首页> 外国专利> METHOD FOR CONTINUOUSLY CONSTRUCTING INDEPENDENT WATERTIGHT RETAINING WALLS BY IMPROVING THE GROUND FOR HEAVING AND BOILING AND A COMPOSITE WALL CONSTRUCTION METHOD OF A STRUCTURE

METHOD FOR CONTINUOUSLY CONSTRUCTING INDEPENDENT WATERTIGHT RETAINING WALLS BY IMPROVING THE GROUND FOR HEAVING AND BOILING AND A COMPOSITE WALL CONSTRUCTION METHOD OF A STRUCTURE

机译:土方结构墙体连续加气加固连续施工的方法及复合墙体施工方法

摘要

PURPOSE: A method for continuously constructing independent watertight retaining walls with the ground improvement and a composite wall construction method of a structure are provided to improve the structural stability by combining the composite wall with the outer wall of the structure and stabilizing the excavation bottom. CONSTITUTION: In a method for constructing an independent composite watertight retaining wall including watertight holes, H-piles and iron meshes(3), a composite retaining wall(1) is constructed, and the soft ground around the excavation ground is improved without excavation. The plain independent underground wall body is formed by continuously and forcibly stirring high strength cement and soil to an appointed depth. The continuous composite retaining wall is manufactured by inserting H-beams or steel reinforcement meshes at regular intervals(about 2.5 ¯ 3.5 m) according to the ground condition. The composite wall integrally formed with the retaining wall is constructed in a structure(2).
机译:目的:提供一种通过对地面进行改良而连续建造独立的水密挡土墙的方法,以及一种结构的复合墙构造方法,以通过将复合墙与结构的外墙结合并稳定开挖底部来提高结构稳定性。构成:一种构造独立的包括水密孔,H型桩和铁网的复合水密挡土墙的方法(3),构造了一种复合挡土墙(1),开挖地面周围的软土地基无需开挖即可得到改善。平坦的独立地下墙体是通过将高强度水泥和土壤连续强行搅拌到指定深度而形成的。连续的复合挡土墙是根据地面情况,以一定间隔(约2.5〜3.5 m)插入H型钢或钢筋网制成。与挡土墙一体形成的复合墙构造为结构(2)。

著录项

  • 公开/公告号KR20050012873A

    专利类型

  • 公开/公告日2005-02-02

    原文格式PDF

  • 申请/专利权人 SUNGHO CONSTRUCTION INDUSTRY CO. LTD.;

    申请/专利号KR20050003062

  • 发明设计人 LEE JOO SUK;

    申请日2005-01-12

  • 分类号E02D17/04;E02D5/20;

  • 国家 KR

  • 入库时间 2022-08-21 22:05:54

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