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Support structure and covering works manner null of covering works

机译:支撑结构及掩护工程方式掩护工程无效

摘要

PROBLEM TO BE SOLVED: To provide a support structure of a lining plate and a lining method capable of reducing a previous excavating quantity.;SOLUTION: This support structure improves a structure for placing the lining plate 8 on a receiving beam 7 by placing the receiving beam 7 at a prescribed interval in the lateral direction on a beam seat 6 by arranging the beam seat 6 in the direction of an excavated groove 1 on the upper left and right both sides of an excavation work position under a road surface. That is, in this method, the beam seat 6 has an angle-shaped cross-sectional part so as to place an end part of the receiving beam 7 along an end surface and an end part under surface of the receiving beam 7, and is placed and arranged on the ground 2 under the vicinity of the excavated road surface. A vertical piece part 6a of the angle-shaped cross-sectional part of the beam seat 6 constitutes an earth retaining wall to the receiving beam 7 side under the vicinity of the road surface, and the vertical piece part 6a of the angle-shaped cross- sectional part of the beam seat 6 also serves as a regulating plate for regulating a lateral movement of the lining plate 8 placed on the receiving beam 7. In this lining method, lining work is performed before construction and excavating work of the earth retaining wall 4 caused by excavating work.;COPYRIGHT: (C)2002,JPO
机译:解决的问题:提供一种能够减少先前的挖掘量的衬板的支撑结构和衬板方法。解决方案:该支撑结构改进了用于通过将容纳部放置在接收梁7上而将衬板8放置在容纳梁7上的结构。通过将梁座6沿挖掘槽1的方向布置在路面下的挖掘工作位置的左上和右上两侧,在横向上以预定间隔在梁座6上布置梁7。即,在该方法中,梁座6具有角形的横截面部分,以使接收梁7的端部沿着接收梁7的端面和端部下表面放置,并且放置并布置在开挖路面附近的地面2上。梁座6的角形截面部分的竖直件部分6a在路面附近构成到接收梁7侧的挡土墙,而角形的横截面的竖直件6a构成挡土墙。 -梁座6的截面部分还用作调节板,用于调节放置在接收梁7上的衬板8的横向运动。在这种衬砌方法中,衬砌工作在土方挡土墙的施工和开挖工作之前进行4由挖掘工作引起。;版权所有:(C)2002,日本特许厅

著录项

  • 公开/公告号JP3450294B2

    专利类型

  • 公开/公告日2003-09-22

    原文格式PDF

  • 申请/专利权人 新日本工業株式会社;

    申请/专利号JP20000378579

  • 发明设计人 小林 盛;

    申请日2000-12-13

  • 分类号E01C9/10;

  • 国家 JP

  • 入库时间 2022-08-22 00:22:33

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