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Enlarging bottom anchor construction method

机译:加大底锚施工方法

摘要

PROBLEM TO BE SOLVED: To increase fixing strength in an anchor fixing length section. ;SOLUTION: An anchor pit 12 is drilled once up to the predetermined depth of anchor overall length L0 in the outer pipe 22-0 of a drilling pipe 22. The outer pipe 22-0 is drawn up and held by an anchor fixing length section L1 while an improvement agent 30 is injected at high pressure in the peripheral surface direction of the anchor pit 12 by the inner pipe 22-I of the drilling pipe extended from the outer pipe. The inner pipe 22-I is extracted from the outer pipe 22-0 and recovered, the outer pipe is pushed into the place of the bottom section of the anchor pit 12 again, and a grout material is infected through the outer pipe while an anchor tendon is inserted.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:增加锚固定长度部分的固定强度。 ;解决方案:在钻杆22的外管22-0中钻一次锚坑12,直至达到锚固件总长度L0的预定深度。外管22-0由锚固件固定长度部分提起并固定。当在从井筒12的外表面伸出的钻杆的内管22-I沿高压将锚固坑12的圆周方向上注入改进剂30时,在图1的步骤L1中进行改进。内管22-I从外管22-0中抽出并回收,再将外管推入锚固坑12底部的位置,在锚固的同时通过外管感染灌浆材料插入肌腱。;版权:(C)1998,JPO

著录项

  • 公开/公告号JP3103038B2

    专利类型

  • 公开/公告日2000-10-23

    原文格式PDF

  • 申请/专利权人 構造工事株式会社;

    申请/专利号JP19960333132

  • 发明设计人 牧田 安樹;新井 庸夫;

    申请日1996-11-29

  • 分类号E02D5/80;

  • 国家 JP

  • 入库时间 2022-08-22 02:05:55

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