MOSO Precast Panel Suspension System

Transcription

1 MOSO Precast Panel Suspension System 11-1

2 Contents MOSO Precast Panel Suspension System for Concrete Facades 11-3 MOSO Product Summary 11-4 System Diagram 11-5 Precast Panel Suspension System 11-6 Technical data 11-7 Precast Panel Suspension System 11-8 Precast Panel Suspension System 11-9 Precast Panel Suspension System Precast Panel Suspension System Precast Panel Suspension System Precast Panel Suspension System Assembly Instructions CFS-FB-H Parapet anchor Standard design CFS-FB-E Parapet anchor with adjustment CFS-FB-EJ Assembly instructions CFS-FB-E Assembly instructions CFS-FB-EJ Pressure screws CFS-FB-DS Wind Anchor Restraint CFS-FB-DZA MOSO PRECAST PANEL SUSPENSION SYSTEM Assembly Instructions CFS-FB-DZA Dowel Connection CFS-FB-VD Other Products

3 MOSO Precast Panel Suspension System for Concrete Facades Introduction The MOSO precast panel suspension system is an approved system. It consists of an upper part, a middle part and a cast-in part. There are several models of the upper part available depending on the structural situation. The standard upper part is fastened to a vertical surface of the structure, or alternatively there is a fixing available to connect to the top of a slab. If a single point fixing is insufficient a double bolt version is available. The component cast into the facade was developed for slender precast concrete units Product information Load range: kn Material: approved stainless steel Certificate: technical approval. 11-3

4 MOSO Product Summary Precast panel suspension system: FB-H Parapet anchors: FB-E Wind anchor restraint: FB-DS, FB-DZA Dowel connection Turn buckle restraint system MOSO PRECAST PANEL SUSPENSION SYSTEM 11-4

5 System Diagram Wind suction W D,d Wind pressure W D,d alternatively: Typical suspension system Cross section wall fixing type Angle of inclination 11-5

6 Precast Panel Suspension System Precast panel cast-in component, Type CFS-FB-HE Together with the supplementary reinforcement included in the scope of supply, the cast-in parts form an officially approved system. Type 1 covers load range from 6.0 kn to 22.0 kn inclusive. Type 2 was designed for loads from 38.0 kn to 70.0 kn inclusive. Please refer to the table for the dimensions. Product information Load range: kn Material: approved stainless steel Certificate: technical approval. C-channel with two nail holes Ø 4 mm Type 1 Type 2 Cast-in part: load range : 6,0 kn - 22,0 kn Front view Side view Top view Stud Anchors MOSO PRECAST PANEL SUSPENSION SYSTEM Cast-in part: load range : 38,0 kn - 70,0 kn Stud Anchors L Profile Hex bolt acc. to DIN EN ISO 4017 (DIN 933) Front view Side view Top view 11-6

7 Technical data CFS-FB-HE Type 1 Type 2 Boundary conditions Additional reinforcement Working Load Design load V Rd f min c 1, min c 2, min h ges Ø d a b c 6.0 kn 8.10 kn kn kn kn kn kn kn kn kn kn kn kn kn kn kn Additional reinforcement 11-7

8 Precast Panel Suspension System Working Load Design load V Rd Connection angle at wall distance b in mm Ø d Dim.Dowel Working Load Design load V >160 Rd Ø d Dim.Dowel [ - ] Single bolt type for wall fixing, 60Type 70FB-HO > kn 8.10 kn [ - M10 ] Connection angle at wall distance b in mm The upper mounting kn kn is fixed kn knto the concrete frame with a drilled bolt kn or kna cast-in channel. kn kn Please refer kn to knthe table for kn kn the dimensions M10 M12 M12 M16 M16 M kn kn kn kn /22 M16/M20 Product information kn kn kn kn /22 22 M16/M20M kn kn Load range: 48.0 kn kn kn M20 M kn kn kn kn M20 M24 Cavity: up to 500 mm 70.0 kn kn M24 Please refer to page 12 for more information about the installation part. Material: approved stainless steel Please refer to page 12 for more information about the installation part. Certificate: technical approval Fixing angle allowable variance ±5 CFS-FB-HO1 CFS-FB-HO1 CFS-FB-HO1 Connection angle at wall distance b in mm Working Load Design load V Rd Dim.Dowel >160 Ø d [ - ] 6.0 kn 8.10 kn M kn kn M kn kn M kn kn M kn kn /22 M16/M kn kn M kn kn M kn kn M24 1 Please For more refer to page information 12 more information please about see the page installation part. or contact us. MOSO PRECAST PANEL SUSPENSION SYSTEM Front view Side view Top view 11-8

9 Precast Panel Suspension System 16.0 kn kn kn kn kn kn kn kn kn kn CFS-FB-HO2 Double bolt type for wall fixing, CFS-FB-HO2 Connection angle angle at wall at wall distance b in b mm in mm Dimensions The double Working slotted load load bracket Design Design of the upper part is fastened load load V Ø d j a to the in-situ concrete with Rd V Ø d j a Dowel Dowel two Rd 60drilled 70 bolts or 80 a 90cast 100 in >160 >160 [ - ] [ - ] channel kn kn kn kn M8 M8 Please refer 8.5 to 8.5 knthe table for kn the kn 18.0 dimensions M10M kn kn kn kn M12M12 Product information kn kn kn kn Load range: kn 6.0 kn kn kn M12M M16M kn kn kn kn M16M16 Cavity: up to 500 mm kn kn kn kn M16M16 Material: 70.0 approved 70.0 kn kn stainless kn kn steel - - Certificate: technical approval M20M20 Fixing angle allowable variance ±5 Technical data CFS-FB-HO2 Working load Connection angle at wall distance b in mm Dimensions Design load V Ø d j a Rd > kn 8.10 kn M8 8.5 kn kn M kn kn M kn kn M kn kn M kn kn M kn kn M kn kn M20 1 For more information please see page or contact us. Dowel [ - ] Front view Side view Top view 11-9

10 Precast Panel Suspension System 22.0 kn kn kn kn kn kn kn kn CFS-FB-HO2A Connection angle at wall Dimensions Working Design distance b in mm CFS-FB-HO1A load load V Ø d j a c >160 min Dowel Rd [ - ] Design load Connection angle at wall distance b in mm Dimensions Single bolt 6.0 Working kn type load 8.10 for kn top 18.0 of slab 21.5 fixing, M8 V Ø d c >160 min Dowel Type CFS-FB-HO1A 8.5 kn kn 15.5 Rd M8 [ - ] The upper 13.5 mounting kn 6.0 kn kn is fixed to 17.0 knthe concrete frame with M10 M10 a drilled 16.0 bolt kn 8.5 or a kn cast-in kn 13.0 channel kn M10 M10 Please refer 22.0 to 13.5 knthe kn table kn for the 14.5 kn dimensions M10 M kn kn kn kn M12 M12 Product 48.0 information 22.0 kn kn kn kn M16 M kn kn M16 Load range: 70.0 kn kn kn M kn M16 Cavity: up to 500 mm 70.0 kn kn M20 Material: approved stainless steel Certificate: technical approval Fixing angle allowable variance ±5 Technical data CFS-FB-HO1A Working load Design load Connection angle at wall distance b in mm Dimensions V Rd >160 Ø d c min Dowel [ - ] 6.0 kn 8.10 kn M kn kn M kn kn M kn kn M kn kn M kn kn M kn kn M kn kn M20 MOSO PRECAST PANEL SUSPENSION SYSTEM 1 For more information please see page or contact us. Edge protection profile Washer acc. to DIN EN ISO 7093 (DIN 9021) Front view Side view Top view 11-10

11 Precast Panel Suspension System 16.0 kn kn kn kn kn kn kn kn kn kn CFS-FB-HO2A CFS-FB-HO2A Working Working Connection Connection angle at angle wall distance at wall distance b in mm b in mm Dimensions Dimensions Design Design load load load V Ø d j a c Double bolt type for 60top 70 of slab 80 fixing, >160 min Rd load V Ø d j a Dowel c >160 min Rd [ - ] [ - ] Type 6.0 CFS-FB-HO2 kn kn kn kn M880 M8 The double 8.5 kn bolt knbracket kn of kn19.0 the 15.5 upper part is fastened to the M885 M8 in-situ 13.5 concrete kn kn with kn18.23 two 14.5 kndrilled bolts or a cast in channel Please 16.0 refer kn to the kn kntable kn for the 17.0 dimensions kn kn kn kn M M M1090 M10 M10 M10 Product 38.0 kninformation kn kn M125 M12 Load 48.0 range: kn kn kn kn kn M160 M kn kn kn kn Cavity: up to 500 mm M M16 Material: approved stainless steel Certificate: technical approval Fixing angle allowable variance ±5 Dowel Technical data Working load 1 For more information please see page or contact us. CFS-FB-HO2A Connection angle at wall distance b in mm Dimensions Design load V Ø d j Rd >160 a c min Dowel [ - ] 6.0 kn 8.10 kn M8 Edge protection profile 8.5 kn kn M kn kn M10 Washer acc. to 16.0 kn kn DIN 25.0 EN ISO (DIN 9021) M kn kn M kn kn M kn kn M kn kn M16 Edge protection Edge protection profile profile Edge protection profile Washer acc. Washer to acc. to Washer acc. to DIN EN ISO DIN 7093 EN (DIN ISO 9021) 7093 (DIN 9021) DIN EN ISO 7093 (DIN 9021) Front view Side view Top view 11-11

12 ze Precast Panel Suspension System Single and double bolt wall fixed anchors - overview Technical data CFS-FB-H1 / CFS-FB-H Working 25.0 load kn kn kn kn kn kn kn kn Design load V Rd 8.10 kn kn kn kn kn kn kn kn Cavity b M8220 M M M M M M Cast in part FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB-HE-38.0 FB-HE-48.0 FB-HE-70.0 Threaded rod Metric spanner size FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB-HE-38.0 FB-HE-48.0 FB M8 M10 M12 M16 M16 M20 M24 M h [mm MOSO PRECAST PANEL SUSPENSION SYSTEM Single bolt wall fixed anchor Double bolt wall fixed anchor 11-12

13 Cavity b Precast Panel Suspension System Single and double bolt top of slab fixed anchors - overview Technical data CFS-FB-H1A / CFS-FB-H2A Working 150 load 6.0 kn kn kn kn kn kn kn kn Design load V Rd 8.10 kn kn kn kn kn kn kn kn Cavity b A A A A M M M M M Cast in part Threaded rod Metric spanner size Cast in part FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB- Threaded rod Metric spanner size FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB-HE-38.0 FB-HE-48.0 FB-HE-70.0 M8 M10 M12 M16 M16 M20 M24 M A A A A [mm Single bolt top of slab fixed anchor Double bolt top of slab fixed anchor 11-13

14 Assembly Instructions CFS-FB-H 1.1 Components of precast panel part Type 1 The precast part with load range 6.0 kn 22.0 kn consists of a MOS anchor channel two T-head bolts and two end plates for connecting the reinforcement loops. The MOS anchor channel contains a recess unit made of PE foam. 1.2 Components of precast panel part Type 2 The precast part with load range 38.0 kn 70.0 kn consists of a bracket, two T-head bolts and two end plates for connecting the reinforcement loops. 3.1 Attaching to the formwork The cast in part can be attached to the formwork with the help of two nails. There are two nail holes on the back of the MOS channel for this purpose. This enables casting flush with the concrete surface. 2.1 Assembly of the reinforcement Additional U bars 2.2 Assembly of the reinforcement Additional U bars 3.2 Attaching to the formwork The Type 2 cast in part can be fixed to the formwork with the projecting stud. MOSO PRECAST PANEL SUSPENSION SYSTEM Working load T inst [Nm] Connection bolt Working load T inst [Nm] Connection bolt Width across flat 6.0 kn 15 M10 17 Width across flat 8.5 kn 25 M kn 15 M kn 60 M16 24 Connection Width across Working 8.5 knload T inst 25 [Nm] M kn 60 M16 24 bolt flat Working load 13.5 Connection Width across T inst [Nm] 22.0 kn 120 M20 30 Working 6.0 kn kn 60 load T inst [Nm] 15 Connection M16 M10 Width across bolt bolt flat flat kn 240 M kn8.5 kn kn M kn 15 M10 M12 M kn 240 M kn kn kn kn M12 M16 M20 M kn kn kn M16 M16 M kn 420 M kn 60 M kn kn kn kn M16 M20 M20 M kn kn kn kn M20 M20 M24 M kn48.0 kn kn M20 M20 M kn70.0 kn kn M20 M24 M

15 4.1 Attaching the suspension system to the precast panel - Type 1 The installation part of the suspension system consists of an upper part (available in four different designs) and a middle part (available in two different designs). The hanger is delivered completely pre-assembled. Prior to installing the suspension anchor, the channel filler must be removed from the MOS anchor channel. Then the hanger is connected to the cast-in part with the aid of an MHH T-bolt, washer and hexagon nut. The anchor channel allows for horizontal adjustment. The tightening torques indicated in the table on page must be adhered to. 4.2 Attaching the suspension system to the precast panel - Type 2 The installation part of the suspension system consists of an upper part (available in four different designs) and a middle part (available in two different designs). The hanger is delivered completely pre-assembled. The hanger is connected to the mounting part with the aid of a washer and a hexagon nut. The tightening torques indicated in the table on page must be adhered to. Recess unit Recess unit 5.1 Attaching suspension system to the in-situ concrete - Single fixing The upper part of the suspension system is fastened to the in-situ concrete with an officially approved through bolt or a cast-in channel. The tightening torques must be taken from the relevant approvals and must be adhered to. Recess unit Recess unit A vertical adjustment of the precast part can be made by means of the adjustment of the hexagon nut on the threaded rod. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote can be ordered separately). Height adjustment not to be taken under load. 5.2 Attaching suspension system to the in-situ concrete - Double fixing The upper part of the suspension system is fastened to the in-situ concrete with an officially approved through bolt or a cast-in channel. The tightening torques must be taken from the relevant approvals and must be adhered to. The slots in the upper part allow for a horizontal adjustment. A vertical adjustment of the precast part can be made by means of the adjustment of the hexagon nut on the threaded rod. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote can be ordered separately). Height adjustment not to be taken under load

16 Parapet anchor Standard design CFS-FB-E For connecting upstand/downstand parapets to slabs The MOSO precast fixing CFS-FB-E is a anchor for supporting parapet elements. In order to achieve a uniform distribution of load, each concrete element is braced with at least two anchors. When using more than two anchors, the design with adjusting screw must be used The parapet anchor is fastened to the in-situ concrete with an officially approved through bolt or a cast in channel. Please refer to the table for the dimensions. Product information Types: 1 8 Wall thicknesses: up to 200 mm (> on request) Material: approved stainless steel Certification: structural analysis Profile cross-section Compression packer piece For upstand situation FB-E Serrated plate Slotted shim MOSO PRECAST PANEL SUSPENSION SYSTEM FB-E FB-EA c b h t Serrated plate Compression packer piece Slotted shim For downstand situation FB-EA 11-16

17 Technical data Standard lengths L in mm with cavity b 0 40 mm mm mm 1 Select accessories set 2 with size M mm LL x Ø x Ø x Ø x Ø x Ø x Ø x Ø x Ø Max. CFS-FB-E / CFS-FB-EA Longitudinal hole Anchoring depth t e Accessories for parapet system Panel thickness f min d s Reinforcement i W t = 3 mm W t = 6 mm Tooth. W t = 5 mm PDP size Length SH Ø Length SH Ø Length RH Ø Length 1 M M M M M M M M l b t 11-17

18 Parapet anchor with adjustment CFS-FB-EJ The MOSO precast fixing FB-EJ is a parapet anchor for parapet elements. The system allows for the quick and easy adjusment of structural tolerances using the height adjusting screw. In order to achieve Adjusting a uniform distribution Serrated of load, screw each concrete element is braced with at least washertwo anchors. When using more than two anchors, a uniform distribution of load must also be ensured. The parapet anchor is fastened to the in-situ concrete with officially approved through bolts or a cast in channel. Please refer to the table for the dimensions. Pressure Product distribution information plate Slotted Types: 1 Adjusting 8 washer Serrated screw Wall thicknesses: up to 200 mm (> on washer request) Material: approved stainless steel Certification: structural analysis FB-EJ FB-EJA Pressure distribution plate c b Slotted washer h t FB-EJ FB-EJA Adjusting screw Pressure distribution plate c Serrated plate Adjusting Serrated screw washer Pressure distribution plate Slotted 6 For upstand situation FB-EJ washer Serrated plate Adjusting screw b Serrated washer Slotted washer h t Serrated washer MOSO PRECAST PANEL SUSPENSION SYSTEM Adjusting Serrated screw washer Pressure distribution 160 plate Slotted washer 8 Pressure distribution plate For downstand situation FB-EJA Slotted washer FB-EJ FB-EJA c b h t

19 Technical data Standard lengths L in mm with wall distance b 0 40 mm mm mm mm LL x Ø x Ø x Ø x Ø x Ø x Ø x Ø x Ø Max. mounting size CFS-FB-EJ / CFS-FB-EJA t e Accessories for parapet system f min d s i W t = 3 mm W t = 6 mm Tooth. W t = 5 mm PDP Length SH Ø Length SH Ø Length RH Ø Length 1 M M16 2 M M16 3 M M20 4 M M24 5 M M30 6 M M30 7 M M30 8 M M30 1 Select accessories set 2 with size M16 Longitudinal hole Anchoring depth Panel thickness Reinforcement t l b Pressure screw 11-19

20 Assembly instructions CFS-FB-E CFS-FB-E: Through bolt fixing Installing the parapet anchor in the precast concrete unit The parapet anchor is installed in the precast concrete unit in such a way that the rear reinforcement bars have a concrete cover towards the inside of the precast part of at least 25mm. The reinforcement bars must have sufficient concrete cover all around. Please note the following during installation: The height of the parapet anchor depends on the mounting level of the top side of the slab. The lower edge of the profile should be Δh = 5 10 mm above level so that there is enough clearance for the adjustment. If the parapet anchor is mounted in a recess, as shown in the sketches, the setting position depends on the level of the lower edge of this recess plus the measurement Δh. CFS-FB-E: Cast in channel fixing Installing the parapet anchor on the slab The parapet anchor is fastened to the slab with an officially approved through bolt or a cast-in channel. Height adjustment can be made on the U profile by means of the included slotted washers. To do this, the associated accessories of the relevant anchor must be used according to the table. MOSO PRECAST PANEL SUSPENSION SYSTEM 11-20

21 Assembly instructions CFS-FB-EJ CFS-FB-EJ: Through bolt fixing CFS-FB-EJ: Cast in channel fixing Mounting the parapet anchor in the precast concrete unit The parapet anchor is installed in the precast concrete unit in such a way that the rear reinforcement bars have a concrete cover towards the inside of the precast part of at least 25mm. The reinforcement bars must have sufficient concrete cover all around. Please note the following during installation: The height of the mounting part depends on the mounting level of the parapet anchor on the upper edge of the slab. The lower edge of the profile should be Δh = mm above this mounting level so that there is enough clearance for the adjustment. If the parapet anchor is mounted in a recess, as shown in the sketches, the mounting measurement depends on the lower edge of this recess plus the measurement Δh. Installing the parapet anchor on the slab The parapet anchor is fastened to the slab with an officially drilled bolt or a cast in channel. A height adjusment can be made by means of the included slotted washers as well as with the adjusting screw on the pressure bearing. To do this, the correct parts of the relevant anchor must be used according to the table. The pressure distribution plate is shimmed at the lower end of the screw in such a way that the screw is located in the recess of the plate. The hexagon bolt may only be rotated manually to adjust the height, during which the precast part must not be under load. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote )

22 Pressure screws CFS-FB-DS The MOSO precast fixing FB-DS is used for the horizontal restraint façade panels. The acting pressure forces are absorbed in combination with panel suspension system. It is connected to the precast part by means of a CFS cast in socket which must be ordered separately. Product information CFS-FB-DS1, CFS-FB-DS2 Pressure screw Solid rod socket c/w cross pin Diameter: M12 M24 Cavity: up to 300 mm larger distances on request Material: A4-70; Certification: structural analysis CFS-FB-DS1 Pressure screw Diameter: M12 M20 Solid rod socket c/w cross pin Material: approved stainless steel Certificate: technical approval CFS-FB-DS2 MOSO PRECAST PANEL SUSPENSION SYSTEM Product information CFS-FB-M CFS-FB-DS1 / CFS-FB-DS2 Thread length l for the cavity bcfs-fb-ds1 / CFS-FB-DS2 CFS-FB-DS1 / CFS-FB-DS M12 M16 M12 M12 M20 M16 M16 M24 Pressure a plate for SW Type DS [-] Pressure length l Cast Thread FB-M12K ± / 80 / 8 19 in AdjuThread length l a 13 platepressure for Adjua SW for the190 cavity210 b partcast in stment plate for FB-M12L ± / 80 / for the cavity b DS2 part stment TypeType SW DS FB-M16K [-] ± / 80 / [-] Cast in part Adjustment FB-M16L ± 15 ± / FB-M12K / 80 / 8/ FB-M12K ± / 80 / FB-M20K ± 20 ± / FB-M12L / 80 / 8 / FB-M12L ± / 80 / FB-M20L ± 20 ± FB-M16K / 80/ 100 / 10 / FB-M16K ± / 80 / ± FB-M24 ± FB-M16L / 80/ 100 / 10 / FB-M16L ± / 80 / FB-M20K ± / 100 / The threaded sleeve be used Type220 FB-DS is only 140 to for FB-M20K ± / 100 / M20 M FB-M20L ± / 100 / FB-M20L ± / 100 / Table of100 pressure M screw FB-M24 ± / 100 / M FB-M24 ± / 100 /

23 Technical Data Table of pressure screw diameter in relation to cavity width and corresponding load capacities Boundary conditions Edge distance Min. concrete Tensile load F Z, Rd CFS-FB-DS1 Bearing capacity (without reinforcement) Pressure load for cavity b in mm F D, Rd [kn] Panel thickness c 1,min ; quality FB f [kn] min c 2,min M12K 70 mm 50 mm C25/ M12L 100 mm 75 mm C25/ M16K 80 mm 75 mm C25/ M16L 120 mm 100 mm C25/ M20K 100 mm 75 mm C30/ M20L 140 mm 125 mm C30/ Nailing plate Boundary conditions Edge distance Minimum concrete CFS-FB-DS2 Bearing capacity (with minimum reinforcement Q188 + pressure plate) Tensile load F Z, Rd Pressure load for cavity b in mm F D, Rd [kn] Panel thickness c 1,min ; quality FB f [kn] min c 2,min M12K 70 mm 285 mm C25/ M12L 100 mm 350 mm C25/ M16K 80 mm 250 mm C25/ M16L 120 mm 350 mm C25/ M20K 100 mm 375 mm C30/ M20L 140 mm 500 mm C30/ M mm 425 mm C30/ M mm 500 mm C30/ Nailing plate *Use table for guidance. For project ordening please ask CFS for exact length Note: CFS cast in solid socket to be ordered separately 11-23

24 Wind Anchor Restraint CFS-FB-DZA For negative wind loads (suction) acting on facade panels. The MOSO precast fixing CFS-DB-DZA is used for the horizontal suction protection of façade panels. This is used in combination with pressure screw CFS-FB-DS. It is connected to the precast part by means of the CFS cast in socket. The mounting part and the pressure screw must be ordered separately. Product information Load range kn Material: approved stainless steel Certification: structural analysis CFS-FB-DZA Washer Adjusting screw Slotted hole LH for pressure screw Round hole Ød for anchoring Round hole with internal thread for adjusting screw MOSO PRECAST PANEL SUSPENSION SYSTEM CFS-FB-DZA Type Load range Suitable Dimensions pressure l a t x y Ø d LL [kn] screw 2.0 M x M12 / M x M16 / M x 40 See table "Pressure screws" for the admissible compressive forces. Please note: The pressure screw and the cast in socket to be ordered separately

25 CFS-FB-DZA Technical data Type Load range Design load F H,Rd [kn] Recommended mount Adjusting screw Suitable pressure screw [kn] FAZ II 10/50 M10 x 40 M FAZ II 12/60 M12 x 40 M12 / M CFS-FB-DZA FAZ II 16/50 M16 x 50 M16 / M20 The proof of anchoring must be provided Load in range consideration of the respective boundary conditions. See table "Pressure screws" for the admissible compressive forces. Type Design load F H,Rd [kn] [kn] FAZ II 10/50 M10 Nailing x 40plate M FAZ II 12/60 M12 x 40 M12 / M FAZ II 16/50 M16 x 50 M16 / M20 The proof of anchoring must be provided in consideration of the respective boundary conditions. See table "Pressure screws" for the admissible compressive forces. Recommended mount Adjusting screw Suitable pressure screw Nailing plate CFS-FB-DZA: Installation condition Assembly Instructions CFS-FB-DZA CFS-FB-DZA: Installation condition The pressure screw Type FB-DS1 or Type FB-DS2 with previously fixed washer is passed through the slot of the plate. The pressure screw is screwed into the embedded cast in channel of the precast part. The distance of the precast part to the in-situ concrete can be set exactly by rotating the pressure screw. The plate is pre-mounted on the in-situ concrete using the ith a drilled bolt or a cast-in channel. When setting the anchor, the offset dimension x (distance between slot of pressure screw and round hole of anchor) must be noted. The plate can be mounted in any direction radially around the pressure screw. The adjusting screw is used to set the plate parallel to the wall. The through bolt or MHH screw boltis subsequently tightened with the required tightening torque

26 Dowel Connection CFS-FB-VD The dowel connection allow the transmission of shear forces between two precast parts. A round sleeve is embedded into the bottom of the upper panel and grouting sleeve is embedded into the top of the lower panel. Please refer to the table for the dimensions. Product information Load range: 1.0 kn 5.0 kn Material: approved stainless steel Certification: structural analysis Additional reinforcement Technical data Reinforcement is not included in scope of suppl Recessed top part Mortar Recessed bottom part CFS-FB-VD: Installation condition MOSO PRECAST PANEL SUSPENSION SYSTEM Table of dowel sizes and design loads CFS-FB-VD Type Load range [kn] Design load F H,Rd [kn] Diameter Ø d Dimensions Length l Panel thickness f min Joint thickness a max Accessories Plastic sleeve top bottom round oval round ± 1.0 ± Ø12x80 - Ø40x100 ± 2.5 ± Ø16x100 44/18x100 Ø40x100 ± 5.0 ± Ø20x140 47/22x100 Ø40x100 l = a + 5 * Ød acc. to Minimum concrete quality C30/ acc. to DAfStb Additional reinforcement required required required 11-26

27 Other Products Turnbuckle Restraint System CFS-FB-SPV The turnbuckle restraint system CFS-FB-SPV allows for the transmission of tensile and compressive forces between two concrete elements. It consists of a turnbuckle and two MHH T-bolts with a left-hand and a righthand thread. The turnbuckle can be rotated to adjust the tolerances. Product information Load range: 5.0 kn 10.0 kn Diameter: M12 and M16 Material: approved stainless steel Certification: structural analysis * For more detail please consult CFS

28 MOSO PRECAST PANEL SUSPENSION SYSTEM 11-28