首页> 外国专利> CAST-IN-PLACE CONCRETE-FILLED STEEL PIPE PILE, CONSTRUCTION METHOD FOR CAST-IN-PLACE CONCRETE-FILLED STEEL PIPE PILE AND FOUNDATION STRUCTURE OF STRUCTURE

CAST-IN-PLACE CONCRETE-FILLED STEEL PIPE PILE, CONSTRUCTION METHOD FOR CAST-IN-PLACE CONCRETE-FILLED STEEL PIPE PILE AND FOUNDATION STRUCTURE OF STRUCTURE

机译:现浇混凝土灌注桩的施工方法,现浇混凝土灌注桩的施工方法及结构基础

摘要

PROBLEM TO BE SOLVED: To provide a cast-in-place concrete-filled steel pipe pile for safely supporting a building load even under large deformation, a construction method for the cast-in-place concrete-filled steel pipe pile, and a foundation structure of a structure.;SOLUTION: This cast-in-place concrete-filled steel pipe pile 7 is constructed in the ground having a liquefied layer 4, and is composed of an upper pile part 8 positioned in the liquefied layer 4, and a lower pile part 10 positioned in a lower layer of the liquefied layer 4. The upper pile part 8 is composed of a small diameter steel pipe 9 having an outer diameter smaller than a cross-sectional diameter of a vertical hole 5, and concrete 12 filled inside. The lower pile part 10 is composed of a cage reinforcement 11, and the concrete 12 for filling this reinforcement. The cage reinforcement 11 has a main reinforcement 11a having the length reaching the surface vicinity of an unliquefied layer 3 from a support layer. The upper end part vicinity of the main reinforcement 11a is fixed to the lower end part vicinity of the steel pipe 9, and the substantially whole of the upper pile part 8 is positioned in the liquefied layer 4.;COPYRIGHT: (C)2004,JPO&NCIPI
机译:要解决的问题:提供一种即使在大变形下也能安全地支撑建筑物载荷的现浇混凝土钢管桩,该现浇混凝土钢管桩的施工方法和基础解决方案:该现浇混凝土钢管桩7构造在具有液化层4的地面中,并且由位于液化层4中的上部桩部分8和一个桩结构组成。下桩部分10位于液化层4的下层。上桩部分8由外径小于垂直孔5的横截面直径的小直径钢管9和填充的混凝土12组成。内。下桩部10由笼式加强件11和用于填充该加强件的混凝土12构成。保持架加强件11具有主加强件11a,该主加强件11a的长度从支撑层到达未液化层3的表面附近。主加强件11a的上端部附近固定在钢管9的下端部附近,上部桩部8的大致整体位于液化层4。版权:(C)2004,日本特许厅

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