37 c c [-] 1.18 C40/50 c c [-] 1.34 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor of g 2 = 1.2 is included 3) Partial safety factor of g 2 = 1.0 is included TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Mechanical Anchors DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 23

26 Design information Mechanical Anchors SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Steel failure Unit PTB-SS-PRO M8 M10 M12 Steel failure without lever arm Characteristic resistance V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 Steel failure with lever arm (bending) Characteristic resistance M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C k [-] Partial safety factor g 1) Mc [-] 1.5 2) Edge failure Effective length of anchor for h ef,min l f Outside diameter of anchor d nom Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor of g 2 = 1.0 is included PRECALCULATED TENSION AND SHEAR CAPACITIES According to ETAG 001 Annex C Method A. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the tables below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. For further details and background information please see the introduction of this manual. h c s F V N M8 C20/25 Anchoring located far from any edge Anchoring located close to an edge TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Embedment depth h ef 40 Member thickness h 100 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 24

27 Design information M10 Anchoring located far from any edge Anchoring located close to an edge C20/25 Embedment depth h ef 55 Member thickness h 120 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls Mechanical Anchors M12 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 70 Member thickness h 140 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 25

28 material Information Mechanical Anchors MATERIAL INFORMATION MATERIAL SPECIFICATION Part no. Designation Material Protection 1 Bolt Coldformed stainless steel A4 1) according to EN Expansion clip Stainless steel A4 1) according to EN Washer Stainless steel, A4 1) according to EN 10088, ISO , DIN 125, DIN 9021 or EN ISO Hexagonal nut Stainless steel A4 1) according to EN 10088, ISO , DIN 934 or DIN EN ISO ) Mat. No.: , , , ORDERING INFORMATION Art. no. Type Dia. Length h nom Max. t fix Box Carton PTB-SS-PRO - Stainless steel DFM M8x65 Standard anchor - A4/316SS M DFM M8x75 Standard anchor - A4/316SS M DFM M8x100 Standard anchor - A4/316SS M DFM M8x120 Standard anchor - A4/316SS M DFM M10x90 Standard anchor - A4/316SS M DFM M10x100 Standard anchor - A4/316SS M DFM M10x140 Standard anchor - A4/316SS M DFM M12x100 Standard anchor - A4/316SS M DFM M12x140 Standard anchor - A4/316SS M PTB-SS-PRO TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

29 General Information GENERAL INFORMATION DM-PRO Drop-In Anchor PRODUCT DESCRIPTION The DM-PRO is a drop-in anchor which shows good performance for competitive price for typical mass applications. It can be used in a wide range of concrete strengths and in all installation directions. The DM-PRO is available in carbon steel and stainless steel. The lipped version is furnished with a flange preventing the anchor to pertain too deep into the concrete. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY Mechanical Anchors GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Price competitive anchoring for all kinds of mechanical, electrical and plumbing installation Straightforward installation with hand driven hammer Suitable for threaded steel elements of various strength and grade Internally threaded anchor for easy bolt removability and service work APPROVALS AND LISTINGS VERSIONS Straight Collar Carbon Steel, Zinc Plated Stainless Steel Lipped Collar Carbon Steel, Zinc Plated APPROVALS ETA-13/0057 ETAG 001 Option 7 LOADING CONDITIONS STATIC QUASI-STATIC SUITABLE BASE MATERIALS DEWALT DESIGN ASSIST Real-Time Anchor Design Software TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

30 Installation Information Mechanical Anchors INSTALLATION INFORMATION INSTALLATION DATA DM-PRO Notation Unit M8 M10 M12 M16 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Effective embedment depth h ef Drill hole depth h Minimum member thickness h min Minimum spacing s min Minimum edge distance c min Maximum torque threaded rod T max [Nm] h min t fix h 1 d 0 T max h ef S w d f INSTALLATION INSTRUCTIONS TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/ ) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Insert drop in anchor in to drilled hole. 4.) Expand anchor by hammering on setting tool until the collar of the setting tool touches the fixture. 5.) Insert threaded rod and prestress with defined torque. 28

31 Design information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Steel failure Unit DM-PRO M8 M10 M12 M16 Characteristic resistance, steel grade 4.6 N Rk,s [kn] Partial safety factor g Ms [-] Characteristic resistance, steel grade 5.6 N Rk,s [kn] Partial safety factor g Ms [-] Characteristic resistance, steel grade 8.8 N Rk,s [kn] Partial safety factor g Ms [-] 1.5 Characteristic resistance, steel grade A4-70 N Rk,s [kn] Partial safety factor g Ms [-] 1.89 Pullout failure Uncracked concrete Characteristic resistance N Rk,p [kn] - 6) Partial safety factor g 2) Mp [-] 1.5 3) 1.8 4) 2.1 5) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] 1.55 Concrete failure Concrete cone failure Characteristic spacing s cr,n Characteristic edge distance c cr,n Partial safety factor for uncracked concrete g 2) Mc [-] 1.5 3) 1.8 4) 2.1 5) Splitting failure Characteristic spacing s cr,sp Characteristic edge distance c cr,sp Partial safety factor for uncracked concrete g 1) Msp [-] 1.5 3) 1.8 4) 2.1 5) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] ) For applications with statically indeterminate structural component only 2) In absence of other national regulations 3) Partial safety factor of g 2 = 1.0 is included 4) Partial safety factor of g 2 = 1.2 is included 5) Partial safety factor of g 2 = 1.4 is included 6) Concrete cone failure is decisive DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to Mechanical Anchors TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

32 Design information Mechanical Anchors SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Steel failure Unit DM-PRO M8 M10 M12 M16 Steel failure without lever arm Characteristic resistance, steel grade 4.6 V Rk,s [kn] Partial safety factor g 2) Ms [-] Characteristic resistance, steel grade 5.6 V Rk,s [kn] Partial safety factor g 2) Ms [-] Characteristic resistance, steel grade 8.8 V Rk,s [kn] Partial safety factor g 2) Ms [-] 1.25 Characteristic resistance, steel grade A4-70 V Rk,s [kn] Partial safety factor g 2) Ms [-] 1.58 Steel failure with lever arm (bending) Characteristic resistance, steel grade 4.6 M 0 Rk,s [Nm] Partial safety factor g 2) Ms [-] 1.67 Characteristic resistance, steel grade 5.6 M 0 Rk,s [Nm] Partial safety factor g 2) Ms [-] 1.67 Characteristic resistance, steel grade 8.8 M 0 Rk,s [Nm] Partial safety factor g 2) Ms [-] 1.25 Characteristic resistance, steel grade A4-70 M 0 Rk,s [Nm] Partial safety factor g 2) Ms [-] 1.56 Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C. k [-] Partial safety factor g 2) Ms [-] 1.5 3) Edge failure Effective length of anchor for h ef l f Outside diameter of anchor d nom Partial safety factor g 2) Mc [-] 1.5 3) 1) For applications with statically indeterminate structural component only 2) In absence of other national regulations 3) Partial safety factor of g 2 = 1.0 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

33 Design information PRECALCULATED TENSION AND SHEAR CAPACITIES According to ETAG 001 Annex C Method A. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the tables below are design level loads. This assumes a safety factor is included both on the loading For further details and background information please see the introduction of this manual. M8 C20/ steel Anchoring located far from any edge h N F c V s Anchoring located close to an edge Mechanical Anchors Embedment depth h ef 30 Member thickness h 120 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M10 C20/ steel Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 40 Member thickness h 120 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M12 C20/ steel Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 50 Member thickness h 130 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

34 material Information Mechanical Anchors M16 C20/ steel Anchoring located far from any edge Embedment depth h ef 65 Member thickness h 160 Anchoring located close to an edge Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to MATERIAL INFORMATION MATERIAL SPECIFICATION 1 3 Part no. Designation Version Material Protection 1 Anchor sleeves 2 Expansion cones 3 Screw or threaded rod 1) Mat. No.: , , , DM-PRO/ DM-Lip-Pro Cold formed steel, grade SWRCH8A Zinc plated 5 µm DM-SS-PRO Machined steel, grade SS316 1) - DM-PRO/ DM-Lip-Pro Cold formed steel, grade SWRCH8A Zinc plated 5 µm DM-SS-PRO Machined steel, grade SS316 1) - DM-PRO/ DM-Lip-Pro Steel strength class 4.6, 5.6, 5.8 or 8.8 according to ISO Zinc plated 5 µm DM-SS-PRO Steel strength class A4-70 1) - TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

35 Ordering information ORDERING INFORMATION Anchor Art. no. Type Dia. Length Box Carton DM-PRO - zinc plated DFM M6 Drop-in anchor - zinc plated* M DFM211055S M8 Drop-in anchor - zinc plated* M DFM M8 Drop-in anchor - zinc plated M DFM211060S M10 Drop-in anchor - zinc plated M DFM M10 Drop-in anchor - zinc plated M DFM211065S M12 Drop-in anchor - zinc plated M DFM M12 Drop-in anchor - zinc plated M DFM M16 Drop-in anchor - zinc plated M DFM M20 Drop-in anchor - zinc plated* M *ETA Listing does not cover DM-PRO size M6 and M20 DM-PRO Mechanical Anchors DM-LIP-PRO - zinc plated DFM M6 Lipped drop-in anchor - zinc plated* M DFM211010S M8 Lipped drop-in anchor - zinc plated* M DFM M8 Lipped drop-in anchor - zinc plated M DFM211015S M10 Lipped drop-in anchor - zinc plated M DFM M10 Lipped drop-in anchor - zinc plated M DFM211020S M12 Lipped drop-in anchor - zinc plated M DFM M12 Lipped drop-in anchor - zinc plated M DFM M16 Lipped drop-in anchor - zinc plated M DFM M20 Lipped drop-in anchor - zinc plated* M *ETA Listing does not cover DM-LIP-PRO size M6 and M20 DM-LIP-PRO DM-SS-PRO - A4 stainless steel DFM M6 Drop-in anchor - A4 SS* M DFM M8 Drop-in anchor - A4 SS M DFM M10 Drop-in anchor - A4 SS M DFM M12 Drop-in anchor - A4 SS M DFM M16 Drop-in anchor - A4 SS M DFM M20 Drop-in anchor - A4 SS* M *ETA Listing does not cover DM-SS-PRO sizes M6 and M20 DM-SS-PRO Setting Tool for drop-in anchors Art. no. Type Box DFM M6 Drop-in setting tool 1 - DFM M8 Drop-in setting tool 1 - DFM M10 Drop-in setting tool 1 - DFM M12 Drop-in setting tool 1 - DFM M16 Drop-in setting tool 1 - DFM M20 Drop-in setting tool 1 - Setting Tool with Safety Grip for drop-in anchors Art. no. Type Box Carton Carton DFM M6 Drop-in setting tool with safety grip 1 - DFM M8 Drop-in setting tool with safety grip 1 - DFM M10 Drop-in setting tool with safety grip 1 - DFM M12 Drop-in setting tool with safety grip 1 - DFM M16 Drop-in setting tool with safety grip 1 - DFM M20 Drop-in setting tool with safety grip 1 - SETTING TOOL SETTING TOOL WITH SAFETY GRIP TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

36 General Information Mechanical Anchors GENERAL INFORMATION DM-PRO Part 6 Drop-In Anchor PRODUCT DESCRIPTION The DM-PRO is a drop-in anchor which shows good performance for competitive price for typical mass applications. It can be used in a wide range of concrete strengths and in all installation directions. The DM-PRO is available in carbon steel and stainless steel. The lipped version is furnished with a flange preventing the anchor to pertain too deep into the concrete. With an ETAG 001 Part 6 approval, the DM-PRO can also be used in cracked concrete, but only for multiple connection in non-structural applications. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Price competitive anchoring for all kinds of mechanical, electrical and plumbing installation Straightforward installation with hand driven hammer Suitable for threaded steel elements of various strength and grade Internally threaded anchor for easy bolt removability and service work APPROVALS AND LISTINGS VERSIONS Straight Collar: Carbon Steel, Zinc Plated Stainless Steel Hot Dipped Galvanized (No ETA Approval) Lipped Collar Carbon Steel, Zinc Plated ETAG 001 Part 6 F120 APPROVALS ETA-13/0056 LOADING CONDITIONS STATIC QUASI-STATIC SUITABLE BASE MATERIALS TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

37 Installation Information INSTALLATION INFORMATION INSTALLATION DATA DM-PRO Part 6 Notation Unit M6 M8 M10 M12 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Effective embedment depth h ef Drill hole depth h Minimum member thickness h min Minimum spacing s min Minimum edge distance c min Maximum torque threaded rod T max [Nm] Mechanical Anchors h min t fix h 1 d 0 T max h ef S w d f INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Insert drop in anchor in to drilled hole. 4.) Expand anchor by hammering on setting tool until the collar of the setting tool touches the fixture. 5.) Insert threaded rod and prestress with defined torque. TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

38 Design information Mechanical Anchors DESIGN INFORMATION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Unit Capacity for all directions and failure modes DM-PRO M6 M8 M10 M12 Uncracked and cracked concrete Characteristic resistance C20/25 to C50/60 F 0 Rk [kn] Partial safety factor g 1) Mp [-] 2.4 2) 2.3 2) 2.1 2) Design resistance C20/25 to C50/60 [kn] Characteristic spacing s cr Characteristic edge distance c cr Steel failure with lever arm Steel failure with lever arm (bending) Characteristic resistance, 8.8 steel M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 Characteristic resistance, A4-70 M 0 Rk,s [Nm] Partial safety factor g 1) Mp [-] ) In absence of other national regulations 2) Partial safety factor of g 2 = 1.4 is included MATERIAL INFORMATION MATERIAL SPECIFICATION 1 3 Part No. Designation Version Material Protection 1 Anchor sleeves 2 Expansion cones 3 Screw or threaded rod 1) Mat. No.: , , , DM-PRO/ DM-Lip-Pro Cold formed steel, grade SWRCH8A Zinc plated 5 µm DM-SS-Pro Machined steel, grade SS316 1) - DM-PRO/ DM-Lip-Pro Cold formed steel, grade SWRCH8A Zinc plated 5 µm DM-SS-Pro Machined steel, grade SS316 1) - DM-PRO/ DM-Lip-Pro Steel strength class 4.6, 5.6, 5.8 or 8.8 according to ISO Zinc plated 5 µm DM-SS-Pro Steel strength class A4-70 1) - TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

39 Ordering information ORDERING INFORMATION Anchor Art. no. Type Dia. Length Box Carton DM-PRO - zinc plated DFM M6 Drop-in anchor - zinc plated* M DFM211055S M8 Drop-in anchor - zinc plated* M DFM M8 Drop-in anchor - zinc plated M DFM211060S M10 Drop-in anchor - zinc plated M DFM M10 Drop-in anchor - zinc plated M DFM211065S M12 Drop-in anchor - zinc plated M DFM M12 Drop-in anchor - zinc plated M DFM M16 Drop-in anchor - zinc plated M DFM M20 Drop-in anchor - zinc plated* M *ETA Listing does not cover DM-PRO size M6 and M20 DM-PRO Mechanical Anchors DM-LIP-PRO - zinc plated DFM M6 Lipped drop-in anchor - zinc plated* M DFM211010S M8 Lipped drop-in anchor - zinc plated* M DFM M8 Lipped drop-in anchor - zinc plated M DFM211015S M10 Lipped drop-in anchor - zinc plated M DFM M10 Lipped drop-in anchor - zinc plated M DFM211020S M12 Lipped drop-in anchor - zinc plated M DFM M12 Lipped drop-in anchor - zinc plated M DFM M16 Lipped drop-in anchor - zinc plated M DFM M20 Lipped drop-in anchor - zinc plated* M *ETA Listing does not cover DM-LIP-PRO size M6 and M20 DM-LIP-PRO DM-SS-PRO - A4 stainless steel DFM M6 Drop-in anchor - A4 SS* M DFM M8 Drop-in anchor - A4 SS M DFM M10 Drop-in anchor - A4 SS M DFM M12 Drop-in anchor - A4 SS M DFM M16 Drop-in anchor - A4 SS M DFM M20 Drop-in anchor - A4 SS* M *ETA Listing does not cover DM-SS-PRO sizes M6 and M20 DM-SS-PRO Setting Tool for drop-in anchors Art. no. Type Box DFM M6 Drop-in setting tool 1 - DFM M8 Drop-in setting tool 1 - DFM M10 Drop-in setting tool 1 - DFM M12 Drop-in setting tool 1 - DFM M16 Drop-in setting tool 1 - DFM M20 Drop-in setting tool 1 - Setting Tool with Safety Grip for drop-in anchors Art. no. Type Box Carton Carton DFM M6 Drop-in setting tool 1 - DFM M8 Drop-in setting tool 1 - DFM M10 Drop-in setting tool 1 - DFM M12 Drop-in setting tool 1 - DFM M16 Drop-in setting tool 1 - DFM M20 Drop-in setting tool 1 - SETTING TOOL SETTING TOOL WITH SAFETY GRIP TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

40 General Information Mechanical Anchors GENERAL INFORMATION BT (BLUE-TIP) Screw Bolt PRODUCT DESCRIPTION The Blue-Tip is a heavy duty screw anchor with a finished hex head. The one piece design makes it easy to install and the preferred choice for fast, reliable anchoring and is also fully removable. This anchor is designed to resist structural and non-structural loading in cracked and uncracked concrete. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY Hex Head With Formed Washer GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Consistent performance in high and low strength concrete Nominal drill bit size is same as anchor denomination Quick and easy installation with a powered impact wrench Special dust relief thread Approved for two embedment depths Screw With Dual Thread Taper Tip Pan Head APPROVALS AND LISTINGS Dome Head ETAG 001 Option 1 F120 LOADING CONDITIONS Countersunk TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 STATIC QUASI-STATIC SUITABLE BASE MATERIALS VERSIONS Hex Head*, Dome Head*, Pan Head* & Counter Sunk* Carbon Steel, Zinc Plated APPROVALS eta-12/0607 (*ETA only valid on M10, 12 and 16) DEWALT DESIGN ASSIST Real-Time Anchor Design Software 38

41 Installation Information INSTALLATION INFORMATION INSTALLATION DATA Notation Unit BT BT10 BT12 BT16 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Nominal embedment depth 1 Nominal embedment depth 2 Effective embedment depth 1 Effective embedment depth 2 h nom,1 h nom,2 h ef,1 h ef,2 Drill hole depth for h ef,1 Drill hole depth for h ef,2 h 1,1 h 1,2 Minimum member thickness for h ef,1 Minimum member thickness for h ef,2 h min,1 h min,2 Minimum spacing s min Minimum edge distance c min Torque wrench socket size S w Mechanical Anchors h min h 1 t fix d 0 h nom L d f S w INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Select impact wrench and mount the screw anchor head into the hex socket. 4.) Drive the anchor through the fixture into the hole at least to the minimum required embedment depth and until the head of the anchor comes into contact with the fixture. TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

42 Design information Mechanical Anchors DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. BT Notation Unit BT10 BT12 BT16 Steel failure Characteristic resistance N Rk,s [kn] Partial safety factor g Ms [-] 1.4 Pullout failure Cracked concrete Characteristic resistance (h ef,1 ) N Rk,p [kn] Characteristic resistance (h ef,2 ) N Rk,p [kn] Partial safety factor g 1) Mp [-] 2.1 2) 1.8 3) Uncracked concrete Characteristic resistance (h ef,1 ) N Rk,p [kn] Characteristic resistance (h ef,2 ) N Rk,p [kn] Partial safety factor g 1) Mp [-] 2.1 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.15 C40/50 c c [-] 1.27 C50/60 c c [-] 1.36 Concrete failure Concrete cone failure Characteristic spacing (h ef,1 ) s cr,n, Characteristic spacing (h ef,2 ) s cr,n, Characteristic edge distance (h ef,1 ) c cr,n, Characteristic edge distance (h ef,2 ) c cr,n, Partial safety factor g 1) Mc [-] 2.1 2) 1.8 3) Splitting failure Characteristic spacing (h ef,1 ) s cr,sp, Characteristic spacing (h ef,2 ) s cr,sp, Characteristic edge distance (h ef,1 ) c cr,sp, Characteristic edge distance (h ef,2 ) c cr,sp, Partial safety factor g 1) Msp [-] 2.1 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.15 C40/50 c c [-] 1.27 C50/60 c c [-] 1.36 TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 1) In absence of other national regulations 2) The partial safety factor g 2 = 1.4 is included 3) The partial safety factor g 2 = 1.2 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 40

43 Design information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. BT Notation Unit BT10 BT12 BT16 Steel failure Steel failure without lever arm Characteristic resistance V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.5 Steel failure with lever arm (bending) Characteristic resistance M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.5 Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C for h ef,1 k 1 [-] Factor in equation (5.6) of ETAG 001 Annex C for h ef,2 k 2 [-] Partial safety factor g 1) Mc [-] 1.5 Edge failure Effective length of anchor for h ef,1 l f, Effective length of anchor for h ef,2 l f, Outside diameter of anchor d nom Partial safety factor g 1) Mc [-] 1.5 2) Mechanical Anchors 1) In absence of other national regulations 2) The partial safety factor g 2 = 1.0 is included PRECALCULATED TENSION AND SHEAR CAPACITIES According to ETAG 001 Annex C Method A. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the tables below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. For further details and background information please see the introduction of this manual. h c s F V N BT10 Embedment Depth 1 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 40.0 Member thickness h 105 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

44 Design information Mechanical Anchors BT10 Embedment Depth 2 C20/25 Anchoring located far from any edge Embedment depth h ef 57.0 Member thickness h 115 Anchoring located close to an edge Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls BT12 Embedment Depth 1 N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 51.4 Member thickness h 125 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls BT12 Embedment Depth 2 N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] C20/25 Anchoring located far from any edge Anchoring located close to an edge TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Embedment depth h ef 64.1 Member thickness h 125 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 42

45 material Information BT16 Embedment Depth 1 C20/25 Anchoring located far from any edge Embedment depth h ef 57.2 Member thickness h 145 Anchoring located close to an edge Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls BT16 Embedment Depth 2 N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] C20/25 Anchoring located far from any edge Anchoring located close to an edge Mechanical Anchors Embedment depth h ef 82.7 Member thickness h 165 Edge distance c Anchor spacing s Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to MATERIAL INFORMATION MATERIAL SPECIFICATION 1 Part no. Designation Material Protection 1 Screw bolt Special hardened C-steel Zinc plated 5 µm TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

46 Ordering information Mechanical Anchors ORDERING INFORMATION Art. no. Type Dia. Length Max. t fix Box Carton BT (Blue-Tip) Screw anchor - zinc plated DFM x50 Hex head screw bolt - zinc plated* Ø DFM x30 Hex head screw bolt - zinc plated* Ø DFM x50 Hex head screw bolt - zinc plated* Ø DFM141007S 6x60 Hex head screw bolt - zinc plated* Ø DFM x60 Hex head screw bolt - zinc plated* Ø DFM x80 Hex head screw bolt - zinc plated* Ø DFM141011S 6x100 Hex head screw bolt - zinc plated* Ø DFM x120 Hex head screw bolt - zinc plated* Ø DFM x50 Hex head screw bolt - zinc plated* Ø DFM x75 Hex head screw bolt - zinc plated* Ø DFM141024S 8x100 Hex head screw bolt - zinc plated* Ø DFM x100 Hex head screw bolt - zinc plated* Ø DFM x60 Hex head screw bolt - zinc plated Ø DFM141032S 10x75 Hex head screw bolt - zinc plated Ø DFM x75 Hex head screw bolt - zinc plated Ø DFM141036S 10x100 Hex head screw bolt - zinc plated Ø DFM x100 Hex head screw bolt - zinc plated Ø DFM x120 Hex head screw bolt - zinc plated Ø DFM x140 Hex head screw bolt - zinc plated Ø DFM x160 Hex head screw bolt - zinc plated Ø DFM x200 Hex head screw bolt - zinc plated Ø DFM x240 Hex head screw bolt - zinc plated Ø DFM x280 Hex head screw bolt - zinc plated Ø DFM x75 Hex head screw bolt - zinc plated Ø DFM x100 Hex head screw bolt - zinc plated Ø DFM x150 Hex head screw bolt - zinc plated Ø DFM x100 Hex head screw bolt - zinc plated Ø DFM x130 Hex head screw bolt - zinc plated Ø DFM x150 Hex head screw bolt - zinc plated Ø DFM x200 Hex head screw bolt - zinc plated Ø DFM x240 Hex head screw bolt - zinc plated Ø *ETA Listing does not cover size Ø5, Ø6 and Ø8 BT (M6-M8) BT (M10-M16) TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

47 Ordering information Art. no. BT (Blue-Tip) Screw anchor - Dome Type Dia. Length Max. t fix DFM x40 Dome head screw bolt* Ø DFM x50 Dome head screw bolt* Ø * ETA Listing does not cover BT-Dome head Art. no. Type BT (Blue-Tip) Screw anchor - Dome Dia. Length Max. t fix Box Box Carton Carton BT-DOME Mechanical Anchors DFM x 45 Pan head screw bolt* Ø BT-PAN * ETA Listing does not cover BT-Pan head Art. no. Type Dia. Length TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Max. t fix Box Carton BT (Blue-Tip) Screw anchor - Countersunk DFM x100 CSK head screw bolt* Ø DFM x100 CSK head screw bolt* Ø DFM x75 CSK head screw bolt Ø DFM x100 CSK head screw bolt Ø DFM x100 CSK head screw bolt Ø DFM x150 CSK head screw bolt Ø * ETA Listing does not cover BT-CSK size Ø6 and Ø8 BT-CSK 45

48 General Information Mechanical Anchors GENERAL INFORMATION Snake Internal Threaded Self Tapping Screw Anchor PRODUCT DESCRIPTION The Snake anchor is an internally threaded, self-tapping screw anchor designed for consistent performance in uncracked and cracked concrete. This together with its easy installation by a power tool makes the Snake anchor the first choice for overhead applications otherwise carried out by drop-in anchors. After installation any kind of steel element can be threaded in. The Snake anchor is fully removable. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information ASSEMBLY GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Internal threaded sleeve concrete screw Easy installation with impact torque wrench, perfect for overhead applications Anchor can be removed after installation Perfect replacement for drop-in anchors particularly for cracked concrete applications Delivered with special drill bit and setting tool VERSIONS Internal Threaded Carbon Steel, Zinc Plated APPROVALS ETA-13/0054 APPROVALS AND LISTINGS ETAG 001 Option 1 F120 LOADING CONDITIONS STATIC QUASI-STATIC SUITABLE BASE MATERIALS TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST Real-Time Anchor Design Software 46

49 Installation Information INSTALLATION INFORMATION INSTALLATION DATA Snake Notation Unit M8 M10 Anchor diameter d Nominal drill bit diameter d (1/2 ) 12.7 (1/2 ) Diameter of hole clearance in fixture d f 9 12 Nominal embedment depth h nom Effective embedment depth h ef Drill hole depth h Minimum member thickness h min Minimum spacing s min Minimum edge distance c min Maximum torque threaded rod T max,tr [Nm] Maximum torque impact wrench T max,iw [Nm] Mechanical Anchors h min h 1 d 0 T max, tr h nom d f INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Remove dust and debris from the hole using a hand pump or compressed air. For complete installation instructions, see technical approval. 3.) Attach the Snake setting tool to an impact wrench, mount the anchor onto the setting tool. 4.) Drive the anchor until the tool comes into contact with the surface of the base material. 5.) Insert threaded rod or bolt. TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

50 Design information Mechanical Anchors DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Steel failure Unit M8 Snake Characteristic resistance N Rk,s [kn] Partial safety factor g Ms 1) [-] 1.48 Pullout failure Cracked concrete Characteristic resistance N Rk,p [kn] Partial safety factor g 1) Mp [-] 1.8 2) Uncracked concrete Characteristic resistance N Rk,p [kn] Partial safety factor g 1) Mp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] 1.55 Concrete failure Concrete cone failure Characteristic spacing s cr,n Characteristic edge distance c cr,n Partial safety factor for cracked concrete g 1) Mc [-] 1.8 2) Partial safety factor for uncracked concrete g 1) Mc [-] 1.8 2) Splitting failure Characteristic spacing s cr,sp Characteristic edge distance c cr,sp Partial safety factor for cracked concrete g 1) Msp [-] 1.8 2) Partial safety factor for uncracked concrete g 1) Msp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.22 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor of g 2 = 1.2 is included M10 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

51 Design information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 001 Annex C Method A. Notation Steel failure Unit M8 Snake Steel failure without lever arm Characteristic resistance V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.5 Steel failure with lever arm (bending) Characteristic resistance M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.5 Concrete failure Pry-out failure Factor in equation (5.6) of ETAG 001 Annex C k [-] 1 1 Partial safety factor g 1) Mc [-] 1.5 2) Edge failure Effective length of anchor l f Outside diameter of anchor d nom Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor of g 2 = 1.0 is included M10 Mechanical Anchors PRECALCULATED TENSION AND SHEAR CAPACITIES According to ETAG 001 Annex C Method A. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the tables below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. For further details and background information please see the introduction of this manual. h c s F V N M8 C20/25 Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 28.0 Member thickness h 100 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/

52 Material INFORMation Mechanical Anchors M10 Anchoring located far from any edge Anchoring located close to an edge C20/25 Embedment depth h ef 28.0 Member thickness h 100 Edge distance c Anchor spacing s N Rd [kn] [kn] V Rd [kn] N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to MATERIAL INFORMATION MATERIAL SPECIFICATION 1 Part no. Designation Material Protection 1 Internal threaded screw C-steel type C10B21, hardened Zinc plated 5 µm ORDERING INFORMATION Anchor Art. no. Snake - zinc plated Type Dia. Length DFM Snake internal threaded M8 anchor kit M Box Carton DFM Snake internal threaded M10 anchor kit M SNAKE DFM Snake internal threaded M12 anchor kit* M *ETA Listing does not cover Snake size M12 TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 Setting Tool Art. no. DFM Snake M8 setting tool 1 - DFM Snake M10 setting tool 1 - DFM Snake M12 setting tool 1 - Type Box Carton SNAKE SETTING TOOL 50

53 Adhesive Anchor Overview ADHESIVE ANCHOR OVERVIEW Adhesive anchors offer many advantages for applications requiring high load capacities yet not allowing mechanical expansion forces in the base material. Adhesive systems also include the ability to be used with a variety of steel element materials. The load transfer mechanism of adhesive anchors bases on bond formed by the adhesive between the anchor and the wall of the drilled hole. The annular gap is completely filled with adhesive, sealing the anchor hole against weather. Adhesive mortars consist of aggregates and binder in the form of unsaturated polyester, vinylester, vinylester with cement (hybrid systems) or epoxy. All adhesive types have different strengths and cost advantages. Adhesive systems are further classified according to their delivery method. Injection systems provide the adhesive in plastic cartridges which is mixed through a static mixer and dispensed into the drilled hole. Sufficient cleaning of the drilled hole prior to installation of the anchor or reinforcement bar is of paramount importance. Capsule systems have the adhesive encapsulated in a glass capsule which is inserted into the drilled hole and mixed during anchor setting. SECTION CONTENT Injection Adhesive Systems Vinylester: AC100-PRO Epoxy: Pure150-PRO Pure110-PRO Polyester: PV50-PRO PV45-PRO Capsule Systems SC-PRO TECH MANUAL Mechanical Anchors 2014 DeWALT VOLUME 1 6/2014 ADHESIVE ANCHORS In Europe and many other countries, adhesive anchors used for applications in concrete are designed according to the EOTA TR 029. Adhesive anchors used for applications in masonry can be designed according to the ETAG 029 Annex C. Adhesive rebar anchoring systems are designed in compliance with structural concrete design codes as the Eurocode 2 EN

54 General Information GENERAL INFORMATION AC100-PRO Vinylester Injection Adhesive Anchoring System PRODUCT DESCRIPTION The AC100-PRO is a two-component vinylester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The AC100-PRO is a versatile anchoring system designed for various applications as for bonding steel elements to cracked and uncracked concrete or masonry, as well as for post-installing reinforcement bars. The adhesive is suitable for a wide range of ambient temperatures and even for water filled holes. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES -10 C 120/72 C 80/50 C 40/24 C TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 M8-M16 / Ø8-Ø16 FEATURES AND BENEFITS Designed for use with threaded rod, internal threaded sleeve or rebar Consistent performance in uncracked and cracked concrete of variable strength Wide range of steel element diameter and embedment depth Flexible fixture thicknesses Simple installation Versatile low odor formula with quick curing time Wide range of base material and ambient temperatures Cartridge design allows multiple uses using extra mixing nozzles APPROVALS AND LISTINGS ETAG 001 Option 1 F120 LOADING CONDITIONS STATIC QUASI-STATIC SEISMIC SUITABLE BASE MATERIALS M12-M30 / Ø12-Ø32 A+ A B C AC100-PRO Vinylester Threaded Rod Reinforcement Bar GRADES Carbon Steel 5.8 Carbon Steel 8.8 Stainless Steel A4 Stainless Steel HCR Rebar f y = 400 to 600 MPa APPROVALS ETA-13/0258 ESR-2582 DEWALT DESIGN ASSIST Real-Time Anchor Design Software 52

55 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD Notation Unit AC100-PRO - Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum spacing s min Minimum edge distance c min Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION DATA - REINFORCEMENT BAR Notation Unit AC100-PRO - Reinforcement bar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Nominal diameter of rebar d Nominal drill bit diameter d cut Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum edge distance c min Minimum spacing s min h 1 d 0 h ef TECH MANUAL 2014 DeWALT VOLUME 1 6/

56 Installation Information INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 4X 4X 4X 3.) Brush the hole with the proper wire brush 4 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. e.g. 20 C 45 mins. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) - 10 C 90 min 24 h - 5 C 90 min 14 h 0 C 45 min 7 h + 5 C 25 min 2 h + 10 C 15 min 80 min + 20 C 6 min 45 min + 30 C 4 min 25 min + 35 C 2 min 20 min + 40 C 1.5 min 15 min 1) Time data for dry concrete, double curing time for wet concrete TECH MANUAL 2014 DeWALT VOLUME 1 6/

57 Design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Carbon steel Characteristic resistance, strength class 5.8 N Rk,s [kn] Characteristic resistance, strength class 8.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.50 A4 and HCR steel Characteristic resistance, strength class 50 N Rk,s [kn] Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] Combined pullout and concrete failure Characteristic resistance in cracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C t Rk,cr [N/mm²] Temperature Range: 80 C / 50 C t Rk,cr [N/mm²] Temperature Range: 120 C / 72 C t Rk,cr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] ) Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C t Rk,uncr [N/mm²] Temperature Range: 80 C / 50 C t Rk,uncr [N/mm²] Temperature Range: 120 C / 72 C t Rk,uncr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] 1.5 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.04 C40/50 c c [-] 1.08 C50/60 c c [-] 1.10 Seismic reduction factor a N,seis [-] Concrete failure Concrete cone failure Characteristic spacing s cr,n 3.0 h ef Characteristic edge distance c cr,n 1.5 h ef Partial safety factor for cracked concrete g 1) Mc [-] ) Partial safety factor for uncracked concrete g 1) Mc [-] 1.5 2) 1.8 3) Splitting failure Characteristic spacing s cr,sp 2 c cr,sp Characteristic edge distance c cr,sp 5 h ef - 2 h but 1 h ef and 2.4 h ef Partial safety factor for cracked concrete g 1) Msp [-] ) Partial safety factor for uncracked concrete g 1) Msp [-] 1.5 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.0 is included 3) Partial safety factor g 2 = 1.2 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

58 Design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Steel failure without lever arm Carbon steel Characteristic resistance, strength class 5.8 V Rk,s [kn] Characteristic resistance, strength class 8.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 V Rk,s [kn] Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] Seismic reduction factor a V,seis [-] Steel failure with lever arm (bending) Carbon steel Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Characteristic resistance, strength class 8.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 M 0 Rk,s [Nm] Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor g 2 =1.0 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves and reinforcement bars can be found in the relevant approval documents. For further details and background information please see the introduction of this manual. h c s F V N 56

59 Design Information Influence of steel grades Size Property A4 / HCR M8 N Rd [kn] V Rd [kn] M10 N Rd [kn] V Rd [kn] M12 N Rd [kn] V Rd [kn] M16 N Rd [kn] V Rd [kn] M20 N Rd [kn] V Rd [kn] M24 N Rd [kn] V Rd [kn] M27 N Rd [kn] V Rd [kn] M30 N Rd [kn] V Rd [kn] Instructions: The steel grade potentially influences the load capacity of the anchor. Left table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in left table has to be compared with the concrete and pullout strengths in the following tables. M8 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 80 Member thickness h 110 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] M10 C20/25 Anchoring located far from any edge 8.8 steel dry/wet concrete Embedment depth h ef 100 Member thickness h 130 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

60 Design Information M12 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 120 Member thickness h 150 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M16 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 160 Member thickness h 196 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 58

61 Design Information M20 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 200 Member thickness h 248 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M24 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 240 Member thickness h 296 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

62 Design Information M27 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 270 Member thickness h 334 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M30 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 300 Member thickness h 370 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 60

63 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material 1 Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8.8, R m = 800 MPa; R p 0.2 = 640 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm 1 Anchor rod Stainless steel A4 Stainless steel / / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / / ; Strength class 50 (for > M24); Strength class 70 (for M24) 3 Washer Stainless steel / / Anchor rod Stainless steel HCR Stainless steel / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / ; Strength class 50 (for > M24); Strength class 70 (for M24) 3 Washer Stainless steel / TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 MATERIAL SPECIFICATIONS - REINFORCEMENT BAR Extract of EN Annex C, Table C.1 Class B Class C Characteristic yield strength f yk or f 0.2k [MPa] 400 to 600 Minimum value of k = (f t / f y ) k [-] < 1.35 Characteristic strain at maximum force e uk [%] Bendability Bend/Rebend test Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size 8 mm ; ± 4.5 for nominal bar size > 8 mm Extract of EN Annex C, Table C.2N Class B Class C Minimum value of related rib area f R,min for nominal bar size 8 mm to 12 mm; for nominal bar size > 12 mm 61

64 Ordering Information ORDERING INFORMATION AC100-PRO adhesive Art. no. Type Box DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 8 Mixing nozzles Art. no. Type Length Box Carton DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element DFC Adhesive mixing nozzle - black - 14 element Carton AC100-PRO CARTRIDGE MIXING NOZZLE AND EXTENSION Cartridge guns Art. no. Type Box DFC ml Manual adhesive dispensing tool 1 12 Carton DFC DFC ml Manual adhesive dispensing tool 1 10 DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC ml Pneumatic adhesive dispensing tool 1 - DFC DFC ml Pneumatic adhesive dispensing tool 1 - Accessories DFC TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø DFC Adhesive piston plug #14 - Ø10 M DFC Adhesive piston plug #16 - Ø12 M DFC Adhesive piston plug #20 - Ø16 M DFC Adhesive piston plug #25 - Ø DFC Adhesive piston plug #28(27/29) - Ø22 M DFC Adhesive piston plug #32 - Ø24-25 M DFC Adhesive piston plug #35(34/36) - Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PISTON PLUG 62

65 Ordering Information Chisel point threaded rods Art. no. Type Drill dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC Zinc plated class 5.8 steel 260mm 24 M DFC Zinc plated class 5.8 steel 300mm 28 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M DFC A4 stainless steel 260mm 24 M DFC A4 stainless steel 300mm 28 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M DFC Hot dipped galvanized 260mm 24 M DFC Hot dipped galvanized 290mm 28 M Box Carton HOT DIPPED GALVANIZED TECH MANUAL 2014 DeWALT VOLUME 1 6/

66 General Information GENERAL INFORMATION AC100-PRO Vinylester Injection Adhesive Anchoring System PRODUCT DESCRIPTION The AC100-PRO is a two-component vinylester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The AC100-PRO is a versatile anchoring system designed for various applications and base materials including bonding steel elements to masonry made of solid and hollow bricks. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES +5 C 120/72 C 80/50 C 40/24 C AC100-PRO Vinylester FEATURES AND BENEFITS Designed for use with threaded rod Wide range of steel element diameter and embedment depth Flexible fixture thicknesses Simple installation Versatile low odor formula with quick curing time Wide range of base material and ambient temperatures Cartridge design allows multiple uses using extra mixing nozzles APPROVALS AND LISTINGS Threaded Rod Plastic Sleeve GRADES Carbon Steel 5.8 Stainless Steel A4 ETAG 029 A+ A B C APPROVALS ETA-13/0050 LOADING CONDITIONS TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 STATIC QUASI-STATIC SUITABLE BASE MATERIALS 64

67 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - SOLID BRICKS, WITHOUT SLEEVE Solid bricks, without sleeve Notation Unit M8 M10 M12 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of nylon brush d b Embedment depth h ef Bore hole depth h Minimum spacing for solid bricks s min Minimum edge distance for solid bricks c min Maximum torque T max [Nm] Torque wrench socket size S w h 1 t fix d 0 T max h ef S w d f INSTALLATION DATA - SOLID AND HOLLOW BRICKS, WITH SLEEVE Solid and hollow bricks, with sleeve Notation Unit M8 M10 M12 Sleeve type SH 13x100 SH 15x100 SH 15x100 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of nylon brush d b Embedment depth h ef Length of sleeve l s Bore hole depth h Minimum spacing for solid bricks s min Minimum spacing for hollow bricks s min Minimum edge distance for solid bricks c min Minimum edge distance for hollow brick c min Maximum torque T max [Nm] Torque wrench socket size S w t h fix 1 d 0 h ef T max S w TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 d f 65

68 SECTION CONTENTS INSTALLATION INSTRUCTIONS - SOLID BRICKS, WITHOUT SLEEVE 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 2X 2X 2X 3.) Brush the hole with the proper wire brush. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Fill the sleeve up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. e.g. 20 C 45 mins. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. INSTALLATION INSTRUCTIONS - SOLID BRICKS, WITHOUT SLEEVE INSTALLATION INSTRUCTIONS - SOLID AND HOLLOW BRICKS, WITH SLEEVE e.g. 20 C 2X 2X 2X 45 mins. 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Insert the sleeve, required for hollow masonry, into the hole. Fill the sleeve up completely with adhesive. 6.) Push the steel element into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) + 5 C to + 9 C 25 min 120 min + 10 C to + 19 C 15 min 80 min + 20 C to + 29 C 6 min 45 min + 30 C to + 34 C 4 min 25 min + 35 C to + 40 C 2 min 20 min 1) Time data for dry concrete, double curing time for wet concrete TECH MANUAL 2014 DeWALT VOLUME 1 6/

69 INSTALLATION INFORMATION DESIGN INFORMATION The following tables are valid for specific brick types defined in the technical approval. No responsibility is taken for the correctness of this data. The values in the table below are characteristic values for the anchor resistance. For further details and background information please see the introduction of this manual. TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 029 Annex C Method A. Brick type, density and compressive strength Solid sand-lime brick r 1.8 kg/dm³ f b 8 MPa Solid clay brick r 1.8 kg/dm³ f b 12 MPa Hollow sand-lime brick r 1.2 kg/dm³ f b 12 MPa Hollow clay brick r 0.8 kg/dm³ f b 12 MPa Notation Unit Anchor rod M8 M10 M12 Failure of metal part / Pullout failure of anchor / Brick breakout failure / Pullout of one brick Characteristic resistance in dry/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 4.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 3.0 Characteristic resistance in wet/wet 2) and wet/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 3.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 2.5 Characteristic resistance in dry/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 5.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 4.5 Characteristic resistance in wet/wet 2) and wet/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 4.5 Temperature Range: 80 C / 50 C 1) N Rk [kn] 3.5 Characteristic spacing s cr 160 Characteristic resistance in dry/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 4.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 3.0 Characteristic resistance in wet/wet 2) and wet/dry 2 ) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 3.5 Temperature Range: 80 C / 50 C 1) N Rk [kn] 3.0 Characteristic resistance in dry/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 3.5 Temperature Range: 80 C / 50 C 1) N Rk [kn] 3.0 Characteristic resistance in wet/wet 2) and wet/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 3.5 Temperature Range: 80 C / 50 C 1) N Rk [kn] 2.5 Characteristic spacing s cr 160 Characteristic resistance in dry/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 2.5 Temperature Range: 80 C / 50 C 1) N Rk [kn] 2.5 Characteristic resistance in wet/wet 2) and wet/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 2.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 2.0 Characteristic spacing s cr 498 Without sleeve With sleeve SH Without sleeve With sleeve SH With sleeve SH With sleeve SH Characteristic resistance in dry/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 2.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 2.0 Characteristic resistance in wet/wet 2) and wet/dry 2) concrete Temperature Range: 40 C / 24 C 1) N Rk [kn] 2.0 Temperature Range: 80 C / 50 C 1) N Rk [kn] 2.0 Characteristic spacing s cr 373 Partial safety factor g 3) M [-] 2.5 Reduction factor in case of unfilled or not visible vertical joints a j [-] ) N Rk,p = N Rk,b = N Rk,pb = N Rk,s = N Rk 2) Installation/Use 3) In absence of other national regulations The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to DEWALT DESIGN ASSIST c N s V TECH MANUAL 2014 DeWALT VOLUME 1 6/

70 Design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 029 Annex C Method A. Brick type, density and compressive strength Solid sand-lime brick r 1.8 kg/dm³ f b 8 MPa Solid clay brick r 1.8 kg/dm³ f b 12 MPa Hollow sand-lime brick r 1.2 kg/dm³ f b 12 MPa Notation Unit Anchor rod M8 M10 M12 Failure of metal part, shear load without lever arm / Local brick failure / Brick edge failure Characteristic resistance in dry/dry 4) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 4.0 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 3.0 Characteristic resistance in wet/wet 4) and wet/dry 4) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 3.0 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 2.5 Characteristic resistance in dry/dry 4) ) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 5.0 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 4.5 Characteristic resistance in wet/wet 4) and wet/dry 4) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 4.5 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 3.5 Characteristic spacing s cr 160 Characteristic resistance in dry/dry 4) ) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 4.0 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 3.0 Characteristic resistance in wet/wet 4) and wet/dry 4) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 3.5 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 3.0 Characteristic resistance in dry/dry 4) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 3.5 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 3.0 Characteristic resistance in wet/wet 4) and wet/dry 4) ) concrete Temperature Range: 40 C / 24 C 1,2) V Rk [kn] 3.5 Temperature Range: 80 C / 50 C 1,2) V Rk [kn] 2.5 Characteristic spacing s cr 160 Characteristic resistance in dry/dry 4) concrete Temperature Range: 40 C / 24 C 1,3) V Rk [kn] 2.0 Temperature Range: 80 C / 50 C 1,3) V Rk [kn] 2.0 Characteristic resistance in wet/wet 4) and wet/dry 4) concrete Temperature Range: 40 C / 24 C 1,3) V Rk [kn] 1.5 Without sleeve With sleeve SH Without sleeve With sleeve SH With sleeve SH Temperature Range: 80 C / 50 C V Rk 1,3) [kn] 1.5 Characteristic spacing s cr 498 Hollow clay brick r 0.8 kg/dm³ f b 12 MPa With sleeve SH Characteristic resistance in dry/dry 4) concrete Temperature Range: 40 C / 24 C 1,3) V Rk [kn] 2.0 Temperature Range: 80 C / 50 C 1,3) V Rk [kn] 2.0 Characteristic resistance in wet/wet 4) and wet/dry 4) concrete Temperature Range: 40 C / 24 C 1,3) V Rk [kn] 2.0 Temperature Range: 80 C / 50 C 1,3) V Rk [kn] 2.0 Characteristic spacing s cr 373 Partial safety factor g M 5) [-] 2.5 TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Failure of metal part, shear load with lever arm Carbon steel Characteristic resistance, strength class 5.8 M Rk,s [Nm] 19 Partial safety factor g Ms,v 5) [-] 1.25 Stainless steel Characteristic resistance, strength class 70 M Rk,s [Nm] 26 Partial safety factor g Ms,v 5) [-] ) V Rk,b = V Rk,s = V Rk 2 ) V Rk,c = 0.45 (d 0 ) 0.5 (h ef / d 0 ) 0.2 (f b ) 0.5 c ; c 1 = edge distance closest to the edge in loading direction 3 ) V Rk,c = V Rk 4) Installation/Use 5 ) In absence of other national regulations DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 68

71 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS Threaded Rod Part No. Designation Material Carbon steel Anchor rod Steel zinc plated 5 µm or hot-dip galvanized 40 µm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm; Hot-dip galvanized 40 μm Stainless steel A4 1 Anchor rod Stainless steel / / ; Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa 2 Hexagon nut Stainless steel / / ; Strength class 70 3 Washer Stainless steel / / ORDERING INFORMATION AC100-PRO adhesive Art. no. Type Box DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 8 Mixing nozzles Art. no. Type Length Box Carton DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element DFC Adhesive mixing nozzle - black - 14 element Cartridge guns Art. no. Type Box DFC ml Manual adhesive dispensing tool 1 12 Carton Carton AC100-PRO CARTRIDGE MIXING NOZZLE AND EXTENSION DFC DFC ml Manual adhesive dispensing tool 1 10 DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC ml Pneumatic adhesive dispensing tool 1 - DFC ml Pneumatic adhesive dispensing tool 1 - DFC DFC DFC TECH MANUAL 2014 DeWALT VOLUME 1 6/

72 Ordering Information Accessories Art. no. Type Drill dia. Anchor dia. DFC DEWALT blow pump DFC Nylon brush drill hole cleaner DFC Nylon brush drill hole cleaner DFC Nylon brush drill hole cleaner Box Carton BLOW PUMP NYLON BRUSHES DFC mmx100mm PRO plastic sleeve (AC100PRO) - M DFC mmx100mm PRO plastic sleeve (AC100PRO) - M10 - M PLASTIC SLEEVE DFC x 1000 mesh sleeve - M DFC x 1000 mesh sleeve - M10 - M PRO PLASTIC SLEEVE DFC x 1000 mesh sleeve - M16 - M MESH SLEEVE Chisel point threaded rods Art. no. Type Drill dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M Box Carton HOT DIPPED GALVANIZED TECH MANUAL 2014 DeWALT VOLUME 1 6/

73 General Information GENERAL INFORMATION AC100-PRO Vinylester Injection Adhesive Anchoring System PRODUCT DESCRIPTION The AC100-PRO is a two-component vinylester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The AC100-PRO is a versatile anchoring system designed for various applications and base materials. It is also very suitable for bonding rebar to concrete as postinstalled reinforcement application. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Designed for use with reinforcement bars of internationally common grades Consistent performance in uncracked and cracked concrete Flexible anchorage lengths of up to 2000 mm Simple installation Versatile low odor formula with quick curing time Applicable for wide range of ambient temperatures Cartridge design allows multiple uses using extra mixing nozzles AC100-PRO Vinylester Reinforcement Bar APPROVALS AND LISTINGS GRADES f y = 400 to 600 MPa EOTA TR 23 F180 REBAR CONNECTIONS A+ A B C APPROVALS ETA-13/0316 LOADING CONDITIONS STATIC QUASI-STATIC SUITABLE BASE MATERIALS TECH MANUAL 2014 DeWALT VOLUME 1 6/

74 installation Information INSTALLATION INFORMATION INSTALLATION DATA - POST INSTALLED REBAR Post-installed reinforcement bar Notation Unit Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø22 Ø24 Ø25 Diameter of reinforcement bar d s Nominal drill bit diameter d Diameter of brush d b Embedment depth l v As given below Minimum spacing s min Minimum concrete cover c min Drilling method Rebar diameter Without drilling aid With drilling aid 5 d s 50 mm Hammer drilling Compressed air drilling < 25 mm 30 mm l v 2 d s 30 mm l v 2 d s = 25 mm 40 mm l v 2 d s 40 mm l v 2 d s < 25 mm 50 mm l v 50 mm l v = 25 mm 60 mm l v 60 mm l v h 1 d 0 h ef Concrete temperature Working time Minimum curing time 1) 0 C to + 4 C 45 min 7 h + 5 C to + 9 C 25 min 2 h + 10 C to + 19 C 15 min 80 min + 20 C to + 24 C 6 min 45 min + 25 C to + 29 C 4 min 25 min + 30 C to + 40 C 2.5 min 15 min 1) Time data for dry concrete, double curing time for wet concrete INSTALLATION INSTRUCTIONS e.g. 20 C 4X 4X 4X 45 mins. TECH MANUAL 2014 DeWALT VOLUME 1 6/ ) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 3.) Brush the hole with the proper wire brush 4 times minimum. For complete installation instructions, see technical approval. 4.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 5.) Fill the hole up to approximately 2/3 with adhesive. 6.) Push the rebar into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. 72

75 Design Information DESIGN INFORMATION The following information is meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of the data. Reinforcement bars installed by AC100-PRO adhesive proved as good as cast-in reinforcement bars. For this reason their design complies with the concrete design approach which basically determines the anchorage length required to transfer a given design load from the reinforcement bar into the concrete. For further details and background information please see the introduction of this manual and to the respective design codes. ANCHORAGE LENGTH Basic anchorage length: (EN Section 8.4.3) l b,rqd = (ø / 4) x (s sd / f bd ) with: ø = diameter of the rebar s sd = calculated design stress of the rebar f bd = design value of bond strength Basic design value of bond strength f bd for various concrete strength classes [MPa] (valid for good bond conditons) C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C49/59 C45/55 C50/ Reduction factor for poor bond condition as defined in EN Section 8.4.2: h = 0.7 Design anchorage length Anchorage (EN Section 8.4.4) Design anchorage length Overlap joint (EN Section 8.7.3) l b,d = l v l 0 l v l b,d = l v l b,d = l v l b,d = a 1 a 2 a 3 a 4 a 5 l b,rqd l b,min l b,d = l o l o = a 1 a 2 a 3 a 5 a 6 l b,rqd l 0,min a 1 = 1.0 (straight bars) a 1 = 1.0 (straight bars) a 2 = (c d Ø) / Ø c d = min{s/2; c} a 2 = (c d Ø) / Ø c d = min{s/2; c} a 3 = 1.0 (no transverse reinforcement) a 3 = 1.0 (no transverse reinforcement) a 4 = 1.0 (no welding) a 5 = p p = ultimate transverse pressure l b,min = max {0.3 l b,rqd ; 10 Ø; 100 mm} under tension = max {0.6 l b,rqd ; 10 Ø; 100 mm} under compression a 4 = p p = ultimate transverse pressure a 5 = (p t / 25) = lapped bar ratio p t l 0,min = max {0.3 a 6 lb,rqd ; 15 Ø; 200 mm} under tension TECH MANUAL 2014 DeWALT VOLUME 1 6/

76 Design Information LOAD CAPACITIES C20/25 f bd = 2.3 MPa f y = 500 MPa g Ms = 1.15 Length Post-installed reinforcement bar: anchorage Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 a 1 = a 2 = a 3 = a 4 = a 5 = 1.0 Bond condition: Good Influence of bond condition N Rd [kn] x 0.7 N yd [kn] x x x x x x x x x x x x x x x x x x 0.7 Yield strength Poor TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 C20/25 f bd = 2.3 MPa f y = 500 MPa g Ms = 1.15 Length Post-installed reinforcement bar: overlap joint Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 a 1 = a 2 = a 3 = a 4 = a 5 = 1.0 Bond condition: Good Influence of bond condition N Rd [kn] x 0.7 N yd [kn] x x x x x x x x x x x x x x x x x 0.7 Yield strength Poor 74

77 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - REINFORCEMENT BAR Extract of EN Annex C, Table C.1 Class B Class C Characteristic yield strength f yk or f 0.2k [MPa] 400 to 600 Minimum value of k = (f t / f y ) k [-] < 1.35 Characteristic strain at maximum force e uk [%] Bendability Bend/Rebend test Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size 8 mm; ± 4.5 for nominal bar size > 8 mm Extract of EN Annex C, Table C.2N Class B Class C Minimum value of related rib area f R,min for nominal bar size 8 mm to 12 mm; for nominal bar size > 12 mm ORDERING INFORMATION AC100-PRO adhesive Art. no. Type Box DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 8 Carton AC100-PRO CARTRIDGE Mixing nozzles Art. no. Type Length Box DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element DFC Adhesive mixing nozzle - black - 14 element Carton MIXING NOZZLE AND EXTENSION Cartridge guns Art. no. Type Box Carton DFC DFC ml Manual adhesive dispensing tool 1 12 DFC ml Manual adhesive dispensing tool 1 10 DFC DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC ml Pneumatic adhesive dispensing tool 1 - DFC ml Pneumatic adhesive dispensing tool 1 - DFC DFC TECH MANUAL 2014 DeWALT VOLUME 1 6/

78 Material Information Accessories Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø DFC Adhesive piston plug #14 - Ø10 M DFC Adhesive piston plug #16 - Ø12 M DFC Adhesive piston plug #20 - Ø16 M DFC Adhesive piston plug #25 - Ø DFC Adhesive piston plug #28(27/29) - Ø22 M DFC Adhesive piston plug #32 - Ø24-25 M DFC Adhesive piston plug #35(34/36) - Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PISTON PLUG TECH MANUAL 2014 DeWALT VOLUME 1 6/

79 General Information GENERAL INFORMATION Pure15 0-PRO Epoxy Injection Adhesive Anchoring System PRODUCT DESCRIPTION The Pure150-PRO is a two-component epoxy adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The Pure150-PRO is a high strength adhesive designed for bonding steel elements or post-installing reinforcement bars to cracked and uncracked concrete. The adhesive is suitable for a medium range of ambient temperatures but also for water filled holes. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES +5 C 72/43 C 40/24 C FEATURES AND BENEFITS Designed for use with threaded rod, internal threaded sleeve or rebar Consistent performance in uncracked and cracked concrete of variable strength Wide range of steel element diameter and embedment depth Simple installation and allows flexible fixture thicknesses Versatile low odor formula with long working time High strengths in medium range of ambient temperatures Cartridge design fits in popular competitor dispensers and allows multiple uses using extra mixing nozzles Pure150-PRO Epoxy Threaded Rod Reinforcement Bar APPROVALS AND LISTINGS GRADES Carbon Steel 5.8 Carbon Steel 8.8 ETAG 001 Option 1 F120 A+ A B C Stainless Steel A4 Stainless Steel HCR LOADING CONDITIONS Rebar f y = 400 to 600 MPa STATIC QUASI-STATIC SEISMIC SUITABLE BASE MATERIALS APPROVALS ETA-12/0605 ESR-2583 DEWALT DESIGN ASSIST Real-Time Anchor Design Software TECH MANUAL 2014 DeWALT VOLUME 1 6/

80 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD Notation Unit Pure150-PRO - Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum spacing s min Minimum edge distance c min Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION DATA - REINFORCEMENT BAR Notation Unit Pure150-PRO - Reinforcement bar Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Nominal diameter of rebar d Nominal drill bit diameter d Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum edge distance c min Minimum spacing s min TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 d 0 h 1 h ef 78

81 Installation Information INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 2X 2X 2X 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. e.g. 20 C 10 hr 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature. TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) + 5 C 120 min 50 h + 10 C 90 min 30 h + 20 C 30 min 10 h + 30 C 20 min 6 h + 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete 79

82 Design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure Pure150-PRO - Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Carbon steel Characteristic resistance, strength class 5.8 N Rk,s [kn] Characteristic resistance, strength class 8.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.50 A4 and HCR steel Characteristic resistance, strength class 50 N Rk,s [kn] Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] Combined pullout and concrete failure Characteristic resistance in cracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C for h ef 12d t Rk,cr [N/mm²] Temperature Range: 72 C / 43 C for h ef 12d t Rk,cr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] ) 2.1 3) Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C for h ef 12d t Rk,uncr [N/mm²] Temperature Range: 72 C / 43 C for h ef 12d t Rk,uncr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] 1.8 2) 2.1 3) Increasing factor for concrete strength C30/37 c c [-] 1.04 C40/50 c c [-] 1.08 C50/60 c c [-] 1.10 Seismic reduction factor a N,seis [-] Concrete failure Concrete cone failure Characteristic spacing s cr,n 3.0 h ef Characteristic edge distance c cr,n 1.5 h ef Partial safety factor for cracked concrete g 1) Mc [-] ) 2.1 3) Partial safety factor for uncracked concrete g 1) Mc [-] 1.8 2) 2.1 3) Splitting failure Characteristic spacing s cr,sp 2 c cr,sp TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Characteristic edge distance c cr,sp 5 h ef - 2 h but 1 h ef and 2.4 h ef Partial safety factor for cracked concrete g 1) Msp [-] ) 2.1 3) Partial safety factor for uncracked concrete g 1) Msp [-] 1.8 2) 2.1 3) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.2 is included 3) Partial safety factor g 2 = 1.4 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 80

83 Design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Pure150-PRO - Threaded rod M8 M10 M12 M16 M20 M24 M27 M30 Steel failure Steel failure without lever arm Carbon steel Characteristic resistance, strength class 5.8 V Rk,s [kn] Characteristic resistance, strength class 8.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 V Rk,s [kn] Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] Seismic reduction factor a V,seis [-] Steel failure with lever arm (bending) Carbon steel Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Characteristic resistance, strength class 8.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 M 0 Rk,s [Nm] Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor g 2 = 1.0 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves and reinforcement bars can be found in the relevant approval documents. For further details and background information please see the introduction of this manual. h c s F V N TECH MANUAL 2014 DeWALT VOLUME 1 6/

84 Design Information TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Influence of steel grades Size Property A4 / HCR M8 N Rd [kn] V Rd [kn] M10 N Rd [kn] V Rd [kn] M12 N Rd [kn] V Rd [kn] M16 N Rd [kn] V Rd [kn] M20 N Rd [kn] V Rd [kn] M24 N Rd [kn] V Rd [kn] M27 N Rd [kn] V Rd [kn] M30 N Rd [kn] V Rd [kn] M8 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 80 Member thickness h 110 Instructions: The steel grade potentially influences the load capacity of the anchor. Left table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in left table has to be compared with the concrete and pullout strengths in the following tables. Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M10 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 100 Member thickness h 130 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 82

85 Design Information M12 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 120 Member thickness h 150 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M16 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 160 Member thickness h 196 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 83

86 Design Information M20 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 200 Member thickness h 248 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M24 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 240 Member thickness h 296 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

87 Design Information M27 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 270 Member thickness h 334 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M30 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 300 Member thickness h 370 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 85

88 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material 1 Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8.8, R m = 800 MPa; R p 0.2 = 640 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm 1 Anchor rod Stainless steel A4 Stainless steel / / 1.457; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / / ; Strength class 50 (for > M24); Strength class 70 (for M24) 3 Washer Stainless steel / / Anchor rod Stainless steel HCR Stainless steel / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / ; Strength class 50 (for > M24); Strength class 70 (for M24) 3 Washer Stainless steel / MATERIAL SPECIFICATIONS - REINFORCEMENT BAR Extract of EN Annex C, Table C.1 Class B Class C Characteristic yield strength f yk or f 0.2k [MPa] 400 to 600 Minimum value of k = (f t / f y ) k [-] < 1.35 Characteristic strain at maximum force e uk [%] Bendability Bend/Rebend test Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size 8 mm; ± 4.5 for nominal bar size > 8 mm Extract of EN Annex C, Table C.2N Class B Class C Minimum value of related rib area f R,min for nominal bar size 8 mm to 12 mm; for nominal bar size > 12 mm TECH MANUAL 2014 DeWALT VOLUME 1 6/

89 Ordering Information ORDERING INFORMATION Pure150-PRO adhesive Art. no. Type Box DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 5 Mixing nozzles Art. No. Type Length Box Carton DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element Carton PURE150-PRO CARTRIDGE MIXING NOZZLE AND EXTENSION Cartridge guns Art. no. Type Box Carton DFC /585ml Manual adhesive dispensing tool 1 5 DFC /585ml Heavy duty manual adhesive dispensing tool 1 10 DFC DFC /585ml Pneumatic adhesive dispensing tool 1 - DFC DFC ml Pneumatic adhesive dispensing tool 1 - Accessories Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø DFC Adhesive piston plug #14 - Ø10 M DFC Adhesive piston plug #16 - Ø12 M DFC Adhesive piston plug #20 - Ø16 M DFC Adhesive piston plug #25 - Ø DFC Adhesive piston plug #28(27/29) - Ø22 M DFC Adhesive piston plug #32 - Ø24-25 M DFC Adhesive piston plug #35(34/36) - Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PISTON PLUG TECH MANUAL 2014 DeWALT VOLUME 1 6/

90 Ordering Information Chisel point threaded rods Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC Zinc plated class 5.8 steel 260mm 24 M DFC Zinc plated class 5.8 steel 300mm 28 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M DFC A4 stainless steel 260mm 24 M DFC A4 stainless steel 300mm 28 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill hole dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M DFC Hot dipped galvanized 260mm 24 M DFC Hot dipped galvanized 290mm 28 M Box Carton HOT DIPPED GALVANIZED TECH MANUAL 2014 DeWALT VOLUME 1 6/

91 General Information GENERAL INFORMATION Pure15 0-PRO Epoxy Injection Adhesive Anchoring System PRODUCT DESCRIPTION The Pure150-PRO is a two-component epoxy adhesive anchoring system which is also qualified for core drilled holes (diamond coring). The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The Pure150-PRO is a high strength adhesive designed for bonding steel elements or postinstalling reinforcement bars to uncracked concrete. The adhesive is suitable for a medium range of ambient temperatures but also for water filled holes. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES +5 C 72/43 C 40/24 C FEATURES AND BENEFITS Designed for use with threaded rod, internal threaded sleeve or rebar Consistent performance in uncracked and cracked concrete of variable strength Wide range of steel element diameter and embedment depth Simple installation and allows flexible fixture thicknesses Versatile low odor formula with long working time High strengths in medium range of ambient temperatures Cartridge design fits in popular competitor dispensers and allows multiple uses using extra mixing nozzles Pure150-PRO Epoxy Threaded Rod Reinforcement Bar APPROVALS AND LISTINGS ETAG 001 Option 7 F120 LOADING CONDITIONS A+ A B C GRADES Carbon Steel 5.8 Carbon Steel 8.8 Stainless Steel A4 Stainless Steel HCR Rebar f y = 400 to 600 MPa STATIC QUASI-STATIC SUITABLE BASE MATERIALS APPROVALS ETA-12/0606 ESR-2583 DEWALT DESIGN ASSIST Real-Time Anchor Design Software TECH MANUAL 2014 DeWALT VOLUME 1 6/

92 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD Notation Unit Pure150-PRO (core drilling) - Threaded rod M10 M12 M16 M20 M24 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum spacing s min Minimum edge distance c min Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION DATA - REINFORCEMENT BAR Notation Unit Pure150-PRO (core drilling) - Reinforcement bar Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Nominal diameter of rebar d Nominal drill bit diameter d Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum edge distance c min Minimum spacing s min TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 d 0 h 1 h ef 90

93 Installation Information INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Rinse the hole until access water is clear. 2X 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Rinse the hole until access water is clear. 2X 5.) Blow the hole clean using a hand pump or compressed air 2 times minimum. e.g. 20 C 2X 2X 10 hr. 6.) Brush the hole with the proper wire brush 2 times minimum. 7.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 8.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 9.) Push the steel element into the hole while turning slightly. 10.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) + 5 C 120 min 50 h + 10 C 90 min 30 h + 20 C 30 min 10 h + 30 C 20 min 6 h + 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete TECH MANUAL 2014 DeWALT VOLUME 1 6/

94 Design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Steel failure Unit Pure150-PRO - Threaded rod M10 M12 M16 M20 M24 Carbon steel Characteristic resistance, strength class 5.8 N Rk,s [kn] Characteristic resistance, strength class 8.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.50 A4 and HCR steel Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.87 Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C t Rk,uncr [N/mm²] Temperature Range: 72 C / 43 C t Rk,uncr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] 1.5 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.04 C40/50 c c [-] 1.08 C50/60 c c [-] 1.10 Concrete failure Concrete cone failure Characteristic spacing s cr,n 3.0 h ef Characteristic edge distance c cr,n 1.5 h ef Partial safety factor for uncracked concrete g 1) Mc [-] 1.5 2) 1.8 3) Splitting failure Characteristic spacing s cr,sp 2 c cr,sp Characteristic edge distance c cr,sp 5 h ef - 2 h but 1 h ef and 2.4 h ef Partial safety factor for uncracked concrete g 1) Msp [-] 1.5 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.0 is included 3) Partial safety factor g 2 = 1.2 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

95 Design Information SHEAR LOAD CAPACITIES - PARAMETER FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure Pure150-PRO - Threaded rod M10 M12 M16 M20 M24 Steel failure without lever arm Carbon steel Characteristic resistance, strength class 5.8 V Rk,s [kn] Characteristic resistance, strength class 8.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.56 Steel failure with lever arm (bending) Carbon steel Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Characteristic resistance, strength class 8.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.56 Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor g 2 = 1.0 is included TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 93

96 Design Information PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loading and the resistance. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves and reinforcement bars can be found in the relevant approval documents. For further details and background information please see the introduction of this manual. Influence of steel grades Size Property A4 / HCR M10 M12 M16 M20 M24 N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] h c s F V N Instructions: The steel grade potentially influences the load capacity of the anchor. Left table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in left table has to be compared with the concrete and pullout strengths in the following tables. M10 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 100 Member thickness h 130 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

97 Design Information M12 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 120 Member thickness h 150 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M16 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 160 Member thickness h 196 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 95

98 Design Information M20 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 200 Member thickness h 248 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M24 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 240 Member thickness h 296 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

99 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material 1 Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa ; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8.8, R m = 800 MPa; R p 0.2 = 640MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm 1 Anchor rod Stainless steel A4 Stainless steel / Strength class 70, R m = 700 MPa ; R p 0.2 = 450 MPa 2 Hexagon nut Stainless steel / ; Strength class 70 3 Washer Stainless steel / Anchor rod Stainless steel HCR Stainless steel / Strength class 70, R m = 700 MPa ; R p 0.2 = 450 MPa 2 Hexagon nut Stainless steel / ; Strength class 70 3 Washer Stainless steel / TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 MATERIAL SPECIFICATIONS - REINFORCEMENT BAR Extract of EN Annex C, Table C.1 Class B Class C Characteristic yield strength f yk or f 0.2k [MPa] 400 to 600 Minimum value of k = (f t / f y ) k [-] < 1.35 Characteristic strain at maximum force e uk [%] Bendability Bend/Rebend test Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size 8 mm; ± 4.5 for nominal bar size > 8 mm Extract of EN Annex C, Table C.2N Class B Class C Minimum value of related rib area f R,min for nominal bar size 8 mm to 12 mm; for nominal bar size > 12 mm 97

100 Ordering Information ORDERING INFORMATION Pure150-PRO adhesive Art. no. Type Box DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 5 Mixing nozzles Art. No. Type Length Box Carton DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element Carton PURE150-PRO CARTRIDGE MIXING NOZZLE AND EXTENSION Cartridge guns Art. no. Type Box Carton DFC /585ml Manual adhesive dispensing tool 1 5 DFC /585ml Heavy duty manual adhesive dispensing tool 1 10 DFC DFC /585ml Pneumatic adhesive dispensing tool 1 - DFC DFC ml Pneumatic adhesive dispensing tool 1 - Accessories TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø DFC Adhesive piston plug #14 - Ø10 M DFC Adhesive piston plug #16 - Ø12 M DFC Adhesive piston plug #20 - Ø16 M DFC Adhesive piston plug #25 - Ø DFC Adhesive piston plug #28(27/29) - Ø22 M DFC Adhesive piston plug #32 - Ø24-25 M DFC Adhesive piston plug #35(34/36) - Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PISTON PLUG 98

101 Ordering Information Chisel point threaded rods Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC Zinc plated class 5.8 steel 260mm 24 M DFC Zinc plated class 5.8 steel 300mm 28 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M DFC A4 stainless steel 260mm 24 M DFC A4 stainless steel 300mm 28 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill hole dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M DFC Hot dipped galvanized 260mm 24 M DFC Hot dipped galvanized 290mm 28 M Box TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Carton HOT DIPPED GALVANIZED 99

102 General Information GENERAL INFORMATION Pure15 0-PRO Epoxy Injection Adhesive Anchoring System PRODUCT DESCRIPTION The Pure150-PRO is a two-component epoxy adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The Pure150-PRO is a high strength adhesive designed for various applications and hole drilling techniques. It is also very suitable for bonding rebar to concrete as post-installed reinforcement application. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES FEATURES AND BENEFITS Designed for use with reinforcement bars of internationally common grades Consistent performance in uncracked and cracked concrete Flexible anchorage lengths of up to 2000 mm Simple installation Versatile low odor formula with long working time Applicable for wide range of medium temperatures Cartridge design allows multiple uses using extra mixing nozzles APPROVALS AND LISTINGS EOTA TR 23 F240 REBAR CONNECTIONS LOADING CONDITIONS A+ A B C Pure150-PRO Epoxy Reinforcement Bar GRADES f y = 400 to 600 MPa APPROVALS ETA-13/0049 STATIC QUASI-STATIC TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 SUITABLE BASE MATERIALS 100

103 installation Information INSTALLATION INFORMATION INSTALLATION DATA - POST INSTALLED REBAR Post-installed reinforcement bar Notation Unit Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø22 Ø24 Ø25 Diameter of reinforcement bar d s Nominal drill bit diameter d cut Diameter of brush d b Embedment depth l v As given below h 1 d 0 h ef Minimum spacing s min Minimum concrete cover c min Drilling method Rebar diameter Without drilling aid With drilling aid 5 d s 50 mm Hammer drilling Compressed air drilling < 25 mm 30 mm l v 2 d s 30 mm l v 2 d s = 25 mm 40 mm l v 2 d s 40 mm l v 2 d s < 25 mm 50 mm l v 50 mm l v = 25 mm 60 mm l v 60 mm l v Concrete temperature Working time Minimum curing time 1) 5 C 120 min 50 h 10 C 90 min 30 h 20 C 30 min 10 h 30 C 20 min 6 h 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete INSTALLATION INSTRUCTIONS e.g. 20 C 2X 2X 2X 10 hr 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush 2 times minimum. For complete installation instructions, see technical approval. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Fill the hole up to approximately 2/3 with adhesive. 6.) Push the rebar into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. TECH MANUAL 2014 DeWALT VOLUME 1 6/

104 Design Information DESIGN INFORMATION The following information is meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of the data. Reinforcement bars installed by Pure150-PRO adhesive proved as good as cast-in reinforcement bars. For this reason their design complies with the concrete design approach which basically determines the anchorage length required to transfer a given design load from the reinforcement bar into the concrete. For further details and background information please see the introduction of this manual and to the respective design codes. ANCHORAGE LENGTH Basic anchorage length: (EN Section 8.4.3) l b,rqd = (ø / 4) x (s sd / f bd ) with: ø = diameter of the rebar s sd = calculated design stress of the rebar f bd = design value of bond strength Basic design value of bond strength f bd for various concrete strength classes [MPa] (valid for good bond conditons) C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C49/59 C45/55 C50/ Reduction factor for poor bond condition as defined in EN Section 8.4.2: h = 0.7 Design anchorage length Anchorage (EN Section 8.4.4) Design anchorage length Overlap joint (EN Section 8.7.3) l b,d = l v l 0 l v l b,d = l v l b,d = l v l b,d = a 1 a 2 a 3 a 4 a 5 l b,rqd l b,min l b,d = l o l o = a 1 a 2 a 3 a 5 a 6 l b,rqd l 0,min a 1 = 1.0 (straight bars) a 1 = 1.0 (straight bars) a 2 = (c d Ø) / Ø c d = min{s/2; c} a 2 = (c d Ø) / Ø c d = min{s/2; c} a 3 = 1.0 (no transverse reinforcement) a 3 = 1.0 (no transverse reinforcement) TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 a 4 = 1.0 (no welding) a 5 = p p = ultimate transverse pressure l b,min = max {0.3 l b,rqd ; 10 Ø; 100 mm} under tension = max {0.6 l b,rqd ; 10 Ø; 100 mm} under compression a 4 = p p = ultimate transverse pressure a 5 = (p t / 25) = lapped bar ratio p t l 0,min = max {0.3 a 6 lb,rqd ; 15 Ø; 200 mm} under tension 102

105 Design Information LOAD CAPACITIES C20/25 f bd = 2.3 MPa f y = 500 MPa g Ms = 1.15 Length Post-installed reinforcement bar: anchorage Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 a 1 = a 2 = a 3 = a 4 = a 5 = 1.0 Bond condition: Good Influence of bond condition N Rd [kn] x 0.7 N yd [kn] x x x x x x x x x x x x x x x x x x x 0.7 Yield strength Poor C20/25 f bd = 2.3 MPa f y = 500 MPa g Ms = 1.15 Length Post-installed reinforcement bar: overlap joint Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 a 1 = a 2 = a 3 = a 4 = a 5 = 1.0 Bond condition: Good Influence of bond condition N Rd [kn] x 0.7 N yd [kn] x x x x x x x x x x x x x x x x x 0.7 Yield strength Poor TECH MANUAL 2014 DeWALT VOLUME 1 6/

106 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - REINFORCEMENT BAR Extract of EN Annex C, Table C.1 Class B Class C Characteristic yield strength f yk or f 0.2k [MPa] 400 to 600 Minimum value of k = (f t / f y ) k [-] < 1.35 Characteristic strain at maximum force e uk [%] Bendability Bend/Rebend test Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size 8 mm; ± 4.5 for nominal bar size > 8 mm Extract of EN Annex C, Table C.2N Class B Class C Minimum value of related rib area f R,min for nominal bar size 8 mm to 12 mm; for nominal bar size > 12 mm TECH MANUAL 2014 DeWALT VOLUME 1 6/

107 Ordering Information ORDERING INFORMATION Pure150-PRO adhesive Art. no. Type Box DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 5 Mixing nozzles Art. No. Type Length Box Carton DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element Carton PURE150-PRO CARTRIDGE MIXING NOZZLE AND EXTENSION Cartridge guns Art. no. Type Box Carton DFC /585ml Manual adhesive dispensing tool 1 5 DFC /585ml Heavy duty manual adhesive dispensing tool 1 10 DFC DFC /585ml Pneumatic adhesive dispensing tool 1 - DFC DFC ml Pneumatic adhesive dispensing tool 1 - Accessories Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø DFC Adhesive piston plug #14 - Ø10 M DFC Adhesive piston plug #16 - Ø12 M DFC Adhesive piston plug #20 - Ø16 M DFC Adhesive piston plug #25 - Ø DFC Adhesive piston plug #28(27/29) - Ø22 M DFC Adhesive piston plug #32 - Ø24-25 M DFC Adhesive piston plug #35(34/36) - Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PISTON PLUG TECH MANUAL 2014 DeWALT VOLUME 1 6/

108 General Information GENERAL INFORMATION Pure110-PRO Epoxy Injection Adhesive Anchoring System PRODUCT DESCRIPTION The Pure110-PRO is our latest development. This two-component epoxy adhesive is based on a complete new formulation. The anchoring system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The Pure110-PRO is a high strength adhesive designed for bonding steel elements to cracked and uncracked concrete. The adhesive is suitable for a medium range of ambient temperatures but also for water filled holes. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES +10 C 72/43 C 40/24 C FEATURES AND BENEFITS Designed for use with threaded rod or rebar Consistent performance in uncracked and cracked concrete of variable strength Wide range of steel element diameter and embedment depth Flexible fixture thicknesses Simple installation Versatile low odor formula with long working time High strengths in medium range of ambient temperatures Cartridge design fits in popular competitor dispensers and allows multiple uses using extra mixing nozzles Pure110-PRO Epoxy Threaded Rod Reinforcement Bar TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 APPROVALS AND LISTINGS ETAG 001 Option 1 F120 LOADING CONDITIONS STATIC QUASI-STATIC SEISMIC SUITABLE BASE MATERIALS GRADES Carbon Steel 5.8 Carbon Steel 8.8 Stainless Steel A4 Stainless Steel HCR Rebar f y = 400 to 600 MPa APPROVALS ETA-13/0397 ESR-3298 DEWALT DESIGN ASSIST Real-Time Anchor Design Software 106

109 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD Notation Unit Pure110-PRO - Threaded rod M10 M12 M16 M20 M24 M27 M30 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,min = h Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum spacing s min Minimum edge distance c min Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION DATA - REINFORCEMENT BAR Notation Unit Pure110-PRO - Reinforcement bar Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø30 Ø32 Nominal diameter of rebar d Nominal drill bit diameter d cut Diameter of steel brush d b Minimum embedment and drill hole depth Maximum embedment and drill hole depth h ef,min = h 1 h ef,max = h 1 Minimum member thickness h min h ef + 30 mm 100 mm h ef + 2 d 0 Minimum edge distance c min Minimum spacing s min d 0 h 1 h ef TECH MANUAL 2014 DeWALT VOLUME 1 6/

110 Installation Information INSTALLATION INSTRUCTIONS 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using compressed air 2 times minimum. 2X 2X 2X 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. e.g. 20 C 8 hr 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) + 10 C 90 min 24 h + 20 C 25 min 8 h + 30 C 20 min 8 h + 40 C 12 min 4 h 1) Time data for dry concrete, double curing time for wet concrete TECH MANUAL 2014 DeWALT VOLUME 1 6/

111 Design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Pure110-PRO - Threaded rod Notation Unit M10 M12 M16 M20 M24 M27 M30 Steel failure Carbon steel Characteristic resistance, strength class 5.8 N Rk,s [kn] Characteristic resistance, strength class 8.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.5 A4 and HCR steel Characteristic resistance, strength class 50 N Rk,s [kn] Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] Combined pullout and concrete failure Characteristic resistance in cracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C t Rk,cr [N/mm²] Temperature Range: 72 C / 43 C t Rk,cr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] 1.9 2) Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C t Rk,uncr [N/mm²] Temperature Range: 72 C / 43 C t Rk,uncr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.10 C40/50 c c [-] 1.18 C50/60 c c [-] 1.23 Seismic reduction factor a N,seis [-] 1.00 Concrete failure Concrete cone failure Characteristic spacing s cr,n 3.0 h ef Characteristic edge distance c cr,n 1.5 h ef Partial safety factor for cracked concrete g 1) Mc [-] 1.9 2) Partial safety factor for uncracked concrete g 1) Mc [-] 1.8 2) Splitting failure Characteristic spacing s cr,sp 2.0 c cr,sp Characteristic edge distance c cr,sp 2 h ef - 2 h but 1 h ef and 2.4 h ef Partial safety factor for cracked concrete g 1) Msp [-] 1.9 2) Partial safety factor for uncracked concrete g 1) Msp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.2 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

112 Design Information SHEAR LOAD CAPACITIES - PARAMETER FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure Pure110-PRO - Threaded rod M10 M12 M16 M20 M24 M27 M30 Steel failure without lever arm Carbon steel Characteristic resistance, strength class 5.8 V Rk,s [kn] Characteristic resistance, strength class 8.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 V Rk,s [kn] Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] Seismic reduction factor a V,seis [-] Steel failure with lever arm Carbon steel Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Characteristic resistance, strength class 8.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 M 0 Rk,s [Nm] Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor g 2 = 1.2 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

113 Design Information PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loading and the resistance. For cracked concrete, splitting failure is not considered assuming that a reinforcement is present which limits the crack width to 0.3 mm. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves and reinforcement bars can be found in the relevant approval documents. For further details and background information please see the introduction of this manual. Influence of steel grades Size Property A4 / HCR M10 N Rd [kn] V Rd [kn] M12 M16 M20 M24 M27 M30 M10 N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 100 Member thickness h 130 h c s F V N Instructions: The steel grade potentially influences the load capacity of the anchor. Left table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in left table has to be compared with the concrete and pullout strengths in the following tables. Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

114 Design Information M12 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 120 Member thickness h 150 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M16 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 160 Member thickness h 196 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 112

115 Design Information M20 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 200 Member thickness h 248 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M24 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 240 Member thickness h 296 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

116 Design Information M27 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 270 Member thickness h 334 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M30 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 300 Member thickness h 370 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] /24 C N Rd [kn] [kn] V Rd [kn] /43 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 114

117 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material 1 Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8.8, R m = 800 MPa; R p 0.2 = 640 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm 1 Anchor rod Stainless steel A4 Stainless steel / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / ; Strength class 50 for class rod; Strength class 70 for class 70 rod 3 Washer Stainless steel / Anchor rod Stainless steel HCR Stainless steel / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / ; Strength class 50 for class rod; Strength class 70 for class 70 rod 3 Washer Stainless steel / TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 MATERIAL SPECIFICATIONS - REINFORCEMENT BAR Extract of EN Annex C, Table C.1 Class B Class C Characteristic yield strength f yk or f 0.2k [MPa] 400 to 600 Minimum value of k = (f t / f y ) k [-] < 1.35 Characteristic strain at maximum force e uk [%] Bendability Bend/Rebend test Maximum deviation from nominal mass [%] ± 6.0 for nominal bar size 8 mm; ± 4.5 for nominal bar size > 8 mm Extract of EN Annex C, Table C.2N Class B Class C Minimum value of related rib area f R,min for nominal bar size 8 mm to 12 mm; for nominal bar size > 12 mm 115

118 Ordering Information ORDERING INFORMATION Pure110-PRO adhesive Art. no. Type DFC ml adhesive cartridge 1 10 DFC ml adhesive cartridge 1 10 Mixing nozzles Art. no. Type Length DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - white - 18 element Box Box Carton Carton PURE110-PRO CARTRIDGE NOZZLE AND EXTENSION Cartridge guns Art. no. Type Box Carton DFC /300ml Manual adhesive dispensing tool 1 12 DFC DFC ml Manual adhesive dispensing tool 1 8 DFC Accessories TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø DFC Adhesive piston plug #14 - Ø10 M DFC Adhesive piston plug #16 - Ø12 M DFC Adhesive piston plug #20 - Ø16 M DFC Adhesive piston plug #25 - Ø DFC Adhesive piston plug #28(27/29) - Ø22 M DFC Adhesive piston plug #32 - Ø24-25 M DFC Adhesive piston plug #35(34/36) - Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PISTON PLUG 116

119 Ordering Information Chisel point threaded rods Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC Zinc plated class 5.8 steel 260mm 24 M DFC Zinc plated class 5.8 steel 300mm 28 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M DFC A4 stainless steel 260mm 24 M DFC A4 stainless steel 300mm 28 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill hole dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M DFC Hot dipped galvanized 260mm 24 M DFC Hot dipped galvanized 290mm 28 M Box TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Carton HOT DIPPED GALVANIZED 117

120 General Information GENERAL INFORMATION PV5 0-PRO Polyester Injection Adhesive Anchoring System PRODUCT DESCRIPTION The PV50-PRO is a two-component polyester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The PV50-PRO is a price competitive adhesive designed for common applications as for bonding threaded rods to uncracked concrete. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES -5 C 40/24 C FEATURES AND BENEFITS Designed for use with standard threaded rods Simple and fast installation Versatile formula with quick curing time Cartridge design allows multiple uses using extra mixing nozzle APPROVALS AND LISTINGS ETAG 001 Option 7 A+ A B C LOADING CONDITIONS PV50-PRO Polyester Threaded Rod GRADES Carbon Steel 4.8 Carbon Steel 5.8 Stainless Steel A4 APPROVALS ETA-13/0062 STATIC QUASI-STATIC TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 SUITABLE BASE MATERIALS DEWALT DESIGN ASSIST Real-Time Anchor Design Software 118

121 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD PV50-PRO - Threaded rod Notation Unit M8 M10 M12 M16 M20 M24 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Minimum diameter of steel brush d b Effective embedment and drill hole depth h ef = h Minimum member thickness h min Minimum spacing s min Minimum edge distance c min Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION INSTRUCTIONS e.g. 20 C 4X 4X 4X 45 mins. 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 3.) Brush the hole with the proper wire brush 4 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) - 5 C to 0 C 90 min 360 min 0 C to + 5 C 45 min 180 min + 5 C to + 10 C 25 min 120 min + 10 C to + 20 C 15 min 60 min + 20 C to + 30 C 6 min 45 min + 30 C to + 35 C 4 min 25 min + 35 C 2 min 20 min 1) Time data for dry concrete, double curing time for wet concrete TECH MANUAL 2014 DeWALT VOLUME 1 6/

122 Design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure PV50-PRO - Threaded rod M8 M10 M12 M16 M20 M24 Carbon steel Characteristic resistance, strength class 4.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 2.0 Characteristic resistance, strength class 5.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.5 A4 steel Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.9 Combined pullout and concrete failure Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C N Rk,p [kn] Partial safety factor g 1) Mc =g Mp [-] 1.5 2) Increasing factor for concrete strength C30/37 c c [-] 1.12 C40/50 c c [-] 1.23 C50/60 c c [-] 1.30 Concrete failure Concrete cone failure Characteristic spacing s cr,n 3) 3 h ef Characteristic edge distance c cr,n 3) 1.5 h ef Partial safety factor g 1) Mc [-] 1.5 2) Splitting failure Characteristic spacing s cr,sp 2 c cr,sp Characteristic edge distance c cr,sp Partial safety factor for uncracked concrete g 1) Msp [-] 1.5 2) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.0 is included 3) ETA provides s cr,n = 2 h ef and c cr,n = 1 h ef. To be in line with EOTA TR 029, the more conservative design values s cr,n = 3 h ef and c cr,n = 1.5 h ef are given in this technical manual. DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

123 Design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure PV50-PRO - Threaded rod M8 M10 M12 M16 M20 M24 Steel failure without lever arm Carbon steel Characteristic resistance, strength class 4.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.67 Characteristic resistance, strength class 5.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 steel Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.56 Steel failure with lever arm (bending) Carbon steel Characteristic resistance, strength class 4.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.66 Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 steel Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.56 Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor of g 2 =1.0 is included TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 121

124 Design Information PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loading and the resistance. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves and reinforcement bars can be found in the relevant approval documents. For further details and background information please see the introduction of this manual. Influence of steel grades Size Property A4 M8 M10 M12 M16 M20 M24 M8 N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge h c s F V N Instructions: The steel grade potentially influences the load capacity of the anchor. Left table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in the left table has to be compared with the concrete and pullout strengths in the following tables. Anchoring located close to an edge Embedment depth h ef 80 Member thickness h 110 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to M10 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 90 Member thickness h 120 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn]

125 Design Information M12 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 110 Member thickness h 140 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] M16 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 125 Member thickness h 160 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M20 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 170 Member thickness h 215 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M24 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 210 Member thickness h 260 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

126 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 4.8, R m = 400 MPa; R p 0.2 = 320 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 4 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Stainless steel A4 1 Anchor rod Stainless steel / ; Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa 2 Hexagon nut Stainless steel / ; Strength class 70 3 Washer Stainless steel / TECH MANUAL 2014 DeWALT VOLUME 1 6/

127 Ordering Information ORDERING INFORMATION PV50-PRO adhesive Art. no. Type Box DFC ml cartridge 1 10 DFC ml cartridge 1 10 DFC ml cartridge 1 10 Carton PV50-PRO CARTRIDGE Mixing nozzles Art. no. Type Length Box DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - black - 14 element Carton ADHESIVE MIXING NOZZLE EXTENSION ADHESIVE MIXING NOZZLE - BLACK Cartridge guns Art. no. Type Box Carton Qty. DFC ml Manual adhesive dispensing tool 1 12 DFC DFC / 360ml Manual adhesive dispensing tool 1 10 DFC ml Manual adhesive dispensing tool 1 10 DFC DFC ml Heavy duty manual adhesive dispensing tool 1 10 DFC ml Pneumatic adhesive dispensing tool 1 - DFC Accessories Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH TECH MANUAL 2014 DeWALT VOLUME 1 6/

128 Ordering Information Chisel point threaded rods Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC Zinc plated class 5.8 steel 260mm 24 M DFC Zinc plated class 5.8 steel 300mm 28 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M DFC A4 stainless steel 260mm 24 M DFC A4 stainless steel 300mm 28 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill hole dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M DFC Hot dipped galvanized 260mm 24 M DFC Hot dipped galvanized 290mm 28 M Box Carton HOT DIPPED GALVANIZED TECH MANUAL 2014 DeWALT VOLUME 1 6/

129 General Information GENERAL INFORMATION PV45-PRO Polyester Injection Adhesive Anchoring System PRODUCT DESCRIPTION The PV45-PRO is a two-component styrene-free polyester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The PV45-PRO is a price competitive adhesive designed for common applications such as bonding threaded rods to uncracked concrete. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES -5 C 40/24 C FEATURES AND BENEFITS Designed for use with standard threaded rods Simple and fast installation Versatile styrene-free formula with quick curing time Cartridge design allows multiple uses using extra mixing nozzle APPROVALS AND LISTINGS ETAG 001 Option 7 A+ A B C LOADING CONDITIONS PV45-PRO Polyester Threaded Rod GRADES Carbon Steel 4.8 Carbon Steel 5.8 Stainless Steel A4 APPROVALS ETA-13/0061 STATIC QUASI-STATIC SUITABLE BASE MATERIALS DEWALT DESIGN ASSIST Real-Time Anchor Design Software TECH MANUAL 2014 DeWALT VOLUME 1 6/

130 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD PV45-PRO - Threaded rod Notation Unit M8 M10 M12 M16 M20 M24 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Minimum diameter of steel brush d b Effective embedment and drill hole depth h ef = h Minimum member thickness h min Minimum spacing s min Minimum edge distance c min Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION INSTRUCTIONS e.g. 20 C 4X 4X 4X 45 mins. 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 3.) Brush the hole with the proper wire brush 4 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 4 times minimum. 5.) After dispensing a minimum of 3 strokes, fill the hole up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. For complete installation instructions, see technical approval. TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Concrete temperature Working time Minimum curing time 1) - 5 C to 0 C 90 min 360 min 0 C to + 5 C 45 min 180 min + 5 C to + 10 C 25 min 120 min + 10 C to + 20 C 15 min 80 min + 20 C to + 30 C 6 min 45 min + 30 C to + 35 C 4 min 25 min + 35 C 2 min 20 min 1) Time data for dry concrete, double curing time for wet concrete 128

131 Design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure PV45-PRO - Threaded rod M8 M10 M12 M16 M20 M24 Carbon steel Characteristic resistance, strength class 4.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 2.0 Characteristic resistance, strength class 5.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.5 A4 steel Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.9 Combined pullout and concrete failure Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C N Rk,p [kn] Partial safety factor g 1) Mc =g Mp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.08 C40/50 c c [-] 1.15 C50/60 c c [-] 1.19 Concrete failure Concrete cone failure Characteristic spacing s cr,n 3) 3 h ef Characteristic edge distance c cr,n 3) 1.5 h ef Partial safety factor g 1) Mc [-] 1.8 2) Splitting failure Characteristic spacing s cr,sp 2 c cr,sp Characteristic edge distance c cr,sp Partial safety factor for uncracked concrete g 1) Msp [-] 1.8 2) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.2 is included 3) ETA provides s cr, N = 2 h ef and c cr,n = 1 h ef. To be in the line with EOTA TR 029, the more conservative design values s cr,n = 3 h ef and c cr,n = 1.5 h ef are given in this technical manual. DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 129

132 Design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure PV45-PRO - Threaded rod M8 M10 M12 M16 M20 M24 Steel failure without lever arm Carbon steel Characteristic resistance, strength class 4.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.67 Characteristic resistance, strength class 5.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 steel Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.56 Steel failure with lever arm (bending) Carbon steel Characteristic resistance, strength class 4.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.66 Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 steel Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.56 Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) Partial safety factor of g 2 =1.0 is included DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

133 INSTALLATION Information INSTALLATION INFORMATION PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi-static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are design level loads. This assumes a safety factor is included both on the loading and the resistance. Precalculated design resistance capacities are given for threaded rods only, values for internal sleeves and reinforcement bars can be found in the relevant approval documents. For further details and background information please see the introduction of this manual. h c s F V N Influence of steel grades Size Property A4 N Rd [kn] M8 V Rd [kn] N Rd [kn] M10 V Rd [kn] N Rd [kn] M12 V Rd [kn] N Rd [kn] M16 V Rd [kn] N Rd [kn] M20 V Rd [kn] N Rd [kn] M24 V Rd [kn] Instructions: The steel grade potentially influences the load capacity of the anchor. Left table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in the left table has to be compared with the concrete and pullout strengths in the following tables. M8 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 80 Member thickness h 110 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] M10 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 90 Member thickness h 120 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

134 INSTALLATION Information M12 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 110 Member thickness h 140 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] M16 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 125 Member thickness h 160 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M20 V Rd [kn] C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 170 Member thickness h 215 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 M24 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 210 Member thickness h 260 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST V Rd [kn] The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 132

135 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 4.8, R m = 400 MPa; R p 0.2 = 320 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 4 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Stainless steel A4 1 Anchor rod Stainless steel / ; Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa 2 Hexagon nut Stainless steel / ; Strength class 70 3 Washer Stainless steel / ORDERING INFORMATION PV45-PRO adhesive Art. no. Type Box DFC ml cartridge 1 10 Mixing nozzles Art. no. Type Length Box DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - black - 14 element Cartridge guns Art. no. Type Box DFC ml Manual adhesive dispensing tool 1 12 Carton TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Carton Carton PV45-PRO CARTRIDGE ADHESIVE MIXING NOZZLE EXTENSION ADHESIVE MIXING NOZZLE - BLACK DFC

136 Material Information Accessories Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH Chisel point threaded rods Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill hole dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M Box Carton HOT DIPPED GALVANIZED TECH MANUAL 2014 DeWALT VOLUME 1 6/

137 General Information GENERAL INFORMATION PV45-PRO Polyester Injection Adhesive Anchoring System PRODUCT DESCRIPTION The PV45-PRO is a two-component styrene-free polyester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The PV45-PRO is a price competitive adhesive designed for common applications such as bonding threaded rods to masonry. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES -5 C 40/24 C FEATURES AND BENEFITS Designed for use with standard threaded rods Simple and fast installation Versatile styrene-free formula with quick curing time Cartridge design allows multiple uses using extra mixing nozzle APPROVALS AND LISTINGS PV45-PRO Polyester Threaded Rod ETAG 029 A+ A B C LOADING CONDITIONS STATIC QUASI-STATIC Plastic Sleeve GRADES Carbon Steel 4.8 Carbon Steel 5.8 Stainless Steel A4 SUITABLE BASE MATERIALS APPROVALS ETA-13/0063 DEWALT DESIGN ASSIST Real-Time Anchor Design Software TECH MANUAL 2014 DeWALT VOLUME 1 6/

138 Installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD PV45-PRO - Solid bricks, without sleeve Notation Unit M8 M10 M12 M16 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Minimum diameter of nylon brush d b Embedment depth h ef Bore hole depth h Minimum spacing for solid bricks s min Minimum edge distance for solid bricks c min Maximum torque T max [Nm] Torque wrench socket size S w h 1 t fix d 0 T max h ef S w d f INSTALLATION DATA - SOLID AND HOLLOW BRICKS, WITH SLEEVE TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Solid and hollow bricks, with sleeve Notation Unit M8 M10 M12 Sleeve type SH 12x80 SH 16x85 SH 20x185 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of nylon brush d b Embedment depth h ef Embedment depth sleeve l s Bore hole depth h Minimum spacing for solid bricks s min Minimum spacing for hollow bricks s min Minimum edge distance for solid bricks c min Minimum edge distance for hollow brick c min Maximum torque T max [Nm] Torque wrench socket size S w t h fix 1 d 0 T max h ef S w d f 136

139 Installation Information INSTALLATION INSTRUCTIONS - SOLID BRICK WITHOUT SLEEVE 2X 2X 2X e.g. 20 C 45 mins. 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Fill the sleeve up to approximately 2/3 with adhesive. 6.) Push the steel element into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. INSTALLATION INSTRUCTIONS - SOLID AND HOLLOW BRICKS, WITH SLEEVE e.g. 20 C 2X 2X 2X 45 mins. 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush 2 times minimum. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Insert the sleeve, required for hollow masonry, into the hole. Fill the sleeve up completely with adhesive. 6.) Push the steel element into the hole while turning slightly. 7.) Allow the adhesive to cure for the time specified for the actual concrete temperature. For complete installation instructions, see technical approval. Concrete temperature Working time Minimum curing time 1) - 5 C to 0 C 90 min 360 min 0 C to + 5 C 45 min 180 min + 5 C to + 10 C 25 min 120 min + 10 C to + 20 C 15 min 80 min + 20 C to + 30 C 6 min 45 min + 30 C to + 35 C 4 min 25 min + 35 C 2 min 20 min 1) Time data for dry concrete, double curing time for wet concrete TECH MANUAL 2014 DeWALT VOLUME 1 6/

140 Design Information DESIGN INFORMATION The following tables are valid for specific brick types defined in the technical approval. No responsibility is taken for the correctness of this data. The values in the table below are characteristic values for the anchor resistance. For further details and background information please see the introduction of this manual. TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 029 Annex C Method A. Brick type, density and compressive strength Solid sand-lime brick r 2.0 kg/dm³ f b 20 MPa Notation Failure of metal part / Pullout failure of anchor / Brick breakout failure / Pullout of one brick Unit c N s V PV45 - Anchor rod M8 M10 M12 M16 Characteristic resistance without sleeve N Rk 1) [kn] Characteristic resistance with sleeve N Rk 1) [kn] Characteristic spacing s cr Solid clay brick r 1.8 kg/dm³ f b 28 MPa Characteristic resistance without sleeve N Rk 1) [kn] Characteristic resistance with sleeve N Rk 1) [kn] Characteristic spacing s cr Hollow sand-lime brick r 1.4 kg/dm³ f b 12 MPa Characteristic resistance with sleeve N Rk 1) [kn] Characteristic spacing s cr Hollow clay brick r 0.9 kg/dm³ f b 12 MPa Characteristic resistance with sleeve N Rk 1) [kn] Characteristic spacing s cr Partial safety factor g 2) M [-] 2.5 Reduction factor in case of unfilled or not visible vertical joints a j [-] ) N Rk,p = N Rk,b = N Rk,pb = N Rk,s = N Rk 2) In absence of other national regulations DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

141 Design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to ETAG 029 Annex C Method A. Brick type, density and compressive strength Solid sand-lime brick r 2.0 kg/dm³ f b 20 MPa Solid clay brick r 1.8 kg/dm³ f b 28 MPa Notation Failure of metal part / Pullout failure of anchor / Brick breakout failure / Pullout of one brick Unit PV45 - Anchor rod M8 M10 M12 M16 Characteristic resistance without sleeve V Rk 1) [kn] Characteristic resistance with sleeve V Rk 1) [kn] Characteristic spacing s cr Characteristic resistance without sleeve V Rk 1) [kn] Characteristic resistance with sleeve V Rk 1) [kn] Characteristic spacing s cr Hollow sand-lime brick r 1.4 kg/dm³ f b 12 MPa Characteristic resistance with sleeve V Rk 1) [kn] Characteristic spacing s cr Hollow clay brick r 0.9 kg/dm³ f b 12 MPa TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Characteristic resistance with sleeve V Rk 1) [kn] Characteristic spacing s cr Partial safety factor g 4) M [-] 2.5 Failure of metal part, shear load with lever arm Carbon steel, Characteristic resistance, strength class 4.8 M 0 Rk,s [Nm] g 4) Ms Carbon steel, Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] g 4) Ms Stainless steel, Characteristic resistance, strength class 70 M 0 Rk,s [Nm] g 4) Ms ) V Rk,b = V Rk,s = V Rk 2) V Rk,c = 0.45 (d 0 ) 0.5 (h ef / d 0 ) 0.2 (f b ) 0.5 c ; c 1 = edge distance 3) V Rk,c = V Rk 4) In absence of other national regulations DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 139

142 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - THREADED ROD Part no. Designation Material Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 4.8, R m = 400 MPa; R p 0.2 = 320 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 4 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Stainless steel A4 1 Anchor rod Stainless steel / ; Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa 2 Hexagon nut Stainless steel / ; Strength class 70 3 Washer Stainless steel / ORDERING INFORMATION PV45-PRO adhesive Art. no. Type Box DFC ml cartridge 1 10 Mixing nozzles Art. no. Type Length Box DFC Adhesive mixing nozzle extension - 200mm DFC Adhesive mixing nozzle extension - 500mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle extension mm DFC Adhesive mixing nozzle - black - 14 element Cartridge guns Art. no. Type Box DFC ml Manual adhesive dispensing tool 1 12 Carton Carton Carton PV45-PRO CARTRIDGE ADHESIVE MIXING NOZZLE EXTENSION ADHESIVE MIXING NOZZLE - BLACK DFC TECH MANUAL 2014 DeWALT VOLUME 1 6/

143 Ordering Information Accessories Art. no. Type Rebar size Thread size Length DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length - M DFC Steel brush for SDS - 170mm length Ø8 M DFC Steel brush for SDS - 200mm length Ø10 M DFC Steel brush for SDS - 200mm length Ø DFC Steel brush for SDS - 300mm length Ø14 M DFC Steel brush for SDS - 300mm length Ø DFC Steel brush for SDS - 300mm length Ø20 M DFC Steel brush for SDS - 300mm length - M DFC Steel brush for SDS - 300mm length Ø25 M DFC Steel brush for SDS - 300mm length Ø28 M DFC Steel brush for SDS - 300mm length Ø DFC Adhesive piston plug #14 Ø10 M DFC Adhesive piston plug #16 Ø12 M DFC Adhesive piston plug #20 Ø16 M DFC Adhesive piston plug #25 Ø DFC Adhesive piston plug #28(27/29) Ø22 M DFC Adhesive piston plug #32 Ø24-25 M DFC Adhesive piston plug #35(34/36) Ø28-32 M Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH PLASTIC SLEEVE MESH SLEEVE Chisel point threaded rods Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL Straight cut threaded rods Art. no. Type Drill hole dia. Thread Size DFC Hot dipped galvanized 110mm 10 M DFC Hot dipped galvanized 130mm 12 M DFC Hot dipped galvanized 160mm 14 M DFC Hot dipped galvanized 190mm 18 M Box Carton HOT DIPPED GALVANIZED TECH MANUAL 2014 DeWALT VOLUME 1 6/

144 General Information GENERAL INFORMATION SC-PRO Vinylester Spinning Capsule Adhesive Anchoring System PRODUCT DESCRIPTION The SC-PRO anchor system consists of integrated two-component glass capsules and matching chisel pointed anchor rods which are installed using a rotary hammer. The adhesive is designed for installation of M8 to M30 threaded rods in concrete. It is suitable for a wide range of steel grades and can be used for installations in water filled holes. SECTION CONTENTS General Information Installation Information Design Information Material Information Ordering Information SYSTEM COMPONENTS GENERAL APPLICATIONS AND USES -5 C 80/50 C 40/24 C SC-PRO FEATURES AND BENEFITS Designed for use with chisel pointed threaded rod Simple and fast installation Quick curing time and good chemical resistance Versatile low odor formula with quick curing time Capsule design allows pre-measured adhesive volumes and avoids waste APPROVALS AND LISTINGS Chisel Pointed Rod GRADES Carbon Steel 5.8 Carbon Steel 8.8 Stainless Steel A4 Stainless Steel HCR APPROVALS ETA-13/0051 ETAG 001 Option 7 LOADING CONDITIONS STATIC QUASI-STATIC TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 SUITABLE BASE MATERIALS DEWALT DESIGN ASSIST Real-Time Anchor Design Software 142

145 installation Information INSTALLATION INFORMATION INSTALLATION DATA - THREADED ROD SC-PRO - Threaded rod Notation Unit M8 M10 M12 M16 M20 M24 M30 Anchor diameter d Nominal drill bit diameter d Diameter of hole clearance in fixture d f Diameter of steel brush d b Effective embedment and drill hole depth h ef = h Minimum member thickness for h ef h min Minimum spacing for h ef s min Minimum edge distance for h ef c min Thickness of fixture t fix 0 mm t fix 1500 mm Maximum torque T max [Nm] Torque wrench socket size S w h min h 1 t fix d 0 T max h ef S w d f INSTALLATION INSTRUCTIONS e.g. 20 C 2X 2X 2X 20 min 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. 2.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 3.) Brush the hole with the proper wire brush 2 times minimum. For complete installation instructions, see technical approval. 4.) Blow the hole clean using a hand pump or compressed air 2 times minimum. 5.) Shake capsule to distribute adhesive components. Concrete temperature Minimum curing time 1) - 5 C + 5 C + 20 C + 30 C 5 h 1 h 20 min 10 min 1) Time data for dry concrete, double curing time for wet concrete 6.) Insert the capsule into the drilled hole. 7.) Thread hex nut on rod + coupler on nut. Insert drive unit in rotary hammer. In hammer drill mode, rpm break glass. 8.) Allow the adhesive to cure for the time specified for the actual concrete temperature prior to applying any load. TECH MANUAL 2014 DeWALT VOLUME 1 6/

146 design Information DESIGN INFORMATION TENSION LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure SC-PRO - Threaded rod M8 M10 M12 M16 M20 M24 M30 Carbon steel Characteristic resistance, strength class 5.8 N Rk,s [kn] Characteristic resistance, strength class 8.8 N Rk,s [kn] Partial safety factor g 1) Ms [-] 1.50 A4 and HCR steel Characteristic resistance, strength class 50 N Rk,s [kn] Characteristic resistance, strength class 70 N Rk,s [kn] Partial safety factor g 1) Ms [-] Combined pullout and concrete failure Characteristic resistance in uncracked concrete, dry and wet concrete Temperature Range: 40 C / 24 C t Rk,uncr [N/mm²] Temperature Range: 80 C / 50 C t Rk,uncr [N/mm²] Partial safety factor g Mc = g 1) Mp [-] 1.5 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.14 C40/50 c c [-] 1.26 C50/60 c c [-] 1.34 Concrete failure Concrete cone failure Characteristic spacing s cr,n 3.0 h ef Characteristic edge distance c cr,n 1.5 h ef Partial safety factor g 1) Mc [-] 1.5 2) 1.8 3) Splitting failure Characteristic spacing s cr,sp 2 c cr,sp Characteristic edge distance c cr,sp Partial safety factor for uncracked concrete g 1) Msp [-] 1.5 2) 1.8 3) Increasing factor for concrete strength C30/37 c c [-] 1.21 C40/50 c c [-] 1.41 C50/60 c c [-] ) In absence of other national regulations 2) Partial safety factor g 2 = 1.0 is included 3) Partial safety factor g 2 = 1.2 is included TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 144

147 design Information SHEAR LOAD CAPACITIES - PARAMETERS FOR CALCULATION OF DESIGN STRENGTH According to EOTA TR 029. Notation Unit Steel failure SC-PRO - Threaded rod M8 M10 M12 M16 M20 M24 M30 Data base for steel failure without level arm Carbon steel Characteristic resistance, strength class 5.8 V Rk,s [kn] Characteristic resistance, strength class 8.8 V Rk,s [kn] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 V Rk,s [kn] Characteristic resistance, strength class 70 V Rk,s [kn] Partial safety factor g 1) Ms [-] Steel failure with level arm Carbon steel Characteristic resistance, strength class 5.8 M 0 Rk,s [Nm] Characteristic resistance, strength class 8.8 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] 1.25 A4 and HCR steel Characteristic resistance, strength class 50 M 0 Rk,s [Nm] Characteristic resistance, strength class 70 M 0 Rk,s [Nm] Partial safety factor g 1) Ms [-] Concrete failure Pry-out failure Factor in Equation (5.7) of TR 029 k [-] 2 Partial safety factor g 1) Mcp [-] 1.5 2) Edge failure Partial safety factor g 1) Mc [-] 1.5 2) 1) In absence of other national regulations 2) The value contains an installation safety factor of g 2 = 1.0 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

148 design Information PRECALCULATED TENSION AND SHEAR CAPACITIES According to EOTA TR 029. The following tables are meant to give the designer aid in the preliminary design process. No responsibility is taken for the correctness of these data. The given values are valid for normal concrete C20/25 and static/quasi static loads with the exact dimensional information given. For any other conditions, the use of DDA is recommended. The values in the table below are strength design level loads. This assumes a safety factor is included both on the loading and the resistance. For further details and background information please see the introduction of this manual. Influence of steel grades h c s F V N Size Property A4 / HCR M8 M10 M12 M16 M20 M24 M30 N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] N Rd [kn] V Rd [kn] Instructions: The steel grade potentially influences the load capacity of the anchor. Table depicts ultimate steel strengths of threaded rods for given steel grades. The steel strength equals the load capacity of the anchor provided other failure modes, i.e. concrete failure or pullout failure, do not yield lower strengths and therefore do not control the anchor capacity. To determine the critical failure mode, the steel strength identified in the table has to be compared with the concrete and pullout strengths in the following tables. M8 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 80 Member thickness h 110 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 146

149 design Information M10 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 90 Member thickness h 120 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] M12 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 110 Member thickness h 140 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M16 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 125 Member thickness h 160 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to TECH MANUAL 2014 DeWALT VOLUME 1 6/

150 design Information M20 C20/ steel dry/wet concrete Anchoring located far from any edge Embedment depth h ef 170 Member thickness h 220 Anchoring located close to an edge Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls V Rd [kn] M24 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 210 Member thickness h 260 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls M30 C20/ steel dry/wet concrete Anchoring located far from any edge Anchoring located close to an edge Embedment depth h ef 280 Member thickness h 340 Edge distance c Anchor spacing s /24 C N Rd [kn] [kn] V Rd [kn] /50 C N Rd [kn] [kn] V Rd [kn] Steel strengths controls - Concrete strength controls - Anchor pullout strength controls TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 DEWALT DESIGN ASSIST The DeWALT Design Assist is a powerful anchor design software which helps you to design simple and complex anchorages. The design data of all DeWALT anchor products is readily available. To download this software for free, go to 148

151 Material Information MATERIAL INFORMATION MATERIAL SPECIFICATIONS - CHISEL POINTED THREADED ROD Part no. Designation Material 1 Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5.8, R m = 500 MPa; R p 0.2 = 400 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 5 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm Carbon steel Anchor rod Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8.8, R m = 800 MPa; R p 0.2 = 640 MPa 2 Hexagon nut Steel zinc plated 5 μm or hot-dip galvanized 40 μm; Strength class 8 3 Washer Steel zinc plated 5 μm or hot-dip galvanized 40 μm 1 Anchor rod Stainless steel A4 Stainless steel / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / ; Strength class 50 for class 50 rod; Strength class 70 for class 70 rod 3 Washer Stainless steel / Anchor rod Stainless steel HCR Stainless steel / ; Strength class 50, R m = 500 MPa; R p 0.2 = 210 MPa (for > M24) Strength class 70, R m = 700 MPa; R p 0.2 = 450 MPa (for M24) 2 Hexagon nut Stainless steel / ; Strength class 50 for class 50 rod; Strength class 70 for class 70 rod 3 Washer Stainless steel / TECH MANUAL 2014 DeWALT VOLUME 1 6/

152 ordering Information ORDERING INFORMATION SC-Pro Vinylester Spinning Capsules Art. no. Type Drill hole dia. Length DFC Spinning capsule M DFC Spinning capsule M DFC Spinning capsule M DFC Spinning capsule M DFC Spinning capsule M DFC Spinning capsule M DFC Spinning capsule M Box Carton SC-PRO Accessories Art. no. Type Drill dia. Rebar dia. Threaded rod dia. DFC DEWALT blow pump DFC SDS connection for steel brushes DFC mm extension for steel brushes DFC Steel brush for SDS - 170mm length 10 - M DFC Steel brush for SDS - 170mm length 12 Ø8 M DFC Steel brush for SDS - 200mm length 14 Ø10 M DFC Steel brush for SDS - 200mm length 16 Ø DFC Steel brush for SDS - 300mm length 18 Ø14 M DFC Steel brush for SDS - 300mm length 20 Ø DFC Steel brush for SDS - 300mm length 24 Ø20 M DFC Steel brush for SDS - 300mm length 28 - M DFC Steel brush for SDS - 300mm length 32 Ø25 M DFC Steel brush for SDS - 300mm length 35 Ø28 M DFC Steel brush for SDS - 300mm length 37 Ø Box Carton BLOW PUMP SDS CONNECTION STEEL BRUSH Chisel point threaded rods TECH MANUAL 2014 DeWALT VOLUME 1 6/2014 Art. no. Type Drill hole dia. Thread Size DFC Zinc plated class 5.8 steel 110mm 10 M DFC Zinc plated class 5.8 steel 130mm 12 M DFC Zinc plated class 5.8 steel 160mm 14 M DFC Zinc plated class 5.8 steel 190mm 18 M DFC Zinc plated class 5.8 steel 260mm 24 M DFC Zinc plated class 5.8 steel 300mm 28 M DFC A4 stainless steel 110mm 10 M DFC A4 stainless steel 130mm 12 M DFC A4 stainless steel 160mm 14 M DFC A4 stainless steel 190mm 18 M DFC A4 stainless steel 260mm 24 M DFC A4 stainless steel 300mm 28 M Box Carton ZINC PLATED CLASS 5.8 STEEL A4 STAINLESS STEEL 150

153 151 TECH MANUAL 2014 DeWALT VOLUME 1 6/2014

154 TECH MANUAL 2014 DeWALT VOLUME 1 6/

155

156 06/2014 MP16771-GB