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    • 91. 发明授权
    • Method for executing impermeable construction joints for diaphragm walls
    • 隔膜壁不渗透施工接缝的执行方法
    • US4146348A
    • 1979-03-27
    • US852524
    • 1977-11-17
    • Kenji Kawasaki
    • Kenji Kawasaki
    • E02D5/18E02D5/20
    • E02D5/18
    • A method for constructing continuous concrete walls free from water leakage under the ground, wherein upon hardening of the concrete of a preceding wall panel the space for the next succeeding wall panel is excavated and while placing a reinforcing steel cage in the space for the next succeeding wall panel, at least one injection pipe is inserted along with the steel cage; placing of concrete in this section Portland cement suspension is jetted at a high pressure from a nozzle of the injection pipe, which is pulled up as it is rotated, whereby clay or slime of bentonite or the like between the end faces of adjacent concrete walls is removed by the fracturing and agitating effect of the jet.
    • 一种用于构造在地下没有漏水的连续混凝土墙的方法,其中在先前的墙板的混凝土硬化时,挖掘下一个后壁墙板的空间,同时将一个钢筋笼放置在空间中用于下一次 墙板,至少一个注射管与钢笼一起插入; 在这一部分中混凝土的配置波特兰水泥悬浮液是从注射管的喷嘴被高压喷射的,喷射管在其旋转时被拉起,由此在相邻混凝土壁的端面之间的粘土或粘土等 通过射流的压裂和搅拌效应去除。