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POSITIONING METHOD OF REINFORCING CAGE IN METHOD OF UNDERGROUND CONTINUOUS-WALL CONSTRUCTION

机译:地下连续墙施工中钢筋笼的定位方法

摘要

PROBLEM TO BE SOLVED: To improve efficiency and accuracy in positioning a reinforcing cage. ;SOLUTION: When a reinforcing cage 10 is built into an excavated hole 14, a pair of positioning guide members 20 are fixed onto the excavated hole 14. The guide member 20 is composed of a square-shaped beam 20a and a pair of mounting plates 20b fixed at both ends of the beam 20a. A pair of the guide members 20 are fastened onto a guide wall 22 installed at the upper end of the excavated hole 14 by anchor bolts 24 so that the central axes of the beams 20a are formed in an approximately fan shape. When the guide members 20 are mounted completely, the lower end side of the reinforcing cage 10 is inserted between the guide members 20 from the expanded space sides of the guide members 20. The reinforcing cage 10 is displaced in parallel to the contracted space sides, and H-steel 10e is abutted against the internal surfaces of the beams 20a of each guide member 20. When the H-steel 10e is abutted against the beams 20a, the reinforcing cage 10 is hung down gradually to a lower section while maintaining the state, and set up into the excavated hole 14.;COPYRIGHT: (C)1997,JPO
机译:要解决的问题:提高定位钢筋笼的效率和准确性。 ;解决方案:当将钢筋笼10装入挖掘孔14中时,将一对定位引导构件20固定在挖掘孔14上。引导构件20由方形梁20a和一对安装板组成固定在横梁20a的两端的20b。一对引导构件20通过地脚螺栓24固定在安装在挖掘孔14的上端的引导壁22上,从而梁20a的中心轴形成为大致扇形。当完全安装引导构件20时,加强笼10的下端侧从引导构件20的扩展空间侧插入在引导构件20之间。加强笼10平行于收缩空间侧移动,并且,H型钢10e与各引导部件20的梁20a的内表面抵接。H型钢10e与梁20a抵接时,在保持该状态的状态下将加强笼10逐渐垂下至下部。 ,然后将其安装到开挖孔14中。版权所有:(C)1997,JPO

著录项

  • 公开/公告号JPH0953231A

    专利类型

  • 公开/公告日1997-02-25

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP19950207987

  • 发明设计人 KATO TOMIO;

    申请日1995-08-15

  • 分类号E02D5/20;E04C5/06;

  • 国家 JP

  • 入库时间 2022-08-22 03:33:30

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