首页> 外国专利> STEEL SHEET PILE WALL AND CONSTRUCTION METHOD THEREFOR, AND SYNTHETIC FLOOR PANEL STRUCTURE USING THE STEEL SHEET PILE WALL AND CONSTRUCTION METHOD FOR THE SYNTHETIC FLOOR PANEL STRUCTURE

STEEL SHEET PILE WALL AND CONSTRUCTION METHOD THEREFOR, AND SYNTHETIC FLOOR PANEL STRUCTURE USING THE STEEL SHEET PILE WALL AND CONSTRUCTION METHOD FOR THE SYNTHETIC FLOOR PANEL STRUCTURE

机译:钢板桩墙及其施工方法,以及利用该方法的合成地板面板结构

摘要

PROBLEM TO BE SOLVED: To effectively suppress an increase in construction costs and an increase in the resistance of a steel sheet pile upon placing it and effectively suppress the warp deformation of the steel sheet pile caused by a load applied along the direction of thickness of the steel sheet pile.;SOLUTION: According to a steel sheet pile wall 34, a tension rod 36 goes through a pocket slot 32 of a steel sheet pile 10 to penetrate a joint unit 22 in a state where a tensile force Ts arises on the tension rod 36 in the pocket slot 32. Anchor nut 40 transmits the tensile force Ts arising on the tension rod 36 to the joint unit 22 of the steel sheet pile 10. As a result, the tensile force Ts transmitted from the tension rod 36 causes an internal stress on the steel sheet pile 10 along its length, and this internal stress acts as a bending moment that warps the steel sheet pile 10 in one direction.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:有效地抑制施工成本的增加和钢板桩在放置时的阻力的增加,并且有效地抑制由沿钢板厚度方向施加的载荷引起的钢板桩的翘曲变形。解决方案:根据钢板桩壁34,张紧杆36穿过钢板桩10的凹口32,以在张力上产生拉力Ts的状态穿过接头单元22。凹口32中的拉杆36。锚固螺母40将在拉杆36上产生的拉力Ts传递到钢板桩10的接头单元22。结果,从拉杆36传递的拉力Ts引起钢板桩10沿其长度方向的内部应力,并且该内部应力充当使钢板桩10沿一个方向翘曲的弯矩。;版权所有:(C)2011,JPO&INPIT

著录项

  • 公开/公告号JP2010236274A

    专利类型

  • 公开/公告日2010-10-21

    原文格式PDF

  • 申请/专利权人 JFE STEEL CORP;

    申请/专利号JP20090085572

  • 发明设计人 OKA YOSHITAKE;

    申请日2009-03-31

  • 分类号E02D5/04;E04B5/40;E01D19/12;

  • 国家 JP

  • 入库时间 2022-08-21 19:05:58

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