首页> 外国专利> CONSTRUCTION OF RETAINING WALL BY INTEGRALLY COMBINING LLSHAPED CONCRETE BLOCK AND BURIED PILE

CONSTRUCTION OF RETAINING WALL BY INTEGRALLY COMBINING LLSHAPED CONCRETE BLOCK AND BURIED PILE

机译:L形混凝土砌块与灌注桩整体组合挡土墙施工。

摘要

PURPOSE:To construct a retaining wall higher than a vertical limited height simply, rapidly, and at low cost by a method in which the stay and fixing parts of L-shaped concrete blocks are buried deep in the ground and buried piles are connected to the fixing part. CONSTITUTION:A given part of the ground is consolidated, base concrete is horizontally placed, and at the same time vertically piercing iron bars 13 are buried and fixed in given through holes 5 and 6 for the iron bars. Then, the iron bar through holes 5 and 6 of L-shaped concrete block 1 are each fitted on the iron bar 13 and joined in either normal state or reverse state by combining a push claw 10 and a receive claw 11 to construct the first step. Then, a bedding soil is filled in between the stay 3 and the fixing part 4 on the back side, corresponding to a wall- forming part 2 and about 1/4 of wall width, and then the second step block 1 is provided in reverse state to the first step. The setting position of a pile 15 is determined by a strength calculation, the pile 15 and the block 1 are fixed in the ground, and an iron bar 16 for both is securely clamped by a turn buckle 17.
机译:目的:通过一种将L形混凝土砌块的撑杆和固定部分深埋在地下并将埋桩连接到地下的方法,以一种简单,快速且低成本的方式建造高于垂直极限高度的挡土墙。固定部分。组成:将给定的地面部分固结,水平放置基础混凝土,同时将垂直穿刺的铁筋13埋入并固定在给定的铁筋通孔5和6中。然后,将L形混凝土块1的铁棒通孔5和6分别装配在铁棒13上,并通过组合推爪10和接收爪11以正常状态或反向状态接合以构成第一步。 。然后,在支柱3和背面的固定部4之间,在与壁形成部2相对应且壁宽为1/4左右的位置,填充垫层土,将第二台阶块1反过来设置。状态到第一步。通过强度计算来确定桩15的设置位置,将桩15和砌块1固定在地面上,并且将两者的铁杆16通过转向扣17牢固地夹紧。

著录项

  • 公开/公告号JPS586016B2

    专利类型

  • 公开/公告日1983-02-02

    原文格式PDF

  • 申请/专利权人 TERADA SANGYO KK;

    申请/专利号JP19800027023

  • 发明设计人 TERADA KINJI;

    申请日1980-03-03

  • 分类号E02D29/02;

  • 国家 JP

  • 入库时间 2022-08-22 11:30:21

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号