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REINFORCING BAR STEEL PIPE SOIL CEMENT PILE AND ITS EXECUTION

机译:钢筋钢管水泥土桩的加固及其执行

摘要

PROBLEM TO BE SOLVED: To contrive reduction of an execution time and lessen earth removal by combining a reinforcing bar and a cylindrical steel material in place of a steel pipe with a rib to be used as the steel material required for a soil cement synthetic steel pipe pile. ;SOLUTION: In the case where reinforcing bar soil cement is used as a stress material, a reinforcing bar 2 is previously attached to the inner face of a steel pipe, and put in soil cement 3 to make a pile. The soil cement 3 is restrained in the inside of the steel pipe, and it is constituted that the steel pipe, the reinforcing bar and the soil cement 3 of the restrained steel pipe inside cope with bending stress and shearing stress. Since a member which the reinforcing bar is mounted to the inside of inexpensive cylindrical steel material is made a core material in place of the steel pipe with a rib, the steel pipe with the rib of an expensive material cost is not used, the thickness of the steel material used as shearing reinforcing material and restrained material of the soil cement can be thinned down to necessary thickness to the minimum and the steel material can be reduced.;COPYRIGHT: (C)1999,JPO
机译:要解决的问题:为了减少执行时间并减少除尘,通过将钢筋和圆柱形钢材代替带肋的钢管组合在一起,以用作土壤水泥合成钢管所需的钢材。桩。 ;解决方案:在使用钢筋土壤水泥作为应力材料的情况下,事先将钢筋2附着在钢管的内表面,然后将土壤水泥3放入桩中。土壤水泥3被约束在钢管的内部,并且被约束的钢管的钢管,加强筋和土壤水泥3被内部应对弯曲应力和剪切应力。由于将代替钢筋而安装于廉价的圆筒形钢材的内部的构件作为芯材来代替带肋的钢管,因此,由于不使用材料费昂贵的带肋的钢管,因此其厚度可以将用作水泥土的剪切增强材料和约束材料的钢材减薄到最小厚度,并可以减少钢材的使用量。版权所有:(C)1999,JPO

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