首页> 外国专利> SELF-STANDING PANEL TYPE RETAINING WALL CONSTRUCTION METHOD AND SELF-STANDING PANEL TYPE RETAINING WALL STRUCTURE CONSTRUCTED BY SAME

SELF-STANDING PANEL TYPE RETAINING WALL CONSTRUCTION METHOD AND SELF-STANDING PANEL TYPE RETAINING WALL STRUCTURE CONSTRUCTED BY SAME

机译:自承式面板式挡土墙的施工方法及由相同结构构成的自承式面板式挡土墙结构

摘要

The present invention relates to a self-standing panel type retaining wall construction method and a self-standing panel type retaining wall structure constructed by the same. The technical gist of the present invention is to construct a pile support (multiple H-pile combination structure) very close to a district dividing line (border line of lot) bordered from national land roads or other private lands to prevent collapse of a cut slope, to embed the pile support at a depth of 60% or more of the total height of a panel type retaining wall such that a fixing support force of a retaining wall panel is greatly increased, to form the panel type retaining wall such that male and female uneven shear rudders and shear rudder grooves are formed on upper and lower close contact surfaces, respectively, and a plurality of retaining wall panels are laminated and assembled while standing by themselves in sequence without additional temporary members based on a basic block, and allowing the pile support and the panel type retaining wall standing horizontally or by itself to be joined by a steel wire reinforcing material to strengthen binding and fixing force, thereby greatly improving retaining wall performance and minimizing actual construction site usage. That is, the present invention prevents interference in the land of others (national land or private land) other than the intended earthwork land to prevent unnecessary purchase of other land outside a designed construction area, thereby significantly reducing construction costs.;COPYRIGHT KIPO 2020
机译:自立式板式挡土墙的施工方法及由其构成的自立式板式挡土墙的结构。本发明的技术要点是在与国道或其他私人土地接壤的区域划分线(地段边界线)附近非常近地构造桩支座(多个H桩组合结构),以防止挖坡的倒塌。 ,将桩支撑物嵌入板式挡土墙总高度的60%或更大的深度,以使挡土墙板的固定支撑力大大增加,从而形成板状挡土墙,使得凸出并保持阴不均匀的剪切舵和剪切舵槽分别形成在上下紧密接触表面上,并且多个挡土墙板被层压和组装,同时按顺序独立站立,而无需基于基本块的额外临时构件,并允许桩支撑和面板式挡土墙水平放置或单独站立以通过钢丝增强材料进行连接,以增强结合力和固定力,从而彻底改善挡土墙性能并最大程度地减少实际施工现场使用量。就是说,本发明防止了对预期的土方工程用地以外的其他土地(国家土地或私有土地)的干扰,以防止不必要地购买设计的建筑区域之外的其他土地,从而显着降低了建筑成本。COPYRIGHT KIPO 2020

著录项

  • 公开/公告号KR102015564B1

    专利类型

  • 公开/公告日2019-08-28

    原文格式PDF

  • 申请/专利权人 CHO YOUNG HYUN;

    申请/专利号KR20190083340

  • 发明设计人 CHO YOUNG HYUNKR;

    申请日2019-07-10

  • 分类号E02D29/02;

  • 国家 KR

  • 入库时间 2022-08-21 11:47:52

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