首页> 外国专利> STRUT SYSTEM OF TEMPORARY RETAINING WALL AND SUBGRADE EXTERNAL WALL CONSTRUCTION METHOD UTILIZING THE SAME

STRUT SYSTEM OF TEMPORARY RETAINING WALL AND SUBGRADE EXTERNAL WALL CONSTRUCTION METHOD UTILIZING THE SAME

机译:临时挡土墙支护系统及利用该挡土墙的路基外墙施工方法

摘要

The present invention provides an opening in the buried slab which is buried in the basement outer wall while contacting with the basement wall when the basement wall is constructed with the basement outer wall and the joining wall in the supporting structure of the basement wall in which the interlayer slab of the building basement is supported by the basement wall. The present invention relates to a reverse support structure of a retaining wall that enables the construction of a basement wall to be continuously carried out by constructing it, and a method of continuous construction of a building basement joint wall which suppresses the occurrence of a reverse joint of the basement outer wall and strengthens the integrity by applying the same.;The reverse support structure of the retaining wall for the continuous construction of the underground plywood of the present invention is the retaining wall; A beam constructed toward the retaining wall; And, reinforced concrete slab which is constructed to be in close contact with the retaining wall above the beam and is constructed to directly support the retaining wall.;The reinforcement concrete slab is divided into a buried slab buried in the basement outer wall and an exposed slab exposed outside the basement outer wall while the cladding wall is constructed of a basement outer wall and a cladding wall. After installing the embedding die plate including the vertical plate portion vertically installed more than the exposed slab thickness along the opening of the bottom plate portion, the concrete is poured over the exposed slab thickness to form an opening at the boundary of the vertical plate portion, integral construction with the exposed slab The embedding die plate is characterized in that it is formed to a size that can be penetrated through the vertical reinforcement of the outer layer of the outer wall to be arranged in two layers so that the opening facing each other.;Retaining wall, plywood, inverted joint, earth pressure, continuous
机译:当在地下室壁的支撑结构中用地下室外壁和连接壁构造地下室壁时,本发明提供了一种埋入式平板中的开口,该开口埋入地下室外壁中并与地下室壁接触。建筑地下室的中间层板由地下室墙支撑。挡土墙的反向支撑结构技术领域本发明涉及一种挡土墙的反向支撑结构,该挡土墙能够通过对其进行连续建造来进行地下室墙的建造;以及一种连续建造建筑物的地下室接合壁的方法,该方法抑制了反向接合的发生。本发明用于连续构造地下胶合板的挡土墙的反向支撑结构是挡土墙。朝向挡土墙的梁;并且,将钢筋混凝土板构造成与梁上方的挡土墙紧密接触并直接支撑挡土墙。钢筋混凝土板分为埋在地下室外壁中的埋入式板和外露的平板暴露在地下室外壁的外部,而包层壁由地下室外壁和包层壁构成。在沿着底板部的开口部安装了垂直板部分的埋入式模板之后,该埋入模具板沿竖直方向安装有比裸露板厚更大的厚度,然后将混凝土倒入裸露板厚上,以在垂直板部的边界处形成开口,嵌入模板的特征在于,嵌入模板的尺寸形成为可穿透外壁的外层的垂直加强件,并以两层布置,使得开口彼此相对。 ;挡土墙,胶合板,倒缝,土压力,连续

著录项

  • 公开/公告号KR100722198B1

    专利类型

  • 公开/公告日2007-05-21

    原文格式PDF

  • 申请/专利权人 CM PARTNERS;SPS LTD.;

    申请/专利号KR20060065717

  • 发明设计人 LIU WON SOCK;YOM KYONG SOO;

    申请日2006-07-13

  • 分类号E02D17/04;E02D29/045;

  • 国家 KR

  • 入库时间 2022-08-21 20:32:07

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