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Construction of Long Span Reinforced Concrete Beams

机译:大跨度钢筋混凝土梁的施工

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摘要

Casting of long span reinforced concrete beams with large sections may produce considerable difficulties to the in-situ construction process, especially when the construction is supported on the base of quite limited capacities. Experience acquired from casting a reinforced concrete beam of nominal span 36 m is elucidated. Accordingly, the techniques for conducting such kind of heavy constructions are discussed, which leads to some general recommendations for handling the similar challenging works.
机译:大截面大跨度钢筋混凝土梁的浇筑可能会给原位施工过程带来很大的困难,尤其是在以相当有限的承载能力为基础进行支撑的情况下。阐明了铸造标称跨距为36 m的钢筋混凝土梁获得的经验。因此,讨论了进行这种重型建筑的技术,这为处理类似的具有挑战性的工作提出了一些一般性建议。

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