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Construction method of the provisional deadline structure of the dam body

机译:坝体临时工期结构的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a cofferdam structure that can cope with the buoyance that is acted associated with the water drainage work of an inner space in construction.;SOLUTION: A step in which a planned opening position 4a of a through hole 2 on a dam body upstream face 3 is brought into water-tight contact with an opening 21 of a dome body 10 that is a cofferdam structure, and a step in which water is discharged in an inner space 21 of the dome body 10 while weights 50 are sequentially input into the inner space 25 are executed to construct the cofferdam structure.;COPYRIGHT: (C)2013,JPO&INPIT
机译:要解决的问题:提供一种围堰结构,该结构可以应对与建筑物内部空间的排水工作有关的浮力。解决方案:将通孔2的计划打开位置4a固定在上面的步骤坝体上游面3与作为围堰结构的穹顶体10的开口21水密接触,并且在重物50被压下的同时将水排放到穹顶体10的内部空间21中的步骤。依次输入到内部空间25中以构造围堰结构。版权所有:(C)2013,JPO&INPIT

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