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METHOD OF COMPACTION GROUTING SYSTEM FOR ANTI-SEISMIC REINFORCEMENT AND QUALITY MANAGEMENT

机译:一种抗震加固与质量管理的压浆系统方法

摘要

According to the present invention, a construction method of a compaction grouting system (CGS) for an anti-seismic reinforcement and product quality management comprises: an injection pipe insertion step of inserting an injection pipe provided to inject grout into the ground into the ground; an injection step of injecting a fixated amount of the grout at a predetermined constant injection pressure per unit time into the ground through the injection pipe inserted in the injection pipe insertion step; a pressure measurement step of measuring a discharge pressure of the grout injected in the injection step; an injection adjustment step of adjusting one or more among the grout injection pressure in the injection step, and the unit time during which the fixated amount of the grout is injected in accordance to a change in the measured discharge pressure measured in the pressure measurement step; and a depth changing step of changing the depth of the injection pipe inserted into the ground after the injection of the grout is completed.
机译:根据本发明,一种用于抗震加固和产品质量管理的压实灌浆系统(CGS)的构造方法包括:注入管插入步骤,该注入管插入步骤将设置用于将水泥浆注入地面的注入管插入地面;注入步骤是通过在注入管插入步骤中插入的注入管,将每单位时间以预定的恒定注入压力固定量的水泥浆注入到地面中。压力测量步骤,用于测量在注入步骤中注入的水泥浆的排出压力。喷射调节步骤,其根据所述压力测量步骤中测量的排出压力的变化来调节所述喷射步骤中的灌浆喷射压力中的一个或多个,以及注入固定量的灌浆的单位时间。深度改变步骤,其在灌浆完成之后改变插入地面的注入管的深度。

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