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WATER CUTOFF STRUCTURE AND WATER CUTOFF METHOD OF SKIRT WALL
WATER CUTOFF STRUCTURE AND WATER CUTOFF METHOD OF SKIRT WALL
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机译:裙墙的截水结构及截水方法
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摘要
PROBLEM TO BE SOLVED: To provide a water cutoff structure and a water cutoff method of a skirt wall excellent in workability capable of securing even water cutoff performance of a segment joint part.;SOLUTION: In a water cutoff method of a skirt wall 23A for securing water cutoff performance of a connection part between the skirt wall 23A provided in an end part of an underground cavity 14 and a segment 10A of a shield tunnel 10 connected to an opening 26 opened in the skirt wall 23A, when constructing the skirt wall 23A, a skirt wall plate 30 is installed on an end surface 28 on the side of turning to the segment 10A of the skirt wall 23A, and after constructing the skirt wall 23A, the segment 10A of the shield tunnel 10 positioned on the inside of the underground cavity 14 is removed, and after putting a segment plate 34 of an end surface 32 of the segment 10A in an exposed state, a presser plate 38 is joined to the skirt wall plate 30 and the segment plate 34 by sandwiching a sealant 36 having water cutoff performance.;SELECTED DRAWING: Figure 5;COPYRIGHT: (C)2017,JPO&INPIT
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机译:解决的问题:提供一种可加工性优异的裙壁的阻水结构和阻水方法,其能够确保分段接合部的均匀阻水性能。解决方案:用于裙壁23A的阻水方法用于当构造裙壁23A时,确保设置在地下腔14的端部中的裙壁23A与连接到裙壁23A中开口的开口26的屏蔽隧道10的部分10A之间的连接部分的防水性能然后,将裙壁板30安装在转向裙壁23A的部分10A的一侧的端面28上,并且在构造裙壁23A之后,将屏蔽隧道10的部分10A定位在裙壁23A的内部。去除地下空腔14,并且在将段10A的端面32的段板34置于暴露状态之后,通过将密封垫夹在中间来将压板38接合至裙壁板30和段板34。 t 36具有止水性能。;部分图纸:图5;版权:(C)2017,日本特许厅&INPIT
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