PRECAST PANEL SUPPORT AND RESTRAINT … · PRECAST PANEL SUPPORT AND RESTRAINT SYSTEMS. ... For...

PRECAST PANEL SUPPORT AND RESTRAINT SYSTEMS 09

CONTENTS

Slab Bearing Shoe 09-03

Slab Bearing Shoe with Restraint 09-04

Shear Wall Connector 09-05

Slab Bearing Shoe with Separate Hydraulic Jack 09-06

Angle Cleats 09-07

Horizontal Restraints 09-07

Toothed Restraint Anchor 09-08

Toothed Restraint Anchor with Welded T - Bolt 09-09

Project Pictures 09-10

PRECAST PANEL SUPPORT AND RESTRAINT SYSTEMS

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PRECAST PANEL SUPPORT AND RESTRAINT SYSTEMS

Key Benefits

Designed to be very cost effective with optimal use of material. Designed to be cast-in to the concrete panel produced in range of projections to suit project cavity widths.

CFS have developed an innovative solution for precast cladding supports which are cost effective and make optimal use of material. This unique shoe system is designed to be cast into the concrete panel and produced in a range of projections to suit different cavity widths.

Precast Cladding Panel Support and Restraint Systems are quick and easy to install as well as more efficient than traditional angles, which use thicker sheet metal.

* Products are available in stainless steel A2, A4 and Duplex.

For bespoke CFS design please provide: cavity size, weight of the cladding panel, loads and required restraint capacities.

*All the information shown in this section is for guidance only. Bearing Shoe SB can be installed in the top or at the bottom of the Precast Panel Unit. Minimum edge distances can vary according the project. 25 mm is minimum bearing edge distance.

Slab Bearing Shoe CFS - SB

CAVITY

MIN25

EMBEDMENT DEPTH

MIN

25

SHIMS

SITE DRILLED SUPPORT HD

BOLT ON STRUCTURE. THIS

DETAIL MAY REQUIRE AN

ADDITIONAL SEPARATE TIE

TO RESIST HORIZONTAL

LOADS FROM THE PC UNIT.

Type Working Load*, kN

Cavity size, mm Panel Thickness

CFS-SB 25

60 100 125 150 150 175 200CFS-SB 45

CFS-SB 60

* Loads may vary depending on the project


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Slab Bearing Shoe With Restraint CFS-SBR Shear Wall Connector CFS-SBW

EMBEDMENT DEPTH

MIN 25

CAVITYMIN 25

REQUIRED)

P.C. PANEL

(THERMAL

SHIMS

BREAK IF

BEARING BRACKET

INCORPORATED

TOOTHED PLATE FOR

CONNECTION TO

CAST IN CHANNEL

ALTERNATIVELY CAN

BE DRILL FIXED.

FLOOR SLAB

CAST IN CHANNEL

MAX SHEAR LOAD FOR

WIND LOAD 17.5 KN

EMBEDMENT DEPTH MIN 25

CAVITY

P.C. PANEL

SHIMS(THERMAL BREAK IF REQUIRED)

SHEAR WALL

BEARER BRACKETFOR SHEAR WALL CONNECTION FIXING TO CAST IN CHANNELS OR POST DRILLED

Type Working Load*, kN Cavity size, mm Panel Thickness

CFS-SBR 25

60 100 125 150 150 175 200CFS-SBR 45

CFS-SBR 60


CFS-SBW 25

60 100 125 150 150 175 200CFS-SBW 45

CFS-SBW 60

* Loads may vary depending on the project * Loads may vary depending on the project


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Angle Cleats CFS-ACSlab Bearing Shoe With Separate Hydraulic Jack CFS-SBJ

CAVITYDEPTH

EMBEDMENT

MIN 25

MIN

25

PANEL

P.C.

FINAL POSITION

JACKING PLATE

REMOVED AFTER PC

UNIT IS LOCATED IN

HYDRAULIC JACK

FLOOR

SLAB

SPANNER

UTILISED TO

LOWER BEARING PLATE

BEARING PLATE


CFS-SBJ 25

60 100 125 150 150 175 200CFS-SBJ 45

CFS-SBJ 60


CFS-WH M16 11.560 100 125 150 150 175 200

CFS-WH M20 20

Removable Hydraulic Jack is used to install precast panel to the required level. After installation Hydraulic Jack must be removed.



IF REQUIRED A FLAT BAR CAN BE WELDED TO STIFFEN CONNECTION

Horizontal Restraint CFS-WH

CAVITY

CHANNEL

LOCKING PLATE

WITH CAPTIVE

CAST IN

FAZ THROUGH BOLTS OR CAST IN CHANNEL

FLOOR SLAB

P.C. PANEL

HORIZONTAL RESTAINT DETAIL FOR PRECAST PANELS PROVIDES TOLERANCE IN THREE DIMENSIONS; THE CAST IN CHANNEL PROVIDES VERTICAL TOLERANCE, HORIZONTAL VIA THE FIXING PLATE.

Information about Channels for flexible fixing points in concrete structures can be found in Section 9, Cast-in Channels.


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TOOTHED RESTRAINT ANCHOR TYPE HKF

As tensile- and compressive-secure connection

Toothed anchor with T-head A restraint anchor providing tolerances in 3 dimensions

Load rating 3.5 kN Load rating 5.5 kN Load rating 7.0 kN

Pos (Tensile/Compressive force) (Tensile/Compressive force) (Tensile/Compressive force)

1 C-channel, type 28/15/150Part no. CH-28-150

C-channel, type 38/17/150Part no. CH-38-150


2 T-head bolt M10 x 40, type 28/15,Part no. 07FTB-28-10-30 with toothed plate 30 x 30 x 4mm Part no. 03HKTF-30/30-11

T-head bolt M12 x 50, type 38/17,Part no. 07FTB-38-12-30 with toothed plate 30 x 30 x 4mm Part no. 03HKTF-30/30-13

T-head bolt M12 x 50, type 38/17,Part no. 07FTB-38-12-30 with toothed plate 30 x 30 x 4mm Part no. 03HKTF-30/30-13

3 Toothed anchor 35 × 4 mm with T-head, Part no 03HKF-350-L L = e + 110 (mm)

Toothed anchor 35 × 5 mm with T-head, Part no 03HKF-550-L L = e + 135 (mm)

Toothed anchor 35 × 5 mm with T-head, Part no 03HKF-700-L L = e + 135 (mm)

e max. e = 120mm* max. e = 120mm* max. e = 120mm*

ar 50mm 75mm 75mm

* For bigger e-values the permitted pressure values must be reduced if necessary – only on request

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TOOTHED RESTRAINT ANCHOR WITH WELDED T - BOLT WWH

Load rating 8.0 kN Load rating 12.0 kN

Pos (Tensile/Compressive force) (Tensile/Compressive force)

1 C-channel, type 40/25/150Part no. CH-4 400-150


2 Hook-head bolt M 16 × 50,type 40/22, Part no. 07FTB-40-16-40with toothed plate 30 × 30 × 4 mm

Hook-head bolt M 16 × 50,type 50/30, Part no. 07FTB-49-16-50with toothed plate 40 × 40 × 5 mm

3 Toothed anchor 35 × 8 mm with welded on hook-head screw Part no. 03HKFP-800-LL = e + 160 (mm)

Toothed anchor 40 × 10 mm with welded on hook-head screw, Part no. 03HKFP-1200-LL = e + 210 (mm)

e max. e = 220mm* max. e = 220mm*

ar 100mm 150mm

* For bigger e-values the permitted pressure values must be reduced if necessary – only on request

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PRECAST PANEL SUPPORT AND RESTRAINT PROJECT PICTURES

Panel Restraint Bracket

Panel Bearing Shoe

Panel Restraint Bracket

Panel Bearing Shoe

Panel Bearing Shoe

PRECAST PANEL SUPPORT AND RESTRAINT … · PRECAST PANEL SUPPORT AND RESTRAINT SYSTEMS. ... For...

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