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WATER CUT-OFF METHOD FOR CONSTRUCTION JOINT OF UNDERGROUND CONCRETE STRUCTURE AND WATER CUT-OFF STRUCTURE

机译:地下混凝土结构与水切割结构施工缝的水切割方法

摘要

PROBLEM TO BE SOLVED: To cut off water, corresponding to a joint opening amount of a joint, by forming a groove on a tip face of a following concrete wall side on a preceding concrete wall, arranging a water expansion seal material in the groove and giving a placing joint to the following concrete wall. SOLUTION: The underground water entering a construction joint H from the natural ground due to opening of the construction joint H is led into a water cut-off space 22, and a water expansion seal material 15 is expanded due to the reaction with the underground water to block the water cut-off space 22. Further, since the construction joint H is blocked and expansion magnification of the water expansion seal material 15 is selected properly, water can be cut off even when a joint opening amount of the construction joint H is large. In this case, it is unnecessary to predict a joint opening amount of the construction joint H in advance and it is possible to correspond flexibly in accordance with the construction joint opening amount. Since the water expansion seal material 15 is expanded toward a water cut-off projecting part 23 side only in a groove 21, it is possible to concentrate expansion pressure of the seal material 15 on the water cut-off projecting part 23 side. Consequently, it is possible to position and fix the water expansion seal material 15 easily at low cost.
机译:解决的问题:通过在前面的混凝土墙上的后面的混凝土墙侧面的顶端面上形成一个凹槽,在该凹槽中布置水膨胀密封材料,以切断与接头的接头开口量相对应的水。在下面的混凝土墙上做一个接缝。解决方案:由于施工缝H的打开而从自然地面进入施工缝H的地下水被引入到除水空间22中,并且由于与地下水的反应,水膨胀密封材料15膨胀了。从而堵住积水空间22。此外,由于堵塞了施工缝H,并且适当地选择了水膨胀密封材料15的膨胀倍率,所以即使在施工缝H的接缝开度为10mm的情况下,也可以切断水。大。在这种情况下,不需要预先预测施工缝H的缝隙开度,可以根据施工缝隙开度灵活地进行对应。由于水膨胀密封材料15仅在槽21中向着排水突出部23侧膨胀,所以能够使密封材料15的膨胀压力集中在防水伸出部23侧。因此,可以以低成本容易地定位和固定水膨胀密封材料15。

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