Difference between revisions of "12.6 - Reinforcement drawings and bending schedules"

From TGN Online
Jump to: navigation, search
Line 5: Line 5:
 
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.   
 
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 [mailto:jharbut@smdltd.co.uk?Subject=Technical%20Info%20Query(online)-Concrete_Query&body=%20 Concrete Team] or [mailto:technical@smdltd.co.uk?Subject=Technical%20Info%20Query(online)&body=%20 Technical Team] for further information.
+
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 [mailto:jharbut@smdltd.co.uk?Subject=Technical%20Info%20Query(online)-Concrete_Query&body=%20 Concrete] or [mailto:technical@smdltd.co.uk?Subject=Technical%20Info%20Query(online)&body=%20 Technical Team] for further information.
  
  

Revision as of 14:58, 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