(English language translation, the original version is in French language) 28/05/ /05/2018. Plant 1

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1 Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F Marne-la-Vallée Cedex 2 Tél. : (33) Fax : (33) Autorisé et notifié conformément à l article 10 de la directive 89/106/EEC du Conseil, du 21 décembre 1988, relative au rapprochement des dispositions législatives, réglementaires et administratives des Etats membres concernant les produits de construction. MEMBRE DE L EOTA European (English language translation, the original version is in French language) Nom commercial : Trade name: Titulaire : Holder of approval: Type générique et utilisation prévue du produit de construction : Generic type and use of construction product: Validité du : au : Validity from / to: Usine de fabrication : Manufacturing plant: Le présent Agrément technique européen contient : This European contains: Injection system DeWalt PURE110-PRO DeWalt Stanley Black&Decker Deutschland GmbH European Anchor Development Center Black-&-Decker Str Idstein Germany Cheville à scellement de type "à injection" pour fixation dans le béton fissuré M10, M12, M16, M20, M24, M27, M30, et fers à béton 10, 12, 14, 16, 20, 25, 28, 32mm. Bonded injection type anchor for use in cracked concrete: sizes M10, M12, M16, M20, M24, M27, M30, and rebars size 10, 12, 14, 16, 20, 25, 28, 32mm 28/05/ /05/2018 Plant 1 36 pages incluant 26 annexes faisant partie intégrante du document. 36 pages including 26 annexes which form an integral part of the document. Organisation pour l Agrément Technique Européen European Organisation for s

2 Page 2 ETA 13/0397, issued on English translation prepared by CSTB I LEGAL BASES AND GENERAL CONDITIONS 1. This European is issued by the Centre Scientifique et Technique du Bâtiment in accordance with: Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products 1, modified by the Council Directive 93/68/EEC of 22 July and Regulation (EC) N 1882/2003 of the European Parliament and of the Council 3 ; Décret n du 8 juillet concernant l aptitude à l usage des produits de construction; Common Procedural Rules for Requesting, Preparing and the Granting Technical Approvals set out in the Annex of Commission Decision 94/23/EC 5 ; Guideline for European of «Metal Anchors for use in Concrete» ETAG 001, edition 1997, Part 1 «Anchors in general» and Part 5 «Bonded anchors». 2. The Centre Scientifique et Technique du Bâtiment is authorised to check whether the provisions of this European are met. Checking may take place in the manufacturing plant (for example concerning the fulfilment of assumptions made in this European with regard to manufacturing). Nevertheless, the responsibility for the conformity of the products with the European and for their suitability for the intended use remains with the holder of the European. 3. This European is not to be transferred to manufacturers or agents of manufacturer other than those indicated on page 1; or manufacturing plants other than those indicated on page 1 of this European. 4. This European may be withdrawn by the Centre Scientifique et Technique du Bâtiment pursuant to Article 5 ( of the Council Directive 89/106/EEC. 5. Reproduction of this European including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of the Centre Scientifique et Technique du Bâtiment. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European. 6. The European is issued by the approval body in its official language. This version corresponds to the version circulated within EOTA. Translations into other languages have to be designated as such. 1 Official Journal of the European Communities n L 40, , p Official Journal of the European Communities n L 220, , p. 1 3 Official Journal of the European Union L 284, 31 October 2003, p Journal officiel de la République française du 14 juillet Official Journal of the European Communities n L 17, , p. 34

3 Page 3 ETA 13/0397, issued on English translation prepared by CSTB II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL 1 Definition of product and intended use 1.1 Definition of product The injection system DeWalt PURE110-PRO is a bonded anchor system (injection type) consisting of a side-by-side cartridge (400ml, 600ml, 620ml) or a peeler type cartridge (265ml) with injection mortar DeWalt PURE110-PRO and a steel element. The steel element can be threaded rods made of zinc plated carbon, stainless steel or high corrosion resistant stainless steel or can be rebars. The steel element is placed into a rotary/percussion drilled hole filled with the injection mortar and transfers loads into the concrete by bond stresses between anchor rod and mortar as well as between mortar and surface of the drill hole. An illustration of the product is provided in Annex 1 and Intended use The anchor is intended to be used for anchorages for which requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 of Council Directive 89/106/EEC shall be fulfilled and failure of anchorages made with these products would compromise the stability of the works, cause risk to human life and/or lead to considerable economic consequences. Safety in case of fire (Essential Requirement 2) is not covered in this ETA. The anchor is to be used only for anchorages subject to static, quasi-static or seismic action (anchor performance categories C1 for anchors sizes specified in Annex 1, 3 and 4; size 10mm rebars are not covered for seismic action in shear). lt may be used in reinforced or unreinforced normal weight concrete of strength classes C 20/25 at minimum and C50/60 at most according to EN 206-1: It may be anchored in cracked and uncracked concrete. Overhead installation is permitted for all sizes (the piston plug is needed for diameter > 20mm). The threaded rods made of zinc plated or galvanized, carbon steel may only be used in concrete subject to dry internal conditions. The threaded rods made of stainless steel A4 may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure in permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where deicing materials are used). The threaded rods made of high corrosion resistant stainless steel (HCR) may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure, in permanently damp internal conditions or in other particular aggressive conditions. Such particular conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used). Elements made of rebar: Post-installed reinforcing bars may be used as anchor designed in accordance with the EOTA Technical Report TR 029 only. Such applications are e.g. concrete overlay or shear dowel connections or the connections of a wall predominantly loaded by shear and compression forces with the foundation, where the reinforcing bars act as dowels to take up shear forces. Connections with post-installed reinforcing bars in concrete structures designed in accordance with EN : 2004 are not covered by this European technical approval.

4 Page 4 ETA 13/0397, issued on English translation prepared by CSTB The anchor may be installed in dry or wet concrete and flooded holes (not sea water) for all diameters (use category 2). Installation All diameters Substrate Dry concrete Wet concrete Flooded hole Yes Yes Yes The anchor may be used in the following temperature ranges: Temperature range I: -40 C to +40 C (max long term temperature +24 C and max short term temperature +40 C) Temperature range II: -40 C to +60 C (max long term temperature +43 C and max short term temperature +60 C). Temperature range III: -40 C to +72 C (max long term temperature +43 C and max short term temperature +72 C). The provisions made in this European are based on an assumed intended working life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

5 Page 5 ETA 13/0397, issued on English translation prepared by CSTB 2 Characteristics of product and methods of verification 2.1 Characteristics of product The steel elements and the mortar cartridge correspond to the drawings and provisions given in Annexes 1 to 2. The characteristic material values, dimensions and tolerances of the anchor not indicated in Annexes 3 to 4 shall correspond to the respective values provided in the technical documentation 6 of this European. The characteristic anchor values for the design of anchorages are provided in Annexes 9 to 26. The two components of the DeWalt PURE110-PRO injection mortar are delivered in an unmixed condition in side-by-side cartridges of sizes 400 ml, 600 ml or 620 ml, or in a peeler type (coaxial) cartridge (265ml) according to Annex 2. Each mortar cartridge is marked with the identifying mark of the producer, the trade name, the batch number and date of expiry. The DeWalt PURE110-PRO bonded anchor is intended to be used with commercial standard threaded rods according to Annexe2. Threaded rods (Annex 3) shall be supplied with: - Mechanical properties according to EN ISO or EN ISO , - Quality affirmation of the mechanical properties with an inspection document according to EN 10204, - Marking of the threaded rod with the embedment depth. Elements made of reinforcing bar shall comply with the specifications given in Annex 4. Explanations of the markings and the corresponding materials are given in Annexes 3 to 4. The marking of embedment depth for the reinforcing bar may be done on jobsite. 2.2 Methods of verification The assessment of suitability of the anchor for the intended use in relation to the requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 has been made in accordance with the «Guideline for European of Metal Anchors for use in Concrete», Part 1 «Anchors in general» and Part 5 «Bonded anchors», on the basis of Option 1 and ETAG 001 Annex E Assessment of Metal Anchors under Seismic Action. In addition to the specific clauses relating to dangerous substances contained in this European, there may be other requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the UE Construction Products Directive, these requirements need also to be complied with, when and where they apply. 6 The technical documentation of this European is deposited at the Centre Scientifique et Technique du Bâtiment and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over to the approved bodies.

6 Page 6 ETA 13/0397, issued on English translation prepared by CSTB 3 Evaluation of Conformity and CE marking 3.1 Attestation of conformity system The system of attestation of conformity 2 (i) (referred to as system according to Council Directive 89/106/EEC Annex III laid down by the European Commission provides: a) Tasks for the manufacturer: 1. Factory production control, 2. Further testing of samples taken at the factory by the manufacturer in accordance with a prescribed test plan. b) Tasks for the approved body: 3. Initial type-testing of the product, 4. Initial inspection of factory and of factory production control, 5. Continuous surveillance, assessment and approval of factory production control. 3.2 Responsibilities Tasks of the manufacturer Factory production control The manufacturer shall have a factory production control system in the plant and shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer are documented in a systematic manner in the form of written policies and procedures. This production control system ensures that the product is in conformity with the European. The manufacturer shall only use raw materials supplied with the relevant inspection documents as laid down in the prescribed test plan 7. The incoming raw materials shall be subject to controls and tests by the manufacturer before acceptance. Check of incoming materials such as resin and hardener shall include control of the inspection documents presented by suppliers (comparison with nominal values) by verifying appropriate properties. The frequency of controls and tests conducted during production is laid down in the prescribed test plan taking account of the automated manufacturing process of the anchor. The results of factory production control are recorded and evaluated. The records shall be presented to the inspection body during the continuous surveillance. On request, they shall be presented to the Centre Scientifique et Technique du Bâtiment. Details of the extent, nature and frequency of testing and controls to be performed within the factory production control shall correspond to the prescribed test plan which is part of the technical documentation of this European Other tasks of the manufacturer The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in section 3.1 in the field of in order to undertake the actions laid down in section For this purpose, the control plan referred to in sections and shall be handed over by the manufacturer to the approved body involved. The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European technical approval. 7 The prescribed test plan has been deposited at the Centre Scientifique et Technique du Bâtiment and is only made available to the approved bodies involved in the conformity attestation procedure.

7 Page 7 ETA 13/0397, issued on English translation prepared by CSTB Tasks of approved bodies Initial type-testing of the product For initial type-testing the results of the tests performed as part of the assessment for the European shall be used unless there are changes in the production line or plant. In such cases the necessary initial type-testing has to be agreed between the Centre Scientifique et Technique du Bâtiment and the approved bodies involved Initial inspection of factory and of factory production control The approved body shall ascertain that, in accordance with the prescribed test plan, the factory and the factory production control are suitable to ensure continuous and orderly manufacturing of the anchor according to the specifications mentioned in 2.1 as well as to the Annexes to the European. The approved certification body involved by the manufacturer shall issue an EC certificate of conformity of the product stating the conformity with the provisions of this European technical approval Continuous surveillance The approved certification body involved by the manufacturer shall visit the factory at least once a year for regular inspection. It has to be verified that the system of factory production control and the specified automated manufacturing process are maintained taking account of the prescribed test plan. Continuous surveillance and assessment of factory production control have to be performed according to the prescribed test plan. The results of product certification and continuous surveillance shall be made available on demand by the certification body or inspection body, respectively, to the Centre Scientifique et Technique du Bâtiment. In cases where the provisions of the European and the prescribed test plan are no longer fulfilled, the conformity certificate shall be withdrawn and CSTB informed without delay. 3.3 CE-Marking The CE marking shall be affixed on each packaging of anchors. The symbol «CE» shall be accompanied by the following information: commercial name name or identifying mark of the producer and manufacturing plant; number of the European ; identification number of the certification body; number of the EC certificate of conformity; use category (ETAG Option 1, seismic performance category C1 where applicable); the last two digits of the year in which the CE-marking was affixed; size.

8 Page 8 ETA 13/0397, issued on English translation prepared by CSTB 4 Assumptions under which the suitability of the product for the intended use was favourably assessed 4.1 Manufacturing The anchor is manufactured in accordance with the provisions of the European using the automated manufacturing process as identified during inspection of the plant by the Centre Scientifique et Technique du Bâtiment and the approved body and laid down in the technical documentation. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to the Centre Scientifique et Technique du Bâtiment before the changes are introduced. The Centre Scientifique et Technique du Bâtiment will decide whether or not such changes affect the ETA and consequently the validity of the CE marking on the basis of the ETA and if so whether further assessment or alterations to the ETA shall be necessary. 4.2 Installation Design of anchorages The suitability of the anchor for the intended use is given under the following conditions: The anchorages are designed in accordance with the - EOTA Technical Report TR "Design of bonded anchors" or in accordance with the - CEN/TS :2009, and Technical Report TR 045 Design of metal Anchors under Seismic Action under the responsibility of an engineer experienced in anchorages and concrete work. Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to reinforcement or to supports, etc.). Post-installed reinforcing bars may be used as anchor designed in accordance with the EOTA Technical Report TR 029 only. The basic assumptions for the design according to anchor theory shall be observed. This includes the consideration of tension and shear loads and the corresponding failure modes as well as the assumption that the base material (concrete structural element) remains essentially in the serviceability limit state (either uncracked or cracked) when the connection is loaded to failure. Such applications are e.g. concrete overlay or shear dowel connections or the connections of a wall predominantly loaded by shear and compression forces with the foundation, where the rebars act as dowels to take up shear forces. Connections with reinforcing bars in concrete structures designed in accordance with EN : 2004 (e.g. connection of a wall loaded with tension forces in one layer of the reinforcement with the foundation) are not covered by this European technical approval. Anchorages shall be positioned outside of plastic hinges of the concrete structure. Fastenings in stand-off installation or with a grout layer under seismic action are not covered Installation of anchors The suitability for use of the anchor can only be assumed if the anchor is installed as follows: anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters on the site; use of the anchor only as supplied by the manufacturer without exchanging the components of an anchor; commercial standard threaded rods, washers and hexagon nuts may also be used if the following requirements are fulfilled: 8 The Technical Report TR 029 "Design of Bonded Anchors" is published in English on EOTA website

9 Page 9 ETA 13/0397, issued on English translation prepared by CSTB material, dimensions and mechanical properties of the metal parts according to the specifications given in Annex 3 and 4, Table 1 and 2, confirmation of material and mechanical properties of the metal parts by inspection certificate 3.1 according to EN 10204:2004, the documents should be stored, marking of the threaded rod with the envisage embedment depth. This may be done by the manufacturer of the rod or the person on jobsite. anchor installation in accordance with the manufacturer s specifications and drawings using the tools indicated in the technical documentation of this European ; checks before placing the anchor to ensure that the strength class of the concrete in which the anchor is to be placed is in the range; check of concrete being well compacted, e.g. without significant air voids; keeping the effective anchorage depth; keeping of the edge distance and spacing to the specified values without minus tolerances; drilling by hammer-drilling; positioning of the drill holes without damaging the reinforcement; in case of aborted drill hole: the drill hole shall be filled with mortar; clean the hole in accordance with Annex 6 and 7; before brushing clean the brush and checking whether the brush diameter according to Annex 7 Table 6 is sufficient. The brush shall produce natural resistance as it enters the anchor hole. If this is not the case a new brush or a brush with a larger diameter must be used; anchor installation ensuring the specified embedment depth, that is the appropriate depth marking of the anchor not exceeding the concrete surface; for overhead installation piston plugs shall be used, embedded metal parts shall be fixed with during the curing time, e.g. with wedges, Overhead installation is permitted for all sizes (the piston plug is needed for diameter > 20mm); for injection of the mortar in bore holes > 190 mm, piston plugs shall be used; mortar injection by using the equipment including the special mixing nozzle shown in Annex 2; discarding the first portion of mortar of each new cartridge until an homogeneous colour is achieved; taking from the manufacturer instruction the admissible processing time (open time) of a cartridge as a function of the ambient temperature of the concrete; filling the drill hole uniformly from the drill hole bottom, in order to avoid entrapment of air; removing the special mixing nozzle slowly bit by bit during pressing-out; filling the drill hole with a quantity of the injection mortar corresponding to 2/3 of the drill hole; inserting immediately the threaded rod, slowly and with a slight twisting motion, removing excess of injection mortar around the rod; observing the curing time according to Annex 6 Table 5 until the rod may be loaded; during curing of the injection mortar the temperature of the concrete must not fall below 10 C; application of the torque moment given in Annex 5 Table 3 using a calibrated torque wrench Responsibility of the manufacturer It is the manufacturer s responsibility to ensure that the information on the specific conditions according to 1 and 2 including Annexes referred to as well as in sections and is given to those who are concerned. This information may be made by reproduction of the respective parts of the European. In addition all installation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s). The minimum data required are: drill bit diameter, hole depth, diameter of anchor rod, minimum effective anchorage depth, information on the installation procedure, including cleaning of the hole with the cleaning equipments, preferably by means of an illustration, material and property class of metal parts acc. to Annex 3 and 4, Table 1 and 2, anchor component installation temperature, ambient temperature of the concrete during installation of the anchor,

10 Page 10 ETA 13/0397, issued on English translation prepared by CSTB admissible processing time (open time) of the mortar, curing time until the anchor may be loaded as a function of the ambient temperature in the concrete during installation, maximum torque moment, identification of the manufacturing batch. All data shall be presented in a clear and explicit form. 5 Recommendations concerning packaging, transport and storage. The mortar cartridges shall be protected against sun radiation and shall be stored according to the manufacturer s installation instructions in dry conditions at temperatures of at least 5 C to not more than +25 C. Mortar cartridges with expired shelf life must no longer be used. The anchor shall only be packaged and supplied as a complete unit. Cartridges may be packed separately from metal parts. The original French version is signed by Le Directeur Technique C. BALOCHE

11 Page 11, issued on Threaded rod M10, M12, M16, M20, M24, M27 and M30 with washer and nut Reinforcing bar 10, 12, 14, 16, 20, 25, 28 and 32 acc. to Annex 4 Product (Steel) and Installation Annex 1

12 Page 12, issued on Cartridge: DeWalt PURE110-PRO 400ml, 600ml and 620 ml injection mortar cartridge (Type: side-by-side ) 400ml 600 ml / 620 ml 265 ml injection mortar cartridge ( peeler type) Static mixing nozzle: Use category: - Hammer-drilling - Application in cracked concrete, option 1 - Installation in dry, wet concrete or flooded boreholes - Overhead installation (provided a piston plug for sizes > M20) Temperature range: - 40 C to +40 C (max. short term temperature +40 C and max. long term temperature +24 C) - 40 C to +60 C (max. short term temperature +60 C and max. long term temperature +43 C) - 40 C to +72 C (max. short term temperature +72 C and max. long term temperature +43 C) Product (Injection mortar) and Intended use Annex 2

13 Page 13, issued on Table 1: Materials (Threaded rod) L ges h ef d 1 Part Designation Material Steel, zinc plated 5 µm acc. to EN ISO 4042 or Steel, hot-dip galvanised 40 µm acc. to EN ISO Anchor rod 2 Hexagon nut, EN ISO Washer, EN ISO 7089, EN ISO 7093, or EN ISO 7094 Stainless steel 1 Anchor rod 2 Hexagon nut, EN ISO Washer, EN ISO 7089, EN ISO 7093, or EN ISO 7094 Steel, EN or EN Property class 5.8, 8.8, EN ISO 898-1:1999 Property class 5 (for class 5.8 rod) EN ISO 898-2, Property class 8 (for class 8.8 rod) EN ISO898-2 Steel, zinc plated Material / / , EN :2005, > M24: Property class 50 EN ISO 3506 M24: Property class 70 EN ISO 3506 Material / / EN 10088, > M24: Property class 50 (for class 50 rod) EN ISO 3506 M24: Property class 70 (for class 70 rod) EN ISO 3506 Material / / , EN High corrosion resistance steel 1 Anchor rod 2 Hexagon nut, EN ISO Washer, EN ISO 7089, EN ISO 7093, or EN ISO 7094 Material / , EN :2005, > M24: Property class 50 EN ISO 3506 M24: Property class 70 EN ISO 3506 Material / EN 10088, > M24: Property class 50 (for class 50 rod) EN ISO 3506 M24: Property class 70 (for class 70 rod) EN ISO 3506 Material / , EN Commercial standard rod with: - Materials, dimensions and mechanical properties (Table 1a) - Inspection certificate 3.1 acc. to EN 10204: Marking of embedment depth Materials (Threaded rod) Annex 3

14 Page 14, issued on Table 2: Materials (Reinforcing bar) Abstract of EN Annex C, Table C.1, Properties of reinforcement: Product form Bars and de-coiled rods Class B C Characteristic yield strength f yk or f 0,2k [N/mm²] 400 to 600 Minimum value of k = (f t / f y ) k 1,08 1,15 < 1,35 Characteristic strain at maximum force ε uk [%] 5,0 7,5 Bendability Bend/Rebend test Maximum deviation from nominal mass (individual bar) [%] Nominal bar size [mm] 8 > 8 ± 6,0 ± 4,5 Abstract of EN Annex C, Table C.2N, Properties of reinforcement: Product form Bars and de-coiled rods Class B C Min. value of related rib area f R,min nominal diameter of the rebar [mm] 8 to 12 > 12 0,040 0,056 Rib height of the bar shall be in the range 0,05d h 0,07d (d: Nominal diameter of the bar; h: Rib height of the bar) Regarding design of post-installed rebar as anchor see chapter 4.2 Materials (Reinforcing bar) Annex 4

15 Page 15, issued on Table 3: Installation parameters for threaded rod Anchor size M 10 M 12 M 16 M 20 M 24 M 27 M 30 Nominal drill hole diameter d 0 [mm] = Embedment depth and bore hole depth Diameter of clearance hole in the fixture h ef,min [mm] = h ef,max [mm] = d f [mm] Diameter of steel brush d b [mm] Torque moment T inst [Nm] Thickness of fixture Minimum thickness of member t fix,min [mm] > 0 t fix,max [mm] < 1500 h min [mm] h ef + 30 mm 100 mm h ef + 2d 0 Minimum spacing s min [mm] Minimum edge distance c min [mm] Table 4: Installation parameters for reinforcing bar Rebar size Nominal drill hole d diameter 0 [mm] = Embedment depth and bore hole depth h ef,min [mm] = h ef,max [mm] = Diameter of steel brush d b [mm] Minimum thickness of member h min [mm] h ef + 30 mm 100 mm h ef + 2d 0 Minimum spacing s min [mm] Minimum edge distance c min [mm] Installation parameters Annex 5

16 Page 16, issued on Installation instruction Table 5: Minimum curing time Concrete temperature Gelling-working time Minimum curing time in dry concrete Minimum curing time in wet concrete + 10 C 90 min 24 h 48 h + 20 C 25 min 8 h 16 h + 30 C 20 min 8 h 16 h + 40 C 12 min 4 h 8 h Assembly instructions Annex 6

17 Page 17, issued on Steel brush and extension L d b Table 6: Parameter cleaning and setting tools Threaded Rebar Drill bit Brush diameters Total length Piston plug nominal minimum rod d 0 L denom. ( ) d b d b,min [mm] [mm] [mm] [mm] [mm] [mm] [mm] M , M , , M , , M ,5 300 #24 (22) M ,5 300 #28 (27) M ,5 300 #28 (29) M ,5 300 #35 (34) ,5 300 #35 (36) Hand pump (volume 750 ml) Drill bit diameter (d 0 ): 12 mm to 20 mm Rec. compressed air tool (min 6 bar) Drill bit diameter (d 0 ): 12 mm to 37 mm Piston plug for overhead or horizontal installation Drill bit diameter (d 0 ): 24 mm to 37 mm Cleaning and setting tools Annex 7

18 Page 18, issued on Use category: - Installation in dry or wet concrete or in flooded holes - Overhead installation (provided a piston plug for sizes > M20) - Cracked and uncracked concrete Temperature ranges: - 40 C to +40 C (max. short term temp. +40 C and max. long term temp. +24 C) - 40 C to +60 C (max. short term temp. +60 C and max. long term temp. +43 C) - 40 C to +72 C (max. short term temp. +72 C and max. long term temp. +43 C) Design options: - Annexes 9 to 16 o Design according to TR029: For static and quasi static loading only Design for applications in cracked and uncracked concrete - Annexes 17 to 24 o Design according to CEN/TS For static and quasi static loading Design for applications in cracked and uncracked concrete - Annexes 25 to 26 o Design for seismic action according to Technical Report 045 "Design of Metal Anchors under Seismic Action" Anchor seismic performance category C1 Use categories, temperature ranges and design options Annex 8

19 Page 19, issued on Table 7: Design method according to TR029: Characteristic values for tension loads in uncracked concrete Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Steel failure Characteristic tension resistance, Steel, property class 5.8 Characteristic tension resistance, Steel, property class 8.8 Partial safety factor γ Ms,N Characteristic tension resistance, Stainless steel A4 and HCR, property class 50 (>M24) and 70 ( M24) Partial safety factor γ Ms,N Combined pullout and concrete cone failure Characteristic bond Rk,ucr [N/mm²] resistance in uncracked concrete C20/25 Temperature range I 3) : 40 C/24 C Temperature range II 3) : 60 C/43 C Temperature range III 3) : 72 C/43 C dry and wet concrete and flooded bore hole N Rk,s [kn] N Rk,s [kn] ,50 N Rk,s [kn] Rk,ucr [Nmm 2 ] Partial safety factor (dry and wet concrete) γ Mp = γ Mc Partial safety factor (flooded bore hole) γ Mp = γ Mc Increasing factors for concrete c Splitting failure 1,87 2, ,8 2) 1,8 2) C30/37 1,10 C40/50 1,18 C50/60 1,23 Characteristic edge distance c cr,sp [mm] h 2 h ef 1,0 h ef 2,0 h ef > h >1,3 h ef 5 h ef 2 h h 1,3 h ef 2,4 h ef Characteristic spacing s cr,sp [mm] 2 c cr,sp Partial safety factor (dry and wet concrete) γ Msp Partial safety factor (flooded bore hole) γ Msp 1,8 2) 1,8 2) In absence of other national regulations 2) The partial safety factor 2 = 1,2 is included. 3) Explanations see chapter 1.2 Annex 9 Application with threaded rod Design method A: Characteristic values for tension loads in uncracked concrete TR029

20 Page 20, issued on Table 8: Design method according to TR029: Characteristic values for tension loads in cracked concrete Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Steel failure Characteristic tension resistance, Steel, property class 5.8 Characteristic tension resistance, Steel, property class 8.8 Partial safety factor γ Ms,N Characteristic tension resistance, Stainless steel A4 and HCR, property class 50 (>M24) and 70 ( M24) Partial safety factor γ Ms,N Combined pullout and concrete cone failure Characteristic bond resistance Rk,cr [N/mm²] in cracked concrete C20/25 Temperature range I 3) : 40 C/24 C Temperature range II 3) : 60 C/43 C Temperature range III 3) : 72 C/43 C dry and wet concrete and flooded bore hole N Rk,s [kn] N Rk,s [kn] ,50 N Rk,s [kn] Rk,cr [Nmm 2 ] Partial safety factor (dry and wet concrete) γ Mp = γ Mc Partial safety factor (flooded bore hole) γ Mp = γ Mc Increasing factors for concrete c Splitting failure Characteristic edge distance c cr,sp [mm] 1,87 2,86 6, ,5 6, , ,5 5,5 5, ,9 2) 1,9 2) C30/37 1,10 C40/50 1,18 C50/60 1,23 h 2 h ef 1,0 h ef 2,0 h ef > h >1,3 h ef 5 h ef 2 h h 1,3 h ef 2,4 h ef Characteristic spacing s cr,sp [mm] 2 c cr,sp Partial safety factor (dry and wet concrete) γ Msp Partial safety factor (flooded bore hole) γ Msp In absence of other national regulations 2) The partial safety factor 2 = 1,2 is included. 3) Explanations see chapter 1.2 1,9 2) 1,9 2) Annex 10 Application with threaded rod Design method A: Characteristic values for tension loads in cracked concrete TR029

21 Page 21, issued on Table 9: Design method according to TR029: Characteristic values for shear loads in cracked and uncracked concrete Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Steel failure without lever arm Characteristic shear resistance, Steel, property class 5.8 Characteristic shear resistance, Steel, property class 8.8 V Rk,s [kn] V Rk,s [kn] Partial safety factor γ Ms,V 1,25 Characteristic shear resistance, Stainless steel A4 and HCR, property class 50 (>M24) and 70 ( M24) V Rk,s [kn] Partial safety factor γ Ms,V 1,56 2,38 Steel failure with lever arm Characteristic bending moment, Steel, property class 5.8 Characteristic bending moment, Steel, property class 8.8 M 0 Rk,s [Nm] M 0 Rk,s [Nm] Partial safety factor γ Ms,V 1,25 Characteristic bending moment, Stainless steel A4 and HCR, property class 50 (>M24) and 70 ( M24) M 0 Rk,s [Nm] Partial safety factor γ Ms,V 1,56 2,38 Concrete pry out failure Factor k in Equation (5.7) of Technical Report TR 029 for the design of Bonded Anchors Partial safety factor γ Mcp 2,0 1,50 2) Concrete edge failure See chapter of Technical Report TR 029 for the design of Bonded Anchors Partial safety factor γ Mc 1,50 2) In absence of other national regulations 2) The partial safety factor 2 = 1,0 is included. Application with threaded rod Design method A: Characteristic values for shear loads in cracked and uncracked concrete TR029 Annex 11

22 Page 22, issued on Table 10: Displacements for tension loads Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Temperature range 40 C/24 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,040 0,076 0,097 0,118 0,139 0,155 0,171 Displacement N [mm/(n/mm²)] 0,086 0,086 0,097 0,118 0,139 0,155 0,171 Temperature range 72 C/43 C and 60 C/43 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,040 0,076 0,097 0,118 0,139 0,155 0,171 Displacement N [mm/(n/mm²)] 0,086 0,086 0,097 0,118 0,139 0,155 0,171 Temperature range 40 C/24 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,076 0,097 0,118 0,139 0,155 0,171 Displacement N [mm/(n/mm²)] 0,086 0,086 0,097 0,118 0,139 0,155 0,171 Temperature range 72 C/43 C and 60 C/43 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,076 0,097 0,118 0,139 0,155 0,171 Displacement N [mm/(n/mm²)] 0,086 0,086 0,097 0,118 0,139 0,155 0,171 Calculation of the displacement for design load Displacement for short term load = N0 Sd / 1,4; Displacement for long term load = N Sd / 1,4; ( Sd: design bond strength) Table 11: Displacements for shear loads 2) Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Temperature range 40 C/24 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,050 0,040 0,040 0,030 0,030 0,030 Displacement N [mm/(n/mm²)] 0,090 0,080 0,060 0,060 0,050 0,050 0,050 Temperature range 72 C/43 C and 60 C/43 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,050 0,040 0,040 0,030 0,030 0,030 Displacement N [mm/(n/mm²)] 0,090 0,080 0,060 0,060 0,050 0,050 0,050 Temperature range 40 C/24 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,231 0,214 0,181 0,148 0,115 0,090 0,065 Displacement N [mm/(n/mm²)] 0,346 0,321 0,272 0,222 0,172 0,135 0,097 Temperature range 72 C/43 C and 60 C/43 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,231 0,214 0,181 0,148 0,115 0,090 0,065 Displacement N [mm/(n/mm²)] 0,346 0,321 0,272 0,222 0,172 0,135 0,097 2) Calculation of the displacement for design load Displacement for short term load = N0 V d / 1,4; Displacement for long term load = N V d / 1,4; (V d: design shear load) Application with threaded rod Displacements TR029 Annex 12

23 Page 23, issued on Table 13: Design method according to TR029: Characteristic values for tension loads in uncracked concrete Anchor size reinforcing bar Steel failure (Properties acc. to Annex 4) Characteristic tension resistance, B 500 B acc. to DIN 488-2: 2009 Partial safety factor γ Ms,N Combined pullout and concrete cone failure Characteristic bond resistance Rk,ucr [N/mm²] in uncracked concrete C20/25 Temperature range I 3) : 40 C/24 C Temperature range II 3) : 60 C/43 C Temperature range III 3) : 72 C/43 C dry and wet concrete and flooded bore hole N Rk,s [kn] Rk,ucr [Nmm 2 ] Partial safety factor (dry and wet concrete) γ Mp = γ Mc Partial safety factor (flooded bore hole) γ Mp = γ Mc Increasing factors for concrete c Splitting failure 1, ,8 2) 1,8 2) C30/37 1,10 C40/50 1,18 C50/60 1,23 Characteristic edge distance c cr,sp [mm] h 2 h ef 1,0 h ef 2,0 h ef > h >1,3 h ef 5 h ef 2 h h 1,3 h ef 2,4 h ef Characteristic spacing s cr,sp [mm] 2 c cr,sp Partial safety factor (dry and wet concrete) γ Msp Partial safety factor (flooded bore hole) γ Msp 1,8 2) 1,8 2) In absence of other national regulations 2) The partial safety factor 2 = 1,2 is included. 3) Explanations see chapter 1.2 4) For reinforcing bars, which do not comply with DIN 488: The characteristic resistance N Rk,s shall be determined acc. to Technical Report TR 029, Equation (5.. Regarding design of post-installed rebar as anchor see chapter 4.2 Annex 13 Application with reinforcing bar Design method A: Characteristic values for tension loads in uncracked concrete TR029

24 Page 24, issued on Table 14: Design method A according to TR029: Characteristic values for tension loads in cracked concrete Anchor size reinforcing bar Steel failure (Properties acc. to Annex 4) Characteristic tension resistance, B 500 B acc. to DIN 488-2:2009 Partial safety factor γ Ms,N Combined pullout and concrete cone failure Characteristic bond resistance Rk,cr [N/mm²] in cracked concrete C20/25 Temperature range I 3) : 40 C/24 C Temperature range II 3) : 60 C/43 C Temperature range III 3) : 72 C/43 C dry and wet concrete and flooded bore hole N Rk,s [kn] Rk,cr [Nmm 2 ] Partial safety factor (dry and wet concrete) γ Mp = γ Mc Partial safety factor (flooded bore hole) γ Mp = γ Mc Increasing factors for concrete c Splitting failure 1,4 6, ,5 6, , ,5 5,5 5,5 5, ,9 2) 1,9 2) C30/37 1,10 C40/50 1,18 C50/60 1,23 Characteristic edge distance c cr,sp [mm] h 2 h ef 2,0 h ef > h >1,3 h ef h 1,3 h ef 1,0 h ef 5 h ef 2 h 2,4 h ef Characteristic spacing s cr,sp [mm] 2 c cr,sp Partial safety factor (dry and wet concrete) γ Msp Partial safety factor (flooded bore hole) γ Msp 1,9 2) 1,9 2) In absence of other national regulations 2) The partial safety factor 2 = 1,2 is included. 3) Explanations see chapter 1.2 5) For reinforcing bars, which do not comply with DIN 488: The characteristic resistance N Rk,s shall be determined acc. to Technical Report TR 029, equation (5.. Regarding design of post-installed rebar as anchor see chapter 4.2 Annex 14 Application with reinforcing bar Design method A: Characteristic values for tension loads in cracked concrete TR029

25 Page 25, issued on Table 15: Design method according to TR029: Characteristic values for shear loads Anchor size reinforcing bar Steel failure without lever arm (Properties acc. Annex 4) Characteristic shear resistance, 3) VRk,s [kn] B 500 B acc. to DIN 488-2: 2009 Partial safety factor γ Ms,V 1,5 Steel failure with lever arm (Properties acc. Annex 4) Characteristic shear resistance, B 500 B acc. to DIN 488-2: ) M0 Rk,s [Nm] Partial safety factor γ Ms,V 1,5 Concrete pry out failure Factor k in Equation (5.7) of Technical Report TR 029 for the design of Bonded Anchors Partial safety factor γ Mcp 2,0 1,50 2) Concrete edge failure See chapter of Technical Report TR 029 for the design of bonded anchors Partial safety factor γ Mc 1,50 2) In absence of other national regulations 2) The partial safety factor 2 = 1,0 is included. 3) For reinforcing bars, which do not comply with DIN 488: The characteristic resistance V Rk,s shall be determined acc. to Technical Report TR 029, Equation (5.5). 4) For reinforcing bars, which do not comply with DIN 488: The characteristic resistance M 0 Rk,s shall be determined acc. to Technical Report TR 029, Equation (5.6b). Regarding design of post-installed rebar as anchor see chapter 4.2 Annex 15 Application with reinforcing bar Design method A: Characteristic values for shear loads TR029

26 Page 26, issued on Table 16: Displacements for tension loads Anchor size reinforcing bar Temperature range 40 C/24 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,040 0,076 0,087 0,097 0,118 0,144 0,160 0,181 Displacement N [mm/(n/mm²)] 0,086 0,086 0,087 0,097 0,118 0,144 0,160 0,181 Temperature range 72 C/43 C and 60 C/43 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,040 0,076 0,087 0,097 0,118 0,144 0,160 0,181 Displacement N [mm/(n/mm²)] 0,086 0,086 0,087 0,097 0,118 0,144 0,160 0,181 Temperature range 40 C/24 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,076 0,087 0,097 0,118 0,144 0,160 0,181 Displacement N [mm/(n/mm²)] 0,086 0,086 0,087 0,097 0,118 0,144 0,160 0,181 Temperature range 72 C/43 C and 60 C/43 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,076 0,087 0,097 0,118 0,144 0,160 0,181 Displacement N [mm/(n/mm²)] 0,086 0,086 0,087 0,097 0,118 0,144 0,160 0,181 Calculation of the displacement for design load Displacement for short term load = N0 Sd / 1,4; Displacement for long term load = N Sd / 1,4; ( Sd: design bond strength) Table 17: Displacements for shear loads 2) Anchor size reinforcing bar Temperature range 40 C/24 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,050 0,040 0,040 0,040 0,030 0,030 0,030 Displacement N [mm/(n/mm²)] 0,090 0,080 0,060 0,060 0,060 0,040 0,040 0,040 Temperature range 72 C/43 C and 60 C/43 C for uncracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,060 0,050 0,040 0,040 0,040 0,030 0,030 0,030 Displacement N [mm/(n/mm²)] 0,090 0,080 0,060 0,060 0,060 0,040 0,040 0,040 Temperature range 40 C/24 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,231 0,214 0,198 0,181 0,148 0,106 0,081 0,048 Displacement N [mm/(n/mm²)] 0,346 0,321 0,296 0,272 0,222 0,159 0,122 0,072 Temperature range 72 C/43 C and 60 C/43 C for cracked concrete C20/25 Displacement N0 [mm/(n/mm²)] 0,231 0,214 0,198 0,181 0,148 0,106 0,081 0,048 Displacement N [mm/(n/mm²)] 0,346 0,321 0,296 0,272 0,222 0,159 0,122 0,072 2) Calculation of the displacement for design load Displacement for short term load = N0 V d / 1,4; Displacement for long term load = N V d / 1,4; (V d: design shear load) Application with reinforcing bar Displacements TR029 Annex 16

27 Page 27, issued on Table 18: Design method according to CEN/TS1992-4: Characteristic values for tension loads in uncracked concrete Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Steel failure Characteristic tension resistance, Steel, property class 5.8 Characteristic tension resistance, Steel, property class 8.8 Partial safety factor γ Ms,N Characteristic tension resistance, Stainless steel A4 and HCR, property class 50 (>M24) and 70 ( M24) Partial safety factor γ Ms,N Combined pullout and concrete cone failure Characteristic bond Rk,ucr [N/mm²] resistance in uncracked concrete C20/25 Temperature range I 3) : 40 C/24 C Temperature range II 3) : 60 C/43 C Temperature range III 3) : 72 C/43 C dry and wet concrete and flooded bore hole N Rk,s [kn] N Rk,s [kn] ,50 N Rk,s [kn] Rk,ucr [Nmm 2 ] Partial safety factor (dry and wet concrete) γ Mp = γ Mc Partial safety factor (flooded bore hole) γ Mp = γ Mc Increasing factors for concrete c 1,87 2, ,8 2) 1,8 2) C30/37 1,10 C40/50 1,18 C50/60 1,23 Factor ref. bond strength Rk,c acc. eq(8) CEN/TS Concrete cone failure k 8 10,1 Characteristic edge distance c cr,n [mm] 1,5 h ef Characteristic spacing s cr,n [mm] 2 c cr,n Factor concrete cone equation k ucr 10,1 Splitting failure Characteristic edge distance c cr,sp [mm] h 2 h ef 1,0 h ef 2,0 h ef > h >1,3 h ef 5 h ef 2 h h 1,3 h ef 2,4 h ef Characteristic spacing s cr,sp [mm] 2 c cr,sp Partial safety factor (dry and wet concrete) 1,8 2) γ Mc = γ Mp =γ Msp Partial safety factor (flooded bore hole) 1,8 2) In absence of other national regulations 2) The partial safety factor 2 = 1,2 is included. 3) Explanations see chapter 1.2 Application with threaded rod Design method A: Characteristic values for tension loads in uncracked concrete CEN/TS Annex 17

28 Page 28, issued on Table 19: Design method according to CEN/TS1992-4: Characteristic values for tension loads in cracked concrete Anchor size threaded rod M 10 M 12 M 16 M 20 M 24 M 27 M 30 Steel failure Characteristic tension resistance, Steel, property class 5.8 Characteristic tension resistance, Steel, property class 8.8 Partial safety factor γ Ms,N N Rk,s [kn] N Rk,s [kn] Characteristic tension resistance, Stainless steel A4 and HCR, property class 50 (>M24) and 70 ( M24) N Rk,s [kn] Partial safety factor γ Ms,N 1,87 2,86 Combined pullout and concrete cone failure Characteristic bond resistance Rk,cr [N/mm²] in cracked concrete C20/25 Temperature range I 3) : 40 C/24 C Temperature range II 3) : 60 C/43 C Temperature range III 3) : 72 C/43 C dry and wet concrete and flooded bore hole Rk,cr [Nmm 2 ] 1,50 6, ,5 6, , ,5 5,5 5,5 5 5 Partial safety factor (dry and wet concrete) γ Mp = γ Mc 1,9 2) Partial safety factor (flooded bore hole) 1,9 2) Increasing factors for concrete c C30/37 1,10 C40/50 1,18 C50/60 1,23 Factor ref. bond strength Rk,c acc. eq(8) CEN/TS Concrete cone failure k 8 7,2 Characteristic edge distance c cr,n [mm] 1,5 h ef Characteristic spacing s cr,n [mm] 2 c cr,n Factor concrete cone equation k cr 7,2 Splitting failure Characteristic edge distance c cr,sp [mm] h 2 h ef 1,0 h ef 2,0 h ef > h >1,3 h ef 5 h ef 2 h h 1,3 h ef 2,4 h ef Characteristic spacing s cr,sp [mm] 2 c cr,sp Partial safety factor (dry and wet concrete) 1,9 2) γ Mc = γ Mp =γ Msp Partial safety factor (flooded bore hole) 1,9 2) In absence of other national regulations 2) The partial safety factor 2 = 1,2 is included. Application with threaded rod Design method A: Characteristic values for tension loads in cracked concrete CEN/TS Annex 18

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