Page 178 - Corkjoint E-Catalogue

DSD/ESD Shear Load Connectors

ESD Reinforcement Details e 2 e 2 e 1 e 1 e 2 e 2
Longitudinal
Local reinforcement is required around each reinforcement
connector to guarantee that the forces are above connectors
transferred between the connectors and the
concrete. Correct detailing in accordance with Longitudinal
appropriate design codes and the reinforcement
recommendations provided here will ensure below connectors
Main
Ancon ESD, ESDQ, ED and Staisil connectors reinforcement
attain their full capacity. each side of connector
The tables show proposals for the type and bd
Longitudinal
spacing of the main reinforcement, together reinforcement Anchorage length
with details of reinforcement above and below above connectors bd calculated in
accordance with
the connectors. Main reinforcement each BS EN 1992
side of connector
For walls, the reinforcement is repeated as in Longitudinal
the tables but with links replacing the U-bars. reinforcement
Links should extend between the near face and below connectors
the far face of the wall reinforcement. 45° f 1 f 2 f 2
Based on a minimum of C25/30 Concrete, maximum slab depth (see page 16) and
20mm joint
Options for Main Reinforcement
ED/ESD/ESDQ (No. U bars each side) Spacing (mm)
2 H10 e 1 = 35mm; e 2 = 50mm
10
1 H12 e 1 = 35mm
2 H10 e 1 = 50mm; e 2 = 40mm
15
2 H12 e 1 = 50mm; e 2 = 40mm
20 2 H12 e 1 = 40mm; e 2 = 30mm
25 3 H12 e 1 = 45mm; e 2 = 45mm
3 H10 e 1 = 70mm; e 2 = 74mm
Staisil-HLD
2 H12 e 1 = 70mm; e 2 = 139mm
Options for Longitudinal Reinforcement
ED/ESD/ESDQ (No. bars top and bottom) Spacing (mm)
2 H10 f 1 = 60mm; f 2 = 70mm
10
1 H12 f 1 = 60mm
2 H10 f 1 = 60mm; f 2 = 70mm
15
1 H12 f 1 = 60mm
2 H10 f 1 = 60mm; f 2 = 70mm
20
1 H12 f 1 = 60mm
2 H10 f 1 = 60mm; f 2 = 70mm
25
2 H12 f 1 = 60mm; f 2 = 70mm
Staisil-HLD 2 H10 f 1 = 60mm; f 2 = 70mm
Cover
C f C f
C u

C u
Minimum cover Cu to local reinforcement is the recommendations of BS EN 1992
Reference Minimum Cover to Face C f Maximum Cover to Face C f
10 50mm

15 To be specified by engineer 50mm
20 according to BS EN 1992 50mm

25 50mm
Staisil-HLD 50mm

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