首页> 外国专利> CONSTRUCTION METHOD OF INTEGRATED REINFORCEMENT SOIL RETAINING WALL REPLACEMENT THAT IS SAFE FROM LATERAL LOAD DURING CONSTRUCTION AND INTEGRATED REINFORCEMENT SOIL RETAINING WALL INTEGRATED SHIFT THAT WAS CONSTRUCTED BY THE CONSTRUCTION METHOD

CONSTRUCTION METHOD OF INTEGRATED REINFORCEMENT SOIL RETAINING WALL REPLACEMENT THAT IS SAFE FROM LATERAL LOAD DURING CONSTRUCTION AND INTEGRATED REINFORCEMENT SOIL RETAINING WALL INTEGRATED SHIFT THAT WAS CONSTRUCTED BY THE CONSTRUCTION METHOD

机译:施工方法施工方法施工方法,施工方法横向负荷安全,施工方法,施工方法施工综合围绕

摘要

The construction method of the integrated reinforced soil retaining wall, which is safe from the lateral load of the reinforced soil during construction, while sharing the advantages of the reinforced soil retaining wall with good constructability due to ductility, and the reinforced soil alternation constructed by the integrated reinforcement retaining wall built by the construction method are initiated. . To this end, a first step of installing a sliding device for inducing the slip of the foundation concrete on the bottom surface of the original ground scheduled as an alternate construction site so that the foundation concrete can slide to relieve the soil pressure when the earth pressure is transmitted from the reinforced soil retaining wall, and the The second step of placing foundation concrete on the upper part of the sliding device and placing a wall on the upper part of the foundation concrete, and installing a front block on the bottom surface of the foundation concrete and the original ground located behind the wall, and inside the front block It provides a construction method of an integrated reinforced soil retaining wall, including a third step of constructing a reinforced soil retaining wall having a multistage reinforced soil body by embedding reinforced soil and inserting a reinforcement material into the reinforced soil. According to the present invention, since the ramen structure is not affected by the earth pressure acting in the transverse direction during the construction of the reinforced soil retaining wall, damage due to the earth pressure that may occur during construction is blocked even if the use period of the ramen structure elapses. Bridges with reinforced soil retaining walls are capable of excellent seismic design against earthquakes.
机译:施工方法的施工方法,施工过程中钢筋土壤横向载荷的结构,同时分享钢筋土壤挡土墙具有良好延展性良好结构的优点,以及由施工构建的钢筋土壤交替通过施工方法构建的集成钢筋挡土墙。 。为此,安装滑动装置的第一步,用于在原始地面的底表面上诱导基础混凝土的滑动,该替代施工现场将基础混凝土滑动以减轻土压力时减轻土壤压力从增强土壤保持壁传递,以及将地基混凝土放置在滑动装置上部的第二步骤,并将壁放在基础混凝土的上部,并在底表面上安装前块基础混凝土和位于墙壁后面的原始地面,内部块内部提供了一种集成的钢筋土壤挡土墙的构造方法,包括通过嵌入增强土壤构建具有多级增强土体的增强土挡土墙的第三步并将加强材料插入钢筋。根据本发明,由于拉面结构在钢筋土壤保持壁的构造期间由横向作用的接地压力影响,因此即使使用期限也可能发生在施工期间可能发生的接地压力引起的损坏拉面结构经过了过去。钢筋土壤挡土墙的桥梁能够对地震的优异地震设计。

著录项

  • 公开/公告号KR102257896B1

    专利类型

  • 公开/公告日2021-05-28

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020200139353

  • 发明设计人 김준영;

    申请日2020-10-26

  • 分类号E01D2;E01D19/02;E01D21;E02D29/02;

  • 国家 KR

  • 入库时间 2022-08-24 19:02:29

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