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Steel pipe sheet pile, penetration resistance reducing device, method of preventing clogging of steel pipe sheet pile, slit closing member

机译:钢管板桩,降低贯通阻力的装置,防止钢管板桩堵塞的方法,狭缝封闭构件

摘要

PROBLEM TO BE SOLVED: To provide a steel pipe sheet pile and a method that resolve clogging at a joint part when installing the steel pipe sheet pile.SOLUTION: A steel pipe sheet pile has a clogging prevention tool 8 and a penetration resistance mitigation tool 9 at a bottom edge side of a joint part 4 thereof. The clogging prevention tool 8 blocks sediment from flowing into the joint from an opening at the lower edge of the joint part 4, while enables the sediment to move in a direction to flow out from the opening at the bottom edge of the joint part 4 and the joint part of the steel pipe sheet pile to be installed at an adjacent position to pass through. The penetration resistance mitigation tool 9 has a cutting edge at a bottom edge. When installing the steel pipe sheet pile 1, the clogging prevention tool 8 and the penetration resistance mitigation tool 9 are fitted at the bottom edge side of the joint, and a slit closing member 7 is fitted removably for preventing inflow of sediment into the joint part 4 of the steel pipe sheet pile. After completion of the installation of the steel pipe sheet pile, the slit closing member 7 is pulled out and removed from the joint part 4, and then the new steel pipe sheet pile is installed at the adjacent position and connected.SELECTED DRAWING: Figure 1
机译:要解决的问题:提供一种钢管板桩以及一种在安装钢管板桩时解决接头部分堵塞的方法。解决方案:钢管板桩具有防堵塞工具8和降低穿透力的工具9在其接合部分4的底边缘侧。防堵塞工具8阻止沉淀物从接头部分4的下边缘处的开口流入接头中,同时使沉淀物沿从接头部分4的底边缘处的开口流出的方向移动,并防止沉淀物从接头部分4的下边缘处的开口流出。钢管板桩的接缝部分安装在相邻位置通过。防穿透力减小工具9在底边缘处具有切削刃。在安装钢管板桩1时,在接头的底端侧装配有防堵塞工具8和防穿透性降低工具9,并且为了防止沉淀物流入接头部分,可拆卸地安装有缝隙封闭构件7。 4钢管板桩。钢管板桩安装完成后,将缝隙关闭部件7从接头部分4中拉出并拆除,然后将新的钢管板桩安装在相邻位置并连接。选图:图1

著录项

  • 公开/公告号JP6626270B2

    专利类型

  • 公开/公告日2019-12-25

    原文格式PDF

  • 申请/专利权人 株式会社横山基礎工事;

    申请/专利号JP20150102169

  • 发明设计人 横山 弘介;

    申请日2015-05-19

  • 分类号E02D5/08;

  • 国家 JP

  • 入库时间 2022-08-21 11:33:28

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