Filler Slab Roof Disadvantages

The filler material thus is not a structural part of the slab.

Filler slab roof disadvantages. By adopting rcc filler slab construction compared to a rcc solid conventional slab in case where manglore tiles are used as a filler material you can save on approximately 19 of the total concrete and including the cost of filler material you can save around 5 10 of your concrete cost. The mechanism the filler slab is a mechanism to replace the concrete in the tension zone. The mechanism the filler slab is a mechanism to replace the concrete in the tension zone. The filler slab is a mechanism to replace the concrete in the tension zone.

By reducing the quantity and weight of material the roof become less expensive yet retains the strength of the conventional slab. Here is a detailed article with all the information regarding procedure of rcc slab roof laying. By reducing the quantity and weight of material the roof become less expensive yet retains the strength of the conventional slab. By reducing the quantity and weight of material the roof become less expensive yet retains the strength of the conventional.

The most popular filler material is the roofing tile. Rcc slab laying is one of major step in any type of construction so it is mandatory to know all the points related to laying rcc slab. Hence we are elimi. Due to reduced concrete self weight of the slab is reduced and thus about 30 less steel is required without compromising strength of the slab.

The filler material thus is not a structural part of the slab. Advantages of filler slab technology. Due to the use of low cost less heavy filler material such as clay pots rejected cali cut tiles and broken pieces of cement blocks the filler slab consumes less concrete and steel as compared to conventional rcc slab. Filler slab as projection creating an interesting articulation.

Filler slab is based on the concrete portions and instead of placing filler material there and is one cost effective roofing system. Rcc is composite material where concrete is strong in compression and weak in tension. This image shows a beam.