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TEMPORARY SEWAGE RELAY PUMPING STATION/WELL CONSTRUCTION METHOD

机译:临时排污泵站/井施工方法

摘要

PROBLEM TO BE SOLVED: To provide a temporary sewage pumping station/well construction method with which a concrete wall buried underground of a sewage relay pumping station is thickened for seismic strengthening.;SOLUTION: A temporary sewage relay pumping station/well construction method includes a work stage 1, a work stage 2 and a work stage 3. On the work stage 1, downflow of sewage to a first water channel 16 and a second water channel 17 is shut off, a bypass pipe 18 is connected to and an assembly type water tank 19 is installed at a side of the second water channel 17 and then, thickening work at a side of the first water channel 16 is performed. On the work stage 2, after the thickening work of the first water channel 16 is completed, a bypass pipe 18 is connected to and an assembly type water tank 19 is installed at a side of the first water channel 16, the bypass pipe 18 and the assembly type water tank 19 at the side of the second water channel 17 are removed, and thickening work of the second water channel 17 is performed. On the work stage 3, after the thickening work of the second water channel 17 is completed, the bypass pipe 18 and the assembly type water tank 19 at the side of the first water channel 16 are removed.;COPYRIGHT: (C)2014,JPO&INPIT
机译:要解决的问题:提供一种临时污水泵站/井的施工方法,通过该方法可以将埋在污水中继泵站地下的混凝土墙增厚以进行抗震加固。工作阶段1,工作阶段2和工作阶段3。在工作阶段1,污水向第一水通道16和第二水通道17的下流被切断,旁通管18连接到并且为组装式将水箱19安装在第二水通道17的一侧,然后在第一水通道16的一侧进行增稠工作。在工作阶段2中,在完成第一水通道16的增厚工作之后,连接旁通管18,并且在第一水通道16的一侧安装有组合式水箱19,旁通管18和然后,将第二水路17侧的组装式水槽19拆下,进行第二水路17的加厚作业。在工作阶段3中,在完成第二水通道17的增厚工作之后,将旁通管18和第一水通道16侧的组合式水箱19拆下。版权所有:(C)2014,日本特许厅

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