Suspended Concrete Eco Slab
THE VALUE OF ECO-FRIENDLY LIGHTWEIGHT SUSPENDED CONCRETE ECO SLAB SYSTEM REPLACING CONVENTIONAL CONCRETE SLABSWith ever increasing building costs, the requirement for rapid building and greater awareness of energy conservation as an important aspect of building design, expanded polystyrene (EPS) is becoming increasingly used in modern day construction. PRODUCT DESCRIPTION PES is a combination of a moulded EPS block and cold rolled steel channel to form a ‘rib and block’/coffer slab system for multi storey buildings. The system is completed by the placement of reinforcing bars between the PES blocks in both directions, reinforcing mesh above the blocks and concrete to fill the channels, encapsulate the rebar and mesh to form the structure of the floor slab. The PES void formers are left in place and act both as a thermal and sound insulator. SYSTEM APPLICATION 1) The floor slab is designed taking into account the span and load bearing requirements combining the variables of rebar size and configuration, concrete beam depth – which can be controlled by the PES block depth, and the horizontal floor slab and reinforcing mesh. 2) Support wall structures are built as normal. 3) Steel ribs are placed uni-directionally onto the supporting walls. These are propped at 1,6 meter intervals to support the wet concrete and construction loading. 4) Steel reinforcing is fitted between the PES blocks in both directions. 5) Steel reinforcing mesh is placed above the blocks on EPS spacers to position the mesh near the surface of the concrete slab. 7) Concrete is poured to complete the slab. 8) Ceilings can be either suspended or plastered with Polyplast, propriety EPS plaster system, available from Pro.com Eco-Slabs. PES can be used in the following application areas: PRODUCT BENEFITS Lightweight PES is approximately 35% lighter than competitive concrete rib and block systems. This equates to a saving of about 150kg/m2. Skylights are easy to install by leaving out PES blocks and creating edge formers from cold rolled steel sections. PRODUCT SPECIFICATION System design: PES block dimensions:
EPS Density: 20gm/lt Fire retardant: Yes Thermal Resistance: U-value of 255mm slab 0,48Wm²K |
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| Where complex designs are required, incorporating angles, split levels and curves System offers increased versatility as the blocks and channels can easily be cut to . | ||||||||||||||||||||||||||||||||||||
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| The system components are lightweight and can be installed without heavy lifting equipment or large labour crews | ||||||||||||||||||||||||||||||||||||
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| To support the weight of the concrete until the concrete has cured the deck has to be propped The propping spacing can be extended as the dead load of slab system is 150kg/m² less than an equivalent concrete rib and block slabThe routine is to place the support channels and blocks and then prop.Propping is typically at 1,6 meter centers. Half the props can be removed after 7 days and the balance after 14 days | ||||||||||||||||||||||||||||||||||||
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| Electrical and plumbing services can easily be cut into the blocks using a hand saw | ||||||||||||||||||||||||||||||||||||
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| Polystyrene Void Formers are strong and durable The load supporting capability is designed into the system using the variables of; support beams and columns, slab beam depth, reinforcement configuration and concrete strength. |
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| Concrete usage varies according to the height of the blocks with the deeper blocks requiring more concrete, as the concrete beams between the blocks are deeper. The concrete requirement per m² of the system each different block size ranges from 0,11 to 0,17m³ of concrete per m² of slab. The amount of concrete used slab does not vary greatly from thinnest to deepest slab. This is what makes the slab system cost competitive against concrete slabs, particularly in situ slabs. | ||||||||||||||||||||||||||||||||||||
Finishing |
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There are 3 options;
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| The system can be used on any site or structure The system has 4 different block heights with the largest being the 365mm block, which gives a final slab thickness of 425mm. This slab can free span (i.e. unsupported except for the slab perimeter) up to 11metres.The dead load of a slab system is 150 and 320 kg/m² less than a concrete rib and block and in situ slab respectively. This has beneficial implications for the overall structural design of the building. |
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