首页> 外国专利> Construction method to prevent lower movement of small pipes that transfer the upper load of the steel composite concrete for tunnel excavation to the lower part

Construction method to prevent lower movement of small pipes that transfer the upper load of the steel composite concrete for tunnel excavation to the lower part

机译:防止将隧道开挖用钢复合混凝土的上部负荷转移到下部的小管的下部移动的施工方法

摘要

The present invention relates to a tunnel construction method using an earth pressure support member installed between a steel pipe and a steel pipe to be press-fit to construct an underground non-crackable steel composite concrete tunnel, and in more detail, after removing the soil between the steel pipe and the steel pipe The upper fixing plate is welded to the upper part of the incision between the cut steel pipe and the steel pipe, and the lower fixing plate is installed at the bottom of the cut-out part where the upper fixing plate is installed, along with the earth pressure support pipe with the movement preventing member inserted at the lower end, and welded to attach the earth pressure support member. And installing a first joint member and a second joint member between the earth pressure support pipe and the earth pressure support pipe of the earth pressure support member, and by installing a third joint member on the upper inner surface of the pressed steel pipe, the present invention (A) Even after curing, the earth pressure support member and the concrete poured inside the steel pipe and the joint member maintain a close adhesion state, and the concrete is cured while maintaining the adhesion state with the earth pressure support member ceiling inner surface and the steel pipe ceiling, so that the tunnel structure needs to be maintained for a certain period of time. The present invention relates to a construction method for preventing the movement of the lower part of a small pipe that transmits the upper load of the steel composite concrete for excavation in an underground tunnel that has the durability of
机译:隧道的施工方法技术领域本发明涉及一种利用安装在钢管与钢管之间的土压力支承部件进行压入配合的地下非易裂钢复合混凝土隧道的施工方法,更详细地说,涉及去除土壤后的施工方法。钢管与钢管之间上部固定板焊接在切割钢管与钢管之间的切口的上部,下部固定板安装在切口的底部,上部固定板与土壤压力支撑管一起安装,并且在其下端插入了防移动件,并焊接以固定土壤压力支撑件。并且,在土压力支承构件的土压力支承管与土压力支承管之间安装第一接头构件和第二接头构件,并且在被压制的钢管的上内表面上安装第三接头构件。发明(A)即使在固化后,土压力支撑构件与注入到钢管和接合构件内部的混凝土也保持紧密的粘附状态,并且在与土压力支撑构件顶棚内表面保持粘附状态的同时固化混凝土。钢管天花板,因此需要在一定时期内保持隧道结构。本发明涉及一种用于防止小管道的下部运动的方法,该小管道的下部运动传递耐久性的地下隧道中传递用于挖掘的钢复合混凝土的上部载荷。

著录项

  • 公开/公告号KR102156874B1

    专利类型

  • 公开/公告日2020-09-16

    原文格式PDF

  • 申请/专利权人 MIHO CONST. CO. LTD.;GONG DEUG GYU;

    申请/专利号KR20200059752

  • 发明设计人 공득규;인명노;

    申请日2020-05-19

  • 分类号E21D9;E21D11/10;E21D11/14;

  • 国家 KR

  • 入库时间 2022-08-21 11:03:47

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