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System constructing underground structure by the pulling force of tension member and method constructing underground structure thereby

机译:利用受拉构件的拉力构造地下结构的系统及由此构造地下结构的方法

摘要

According to the present invention, two supporting points on a pilot tensile member, that is a pulling fixed point F, and a reaction supporting point S are a supporting point. The pulling reaction generated when a hydraulic jack pulls a pilot tensile member is delivered to a P side steel pipe through a supporting H-shaped steel of the hydraulic jack, and used to the pilot tensile member. Moreover, the pulling reaction of the used pilot tensile member is delivered to a reaction supporting point S. Therefore, both steel pipes P, Q are facing each other and dug toward the underground central part by interaction between the reaction of the supporting H-shaped steel and the pulling reaction of the hydraulic jack. The pulling method does not need a separate reaction supporting wall, so a structure is simple and the digging work is efficient. Therefore, the construction period can be reduced. Both steel pipes P, Q are facing each other and dug at the same time toward the underground central part, so the contact side friction length of a digging steel pipe is cut by half and the progressive frictional force is minimized. Therefore, steel pipe digging is efficient. The digging steel pipe is certainly guided toward a planning direction by the pilot tensile member, so the steel pipe digging direction corresponds to the planning direction not only in a digging process but also after the steel pipe digging is finished. Therefore, the construction quality is excellent and the quality can be expected.
机译:根据本发明,引导拉伸构件上的两个支撑点,即拉动固定点F和反作用支撑点S,是支撑点。当液压千斤顶拉动导向拉力构件时产生的拉力反应通过液压千斤顶的支撑H型钢传递到P侧钢管,并用于导向拉力构件。另外,将使用过的先导拉伸构件的拉力反应传递到反应支撑点S。因此,钢管P,Q相对,通过支撑H字形的反应之间的相互作用而朝向地下中央部挖入。钢和液压千斤顶的拉动反应。该拉动方法不需要单独的反力支撑壁,因此结构简单,挖掘工作高效。因此,可以缩短工期。钢管P,Q彼此面对并且同时朝向地下中央部分挖掘,因此将挖掘钢管的接触侧摩擦长度减小一半,并且使渐进摩擦力最小化。因此,钢管挖掘是有效的。挖掘用钢管当然通过导向拉伸构件被引导至计划方向,因此,不仅在挖掘过程中而且在挖掘完成之后,钢管的挖掘方向都与计划方向一致。因此,施工质量极好,可以期待质量。

著录项

  • 公开/公告号KR101440987B1

    专利类型

  • 公开/公告日2014-09-18

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20130111740

  • 发明设计人 김준성;

    申请日2013-09-17

  • 分类号E21D9/08;E02D29/045;

  • 国家 KR

  • 入库时间 2022-08-21 15:40:08

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