Reinforcement placement height for equipment foundation
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There is a 300mm equipment foundation with a single layer of rebar built in; how can its height be determined? Is it just about placing stones under the rebar mesh and then pouring concrete to finish it? :(
Of course, it’s not as simple as the original poster thinks. It’s best to ask an experienced person to explain the principles to you in person. The base cost is 300, but if the weight of the equipment and its operating conditions vary, then the height of the rebar will also change. It’s not as simple as just placing stones under the rebar mesh and finishing things off once the concrete is poured!
With a load capacity of 8 tons per square meter, how high do the rebar bars need to be?
According to the provisions of 03G101: the thickness of the protective layer is specified in detail on the structural description page of the drawings. Under normal circumstances, the foundation without a cushion is 70 mm ； The thickness of the cushion foundation is 35 mm, that of columns is 30 mm, that of beams is 25 mm, that of slabs is 20 mm, and that of thin slabs is 15 mm; specific specifications are provided in the drawings.