首页> 外国专利> C.G.S CONSTRUCTION METHOD CAPABLE OF SEISMIC RETROFIT AND QUALITY CONTROL

C.G.S CONSTRUCTION METHOD CAPABLE OF SEISMIC RETROFIT AND QUALITY CONTROL

机译:能够进行地震改造和质量控制的C.G.S施工方法

摘要

The present invention relates to a C.G.S construction method capable of seismic retrofit and quality control, the method comprising: an injection pipe inserting step for inserting, in the ground, an injection pipe provided for injecting a grout into the ground; an injecting step for injecting the grout into the ground through the injection pipe that was inserted in the injection pipe inserting step, the grout being injected in predetermined quantities per unit time under an injection pressure that is a predetermined static pressure; a pressure measuring step for measuring discharge pressure which is the discharge pressure of the grout that is injected in the injecting step; an injection adjusting step for adjusting, according to the change in measurement value of the discharge pressure measured in the pressure measuring step, at least one or more among the injection pressure of the grout in the injecting stage, and the unit time per which predetermined quantities of the grout are injected; and a depth changing step for changing the depth at which the injection pipe is inserted in the ground after the injection of the grout is completed.
机译:本发明涉及一种能够进行地震改造和质量控制的C.G.S构造方法,该方法包括:注入管插入步骤,用于将被注入以将水泥浆注入到地面的注入管插入地下;注入步骤,用于通过在注入管插入步骤中插入的注入管将灌浆注入地面,在预定静压力的注入压力下,每单位时间以预定量注入灌浆;压力测量步骤,用于测量排放压力,该排放压力是在注入步骤中注入的灌浆的排放压力。注入调整步骤,用于根据在压力测量步骤中测量的排出压力的测量值的变化,调整注入阶段中灌浆的注入压力和预定时间的单位时间中的至少一项或多项注入了水泥浆;深度改变步骤,用于在灌浆完成之后改变注入管插入地面的深度。

著录项

  • 公开/公告号PH12016501288B1

    专利类型

  • 公开/公告日2016-08-15

    原文格式PDF

  • 申请/专利权人 SIM DOO SUB;PARK JI HYUN;

    申请/专利号PH12016501288

  • 发明设计人 PARK JI HYUN;SIM DOO SUB;

    申请日2016-06-29

  • 分类号E02D3/12;

  • 国家 PH

  • 入库时间 2022-08-21 14:22:52

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