首页> 外国专利> Method of construction of preceding element of underground continuous wall and method of construction of underground continuous wall and construction machine of preceding element of underground continuous wall

Method of construction of preceding element of underground continuous wall and method of construction of underground continuous wall and construction machine of preceding element of underground continuous wall

机译:地下连续墙先行单元的施工方法,地下连续墙先行单元的施工方法及施工机械

摘要

PROBLEM TO BE SOLVED: To provide a construction method for a preceding element of an underground continuous wall, a construction method for the underground continuous wall, and a construction device for the preceding element that enable precision cutting by a cutting machine, without exposing a reinforcement cage inside.SOLUTION: A construction method includes the following steps for: erecting a reinforcement cage R in an installation hole H1 by fitting a plurality of first guide members 1 on an inner side of the reinforcement cage R, fitting a second guide member 2 at a bottom edge of the reinforcement cage R, placing a wire 3 having a hose 5 fitted on a rear side along an outside of a side surface RS1 and others of the reinforcement cage R from a top edge to the bottom edge, and pulling out a tip of the wire 3 from the top edge of the reinforcement cage R through the second guide member 2 and the plurality of the first guide members 1; placing the hose 5 on the outside of the side surface RS1 and others from the top edge to the bottom edge of the reinforcement cage while pulling up the wire 3 further, and filling a lean-mix grout material 7; and casting concrete 8 in the installation hole H1 and installing the preceding element 100 having a cutting area 100a.SELECTED DRAWING: Figure 4
机译:解决的问题:提供一种能够在不暴露钢筋的情况下通过切割机进行精确切割的地下连续墙的前构件的施工方法,地下连续墙的施工方法以及该前构件的施工装置。解决方案:一种施工方法包括以下步骤:通过在加强笼R的内侧安装多个第一导向件1,在安装孔H1中竖立加强笼R,在第二加强件R2处安装第二导向件2。在加强笼R的底边缘上,从顶部边缘到底边缘沿着后侧RS1的侧面RS1等的外侧配置电线3,该电线3具有安装在后侧的软管5。导线3的末端从加强笼R的顶部边缘穿过第二引导构件2和多个第一引导构件1。将软管5从加强笼的顶部边缘到底部边缘从侧面RS1等的外侧放置,同时进一步拉起线3,并填充稀混合的灌浆材料7;将混凝土8浇铸在安装孔H1中,并安装具有切割区域100a的先前元素100。

著录项

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