首页> 外国专利> SUCTION FORCE GENERATION DEVICE AND SUCTION FORCE GENERATION METHOD BY SIPHON, AND CONSTRUCTION METHOD FOR IMPROVING VACUUM CONSOLIDATED GROUND

SUCTION FORCE GENERATION DEVICE AND SUCTION FORCE GENERATION METHOD BY SIPHON, AND CONSTRUCTION METHOD FOR IMPROVING VACUUM CONSOLIDATED GROUND

机译:Siphon的吸力产生装置和吸力产生方法以及改善真空固结地面的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a suction force generation device and a suction force generation method capable of generating a suction force on the principle of siphon even without separating the flows of water and gas from each other and a construction method for improving a vacuum consolidated ground capable of reducing or eliminating a load by banking and shortening a ground improvement period by promoting vacuum consolidation in a ground improvement.;SOLUTION: This suction force generation device includes a siphon function maintaining device 3 which comprises a first pipe 1 extending from the upper side downward and a second pipe 2 connected to the first pipe on the upper side, in which, due to the water level difference ΔH between the bottom end 1a side of the first pipe and the top end 2a side of the second pipe, a suction force acts from the tip of the second pipe toward the bottom end of the first pipe through a siphon function, and which maintains a siphon function by supplying water into a drain passage formed from the tip of the second pipe toward the bottom end of the first pipe.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:提供一种即使在不使水和气体的流彼此分离的情况下也能够以虹吸原理产生吸力的吸力产生装置和吸力产生方法以及用于改善真空固结的构造方法。能够通过减轻或减轻负荷减轻地面负担,并通过促进地面改善过程中的真空固结来缩短地面改善时间。解决方案:该吸力产生装置包括虹吸功能维持装置3,该虹吸功能维持装置3包括从上方延伸的第一管道1向下,第二管2在上侧连接到第一管,其中,由于第一管的底端1a侧与第二管的顶端2a侧之间的水位差ΔH,吸力通过虹吸功能从第二管的尖端向第一管的底端起作用,并通过以下方式保持虹吸功能:向从第二根管的尖端向第一根管的底端形成的排水通道供水;版权所有:(C)2010,JPO&INPIT

著录项

  • 公开/公告号JP2010090696A

    专利类型

  • 公开/公告日2010-04-22

    原文格式PDF

  • 申请/专利权人 PENTA OCEAN CONSTRUCTION CO LTD;

    申请/专利号JP20090251873

  • 发明设计人 ONO YAMATO;KUMAGAI TAKAHIRO;

    申请日2009-11-02

  • 分类号E02D3/10;

  • 国家 JP

  • 入库时间 2022-08-21 19:02:31

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