Thursday, 3 June 2010
Reinforced Concrete Structure
– Concrete that needs to be strengthened in tension
– Concrete good in compression poor in tension
• How?
– Steel bars embedded into the concrete
– Cut to a variety of shapes
– Cut & bent on site or delivered cut & bent
– Shape Codes
Formwork
• Before a concrete structure can be cast a mould has to be made
– This called formwork
• Formwork can be made from timber, metal, GRP and Polystyrene
• Formwork can be made with patterns in it and/or motifs
– Often called ribbed formwork
– Labour intensive, therefore expensive
• Formwork can be proprietary
• Fixing and supporting formwork is crucial.
• Accurate calculations are required if the formwork is not to burst open.
• Formwork can be massive and supported/reinforced by steel strongbacks and walings.
• Formwork design is serious business.
• Accurate setting out is vital
• Re-use?
Falsework
• Falsework is the part of formwork that supports the forms.
– Bridge decks, bridge abutments, multi-storey (table forms)
• It is important to keep the reinforcement in the formwork in position
– Reinft. must not move when concrete is poured.
Concrete
• Designed mixture of cement, sand, aggregate and water
– Water/cement ratio crucial
– Cement is most expensive
• Manufactured to a BS 810
– Aggregates must be clean and chemically inert
– Course aggregates can be pit gravels, beach gravels, crushed angular stone and/or crushed blastfurnace slag
– Air entraining
• Testing
– Specification will describe tests
Reinforcement
• Hot rolled mild steel bars, BS 4449
– Most common, 6mm to 40mm, max length generally 12m
• Hot rolled & processed high tensile alloy bars, BS 4486
– Less common
• Steel wire, BS 4482
• Steel fabric, BS 4483
– 200mm x 200mm, 1.54kg to 6.16kg per square metre
• Reinforcement cutting, bending and placing is a skilled job
• Accuracy is crucial
• Reinforcement must not move during pouring
• Can be constructed in or out of mould
• Needs careful handling/lifting to install to ensure no deformation
Placing Concrete
• By hand
• By ready-mix lorry
• By skip
• By cableway
• By pumping
• By conveyor
– Which ever way discharge needs careful control to prevent segregation
– Not less than 5C
– Within 30min of discharge
– Needs compacting – vibrating
– Needs curing
Joints
• Contraction joints
• Expansion joints
• Joggle joints
• Sliding joints
• Temporary joints
Waterbars
• Used if shrinkage of concrete would cause leaks in water retaining structures
Subscribe to:
Post Comments (Atom)
No comments:
Post a Comment