首页> 外国专利> INSTALLATION METHOD FOR CAST-IN-PLACE PILES HAVING EXPANDED LEADING ENDS TO REDUCE THE REQUIRED DEPTH FOR PILE FOUNDATION IN SOFT GROUND

INSTALLATION METHOD FOR CAST-IN-PLACE PILES HAVING EXPANDED LEADING ENDS TO REDUCE THE REQUIRED DEPTH FOR PILE FOUNDATION IN SOFT GROUND

机译:具有扩大的前端,以减少软土地基中桩基所需深度的现浇桩的安装方法

摘要

PURPOSE: An installation method for cast-in-place piles having expanded leading ends is provided to ensure bottom bearing force eve in soft ground by extending the effective section of the leading end of pile foundation.;CONSTITUTION: An installation method for cast-in-place piles having expanded leading ends is as follows. When leading end of an injection pipe(25) reaches the designated depth of a cast-in-place pile and the injection and expansion of a liquid(32) are completed, the injection pipe is pulled out. The injected liquid is solidified in the ground and a consolidated structure(33) is formed. A casing is inserted until the leading end reaches the consolidated structure, and a mesh reinforcement(23) is inserted into the casing. Concrete(31) is poured and cured inside the casing to complete a cast-in-place pile integrated in the consolidated structure.;COPYRIGHT KIPO 2011
机译:目的:提供一种具有扩大的前端的灌注桩的安装方法,以通过延长桩基前端的有效截面来确保软土地基中的底部承载力前夕。;构成:一种灌注桩的安装方法具有扩大的前端的放置桩如下。当注入管(25)的前端到达现场浇注桩的指定深度并且液体(32)的注入和膨胀完成时,将注入管拔出。注入的液体在地下固化并形成固结结构(33)。插入套管,直到前端达到加固结构,然后将网状增强件(23)插入套管。将混凝土(31)倒入并固化在套管内,以完成在固结结构中集成的现浇桩。; COPYRIGHT KIPO 2011

著录项

  • 公开/公告号KR20100124028A

    专利类型

  • 公开/公告日2010-11-26

    原文格式PDF

  • 申请/专利权人 JUNG DONG ENGINEERING & CONSTRUCTION CO. LTD.;

    申请/专利号KR20090043062

  • 发明设计人 JUNG BOO HO;

    申请日2009-05-18

  • 分类号E02D5/34;E02D5/46;E02D5/62;

  • 国家 KR

  • 入库时间 2022-08-21 17:53:18

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