首页> 外国专利> TEMPORARY EARTH RETAINING WALL STRUCTURE AND TEMPORARY EARTH RETAINING WALL EXECUTION METHOD

TEMPORARY EARTH RETAINING WALL STRUCTURE AND TEMPORARY EARTH RETAINING WALL EXECUTION METHOD

机译:临时土挡墙结构及临时土挡墙执行方法

摘要

PROBLEM TO BE SOLVED: To realize a temporary retaining wall on a slope face with a simple structure, to make the temporary retaining wall advantageous at cost, to reduce manhours on the execution of works, to improve the safety factor of ground excavation and to prevent the run-off of soil and sand with the spring-water countermeasure of an underground section and spring water surely. ;SOLUTION: A temporary retaining wall 14 is annexed to a slope face 13, anchor sections 23 on the lower end side of the temporary retaining wall 14 are buried into a ground and the temporary retaining wall 14 is fixed while the upper and section of the temporary retaining wall 14 is gripped by one-end side gripping bodies 27 of brackets 24, and a weight 25 is placed on the other end sides of the brackets 24, and pre-moment working in the direction of the slope face 13 is added on the upper end side of the temporary retaining wall 14 while using the lower end section of the temporary retaining wall 14 as a support. The temporary retaining wall 14 is constituted by horizontally bridging horizontally bridged pieces 20 into an approximately rectangular frame body in a blind shape.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:在斜坡面上构造简单的临时挡土墙,使临时挡土墙在成本上有利,减少工时,提高地基开挖的安全系数,并防止地下部分的泉水对策确保土壤和沙子的径流和泉水的安全。 ;解决方案:将临时挡土墙14固定在倾斜面13上,将临时挡土墙14下端侧的锚固部分23埋入地下,并在临时挡土墙14的上部和下部固定住临时挡土墙14。临时挡土墙14由托架24的一端侧夹持体27夹持,并且在托架24的另一端侧上放置重物25,并且在倾斜面13的方向上增加了预弯加工。以临时挡土墙14的下端部为支撑,同时临时挡土墙14的上端侧。临时挡土墙14是通过将水平桥接件20水平地桥接成大致呈矩形的矩形框体而构成的。版权所有:(C)1999,JPO

著录项

  • 公开/公告号JPH11247195A

    专利类型

  • 公开/公告日1999-09-14

    原文格式PDF

  • 申请/专利权人 NABCO SYSTEM KK;

    申请/专利号JP19980071517

  • 发明设计人 SANADA YOSHIAKI;

    申请日1998-03-05

  • 分类号E02D17/04;

  • 国家 JP

  • 入库时间 2022-08-22 02:37:40

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