Difference between revisions of "12.6 - Reinforcement drawings and bending schedules"
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− | + | Mesh fabric, loose bar (i.e. ‘U’ bars or straight bars in troughs or over beams) and steel fibre reinforcement should be detailed by the slab designer (typically the project structural engineer). These drawings, including corresponding bar bending schedules, must be available in sufficient time to allow for procurement, delivery and installation to meet the project programme. | |
− | + | Where SMD are contracted to carry out the concrete works, a reinforcement detailing service including preparation of drawings and associated bending schedules is available, contact the Concrete or Technical Team for further information. | |
Revision as of 14:57, 25 January 2017
Back to main Contents page
Mesh fabric, loose bar (i.e. ‘U’ bars or straight bars in troughs or over beams) and steel fibre reinforcement should be detailed by the slab designer (typically the project structural engineer). These drawings, including corresponding bar bending schedules, must be available in sufficient time to allow for procurement, delivery and installation to meet the project programme.
Where SMD are contracted to carry out the concrete works, a reinforcement detailing service including preparation of drawings and associated bending schedules is available, contact the Concrete or Technical Team for further information.
Other items within 12.0 - Concrete:-
- 12.1 - Site considerations
- 12.2 - Temporary propping
- 12.3 - Cleaning the decking
- 12.4 - Damaged decking
- 12.5 - Construction joints
- 12.6 - Reinforcement drawings and bending schedules
- 12.7 - Concrete mix requirements
- 12.8 - Placement
- 12.9 - Surface finish
- 12.10 - Surface flatness
- 12.11 - Curing
- 12.12 - Post-installation characteristics