首页> 外国专利> Structure of steel pipe applied to steel pipe roof construction method for building underground structure, and steel pipe roof structure therefor using the same, and steel roof construction method thereof

Structure of steel pipe applied to steel pipe roof construction method for building underground structure, and steel pipe roof structure therefor using the same, and steel roof construction method thereof

机译:用于地下结构的钢管屋顶施工方法的钢管结构及其使用的钢管屋顶结构及其钢屋顶施工方法

摘要

The present invention relates to a structure, and a steel pipe of a steel pipe loop structure applying him to be applied to the non-excavation pipe loop method for the construction of underground structures that require non-excavation method. Attached to the upper and lower first flange to the outer aspect of the steel pipe and the other side, the other second flange corresponding to the first flange of the pipe connection is attached to the top and bottom, the one side central portion of the steel pipe latch and hook are formed, the other side another T-shaped flange has a central portion that is connected to the grommet of the steel pipe is formed, the ball number of through penetrating installation to a fixing hardware that combines the pipe adjacent to each other both side surfaces of the steel pipe is formed. The end of the flange is composed of mutually overlapping or butt form each other and formed in a line-type flange. Fixing a hardware through the through hole is provided through the fixing through-hole formed in the adjacent steel hardware. The closure space formed by the upper and lower flanges of the inner and adjacent steel pipe after the pipe for charging the mortar or concrete. Thus, due to the rigid lateral stiffness so separate lateral support beams and pillars, only hypotheses can be installed without installing the internal operations of the excavations, shrinking the size of the hypothesis loop is also simple installation process. It carried the distinction excavated in the loop structure body during earthmoving operations made earthwork operations for the remainder, which ensure the safety of the construction tunnel and structures supporting the installation of structures by drilling only in selective areas to be installed after the upper load during construction so as to secure stability, it forms a ground displacement suppression and shortening and installation cost savings.
机译:本发明涉及一种结构以及钢管环结构的钢管,该钢管和该钢管环结构的钢管适用​​于需要非开挖方法的地下结构的非开挖管环法。上部和下部第一法兰连接到钢管的外侧面和另一侧,与管道连接的第一法兰相对应的另一个第二法兰连接到钢管的顶部和底部(一侧中央)形成管闩和钩子,另一侧形成另一个T形法兰,该中部连接到钢管的索环,通过穿透安装到固定硬件的球数,该硬件将相邻的每个管子组合在一起钢管的另一侧面形成。凸缘的端部由彼此重叠或对接形成并且形成为线型凸缘。通过形成在相邻的钢制五金件中的固定通孔来提供通过通孔固定五金件。由内部和相邻钢管的上下凸缘形成的封闭空间,用于填充灰浆或混凝土。因此,由于刚性的侧向刚度,所以分开的侧向支撑梁和支柱,仅需安装假设,而无需安装基坑的内部操作,缩小假设环的尺寸也是简单的安装过程。它具有在土方作业过程中在环形结构体中挖掘出的独特性,其余部分则为土方作业,从而确保了施工隧道和支撑结构安装的结构的安全性,方法是仅在施工过程中承受较高载荷后才在要安装的特定区域进行钻孔为了确保稳定性,它抑制了地面位移并节省了缩短和安装成本。

著录项

  • 公开/公告号KR100569703B1

    专利类型

  • 公开/公告日2006-04-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20040023343

  • 发明设计人 김진수;

    申请日2004-04-06

  • 分类号E21D9;

  • 国家 KR

  • 入库时间 2022-08-21 21:23:58

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