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Water permeability temporary earth stationary material, water permeability framework structure and concrete wall construction construction method

机译:透水临时土工材料,透水骨架结构及混凝土墙施工方法

摘要

PURPOSE:To facilitate placing work of a concrete retaining wall and to reduce the loss of a back-filling material by using a water permeable sheating material consisting of a water permeable frame structural body capable of self- independence and a water permeable back-filling material burried thereinto. CONSTITUTION:A water permeable sheating material 1 consisting of a water permeable frame structural body 2 capable of self-independence and a water permeable back-filling material burried thereinto is provided. After that, temporary sheathing materials 1 are successively piled up on a floor plane 23 between a concrete retaining wall 35 during the construction and a bedrock cut-off line 31. Then, backfilling material consisting of a backfilling material 37 and back earth 36 are backfilled between the temporary sheathing material 1 and the bedrock cut-off line 31. The back earth 36 is borne on the temporary sheathing material 1 and, at the same time, the concrete retaining wall 35 during the solidification is borne. According to the constitution, the widening of skirts of the back-filling material is suppressed, and the walling of the concrete retaining wall 35 can be prevented.
机译:目的:通过使用由具有自独立性的透水框架结构体和透水回填材料组成的透水覆层材料,来促进混凝土挡土墙的放置工作并减少回填材料的损失埋在里面。构成:一种透水密封材料1,其由能够自立的透水框架结构体2和埋入其中的透水回填材料组成。之后,在施工期间在混凝土挡土墙35和基岩截止线31之间的地板23上依次堆积临时护套材料1。然后,对由回填材料37和底土36构成的回填材料进行回填。在临时护层材料1和基岩截断线31之间设置有接地层36。在临时护层材料1上承载有地面36,并且同时在固化期间承载混凝土挡土墙35。根据该构造,抑制了回填材料的裙部的加宽,并且可以防止混凝土挡土墙35的壁。

著录项

  • 公开/公告号JPH0739666B2

    专利类型

  • 公开/公告日1995-05-01

    原文格式PDF

  • 申请/专利权人 伯備建設株式会社;

    申请/专利号JP19900191456

  • 发明设计人 藤野 耕司;

    申请日1990-07-19

  • 分类号E02D29/02;

  • 国家 JP

  • 入库时间 2022-08-22 04:26:22

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