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Basement outer wall leaking stoppage grouting reinforcement method and drilling grouting equipment
The invention relates to the field of wall leakage repairing, in particular to a basement exterior wall leakage stoppage grouting reinforcement method which specifically comprises the following steps that the inner side surface of a wall is cleaned; drilling holes in the surface of the inner side of the wall body to form a plurality of rows of grouting holes, wherein each row of grouting holes are formed in the upper side and the lower side of the horizontal joint; drilling is conducted on the inner side surface of the wall body to form a plurality of grout outlet holes, the grout outlet holes are located at the horizontal joints, and one grout outlet hole is formed in each of the two sides of each row of grouting holes; a grouting pipe is tightly inserted into the grouting hole to inject grout, a grout outlet pipe is tightly inserted into the grout outlet hole, and grouting is stopped until grout flows out of the grout outlet pipe; the grouting pipe and the grout outlet pipe are plugged, so that when grout flows into the grout outlet pipe and flows out, the space between the two corresponding grout outlet holes can be clearly filled with the grout, and the grouting progress can be controlled.
本申请涉及墙体补漏的领域,尤其是涉及一种地下室外墙堵漏灌浆加固方法,具体包括以下步骤,对墙体内侧表面进行清理;在墙体内侧表面钻孔形成数排灌浆孔,每排灌浆孔位于水平接缝的上下两侧处均设置一个;在墙体内侧表面钻孔形成数个出浆孔,出浆孔位于水平接缝处,每排灌浆孔两侧均设置一个出浆孔;将灌浆管紧密插入至灌浆孔内以注入浆液,将出浆管紧密插入至出浆孔内,直至出浆管中有浆液流出时,停止灌浆;将灌浆管和出浆管进行封堵,使得在浆液流动至出浆管中并流出时,此时可明确对应两个出浆孔之间以充满浆液,以便对灌浆进度进行掌控。
Basement outer wall leaking stoppage grouting reinforcement method and drilling grouting equipment
The invention relates to the field of wall leakage repairing, in particular to a basement exterior wall leakage stoppage grouting reinforcement method which specifically comprises the following steps that the inner side surface of a wall is cleaned; drilling holes in the surface of the inner side of the wall body to form a plurality of rows of grouting holes, wherein each row of grouting holes are formed in the upper side and the lower side of the horizontal joint; drilling is conducted on the inner side surface of the wall body to form a plurality of grout outlet holes, the grout outlet holes are located at the horizontal joints, and one grout outlet hole is formed in each of the two sides of each row of grouting holes; a grouting pipe is tightly inserted into the grouting hole to inject grout, a grout outlet pipe is tightly inserted into the grout outlet hole, and grouting is stopped until grout flows out of the grout outlet pipe; the grouting pipe and the grout outlet pipe are plugged, so that when grout flows into the grout outlet pipe and flows out, the space between the two corresponding grout outlet holes can be clearly filled with the grout, and the grouting progress can be controlled.
本申请涉及墙体补漏的领域,尤其是涉及一种地下室外墙堵漏灌浆加固方法,具体包括以下步骤,对墙体内侧表面进行清理;在墙体内侧表面钻孔形成数排灌浆孔,每排灌浆孔位于水平接缝的上下两侧处均设置一个;在墙体内侧表面钻孔形成数个出浆孔,出浆孔位于水平接缝处,每排灌浆孔两侧均设置一个出浆孔;将灌浆管紧密插入至灌浆孔内以注入浆液,将出浆管紧密插入至出浆孔内,直至出浆管中有浆液流出时,停止灌浆;将灌浆管和出浆管进行封堵,使得在浆液流动至出浆管中并流出时,此时可明确对应两个出浆孔之间以充满浆液,以便对灌浆进度进行掌控。
Basement outer wall leaking stoppage grouting reinforcement method and drilling grouting equipment
一种地下室外墙堵漏灌浆加固方法及钻孔灌浆设备
ZHANG XIONG (author) / WU YONGZHI (author) / XIONG YONGQIANG (author) / YU QINGCHUN (author) / SHEN QI (author) / ZHOU MENGWEN (author)
2023-11-24
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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