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COFFERDAM CAISSON AND COFFERDAM CONSTRUCTION METHOD

机译:COFFERDAM沉箱和COFFERDAM构造方法

摘要

PROBLEM TO BE SOLVED: To complete a cofferdam in a short work execution period and secure a high cut-off property. SOLUTION: A caisson structure 1 for a cofferdam is split vertically into a plurality of segments 2, 3 whose buoyancies are adjustable, and their one-side ends are coupled together by hinge as capable of being opened and closed, and a buffer seal material 13 and supporting leg are installed in continuity to the bottom surface of a cutter hole of each caisson segment 2, 3, and a plurality of guide spacers 11 are installed on the inside of each segment 2, 3. The caisson segments 2, 3 are opened and closed, and fitted on a structure concerned A, and this is sunk. The seal material 13 is put in resilient contact with a pedestal B and seated, and a cut-off grout 18 is put fully along the cutter hole of caisson 1, and thereby the cutter blade part is cut off in cooperation of the seal material and grout 18.
机译:要解决的问题:在较短的工作执行时间内完成围堰并确保高切除性能。解决方案:围堰的沉箱结构1垂直分成多个段2、3,其可调节蓝度,并且其一侧端通过铰链连接在一起,以便能够打开和关闭,缓冲缓冲材料13在每个沉箱部段2、3的刀孔的底面连续地安装有支撑件和支撑腿,并且在每个沉箱部段2、3的内部安装有多个导向间隔件11。沉箱部段2、3被打开。并关闭,并安装在有关的结构A上,这是沉没的。使密封材料13与基座B弹性接触并就位,并且将密封泥浆18完全沿着沉箱1的切割孔放置,从而在密封材料和密封件的共同作用下切割切割刀片部分。灌浆18。

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