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TUNNEL INVERT CONSTRUCTION METHOD AND PRECAST PLATE USING FOR TUNNEL INVERT

机译:隧道倒装施工方法及隧道倒装预制板的应用

摘要

To prevent stress from concentrating at a connecting portion.SOLUTION: In a tunnel invert construction method in which the invert 5 made of concrete is provided at the bottom portion of the tunnel 1, a plurality of precast plates 6, 7 having a shape obtained by dividing the invert 5 in the width direction other than the center in the width direction of the invert 5 is formed, and the plurality of precast plates 6, 7 is installed with being connected each other in the portion except the center in the width direction of the tunnel 1. As the invert 5 of the tunnel 1, the excellent invert 5 in strength can be constructed by dividing at the position except the center in the width direction so that the bending moment is maximized. Also, since the connection points K, K between the precast plates 6, 7 adjacent in the width direction are different in the precast plates 6, 7 adjacent in the length direction of the tunnel 1, as the connection points K, K are not continuous in the tunnel length direction, stress concentration on the connection points K, K can be avoided.SELECTED DRAWING: Figure 1
机译:为了防止应力集中在连接部分。解决方案:在隧道倒置施工方法中,在隧道1的底部设置混凝土制成的倒置5,多个预制板6、7的形状为形成在除逆变器5的宽度方向上的中心以外的宽度方向上划分逆变器5的结构,并且多个预制板6、7被安装成彼此连接,该预制板6、7在除逆变器5的宽度方向上的中心之外的部分中彼此连接。作为隧道1的倒置部5,通过在宽度方向的中央以外的位置上进行分割,从而能够使弯矩最大,从而能够构成强度优异的倒置部5。此外,由于在宽度方向上相邻的预制板6、7之间的连接点K,K在沿隧道1的长度方向上相邻的预制板6、7之间是不同的,因为连接点K,K不连续。在隧道长度方向上,可以避免应力集中在连接点K,K上。

著录项

  • 公开/公告号JP2019157397A

    专利类型

  • 公开/公告日2019-09-19

    原文格式PDF

  • 申请/专利权人 NIHON SAMICON CO LTD;

    申请/专利号JP20180041924

  • 发明设计人 SAKUMA MASUMI;OGURO KATSUYUKI;

    申请日2018-03-08

  • 分类号E21D11/08;E21D11/04;E21D9/01;

  • 国家 JP

  • 入库时间 2022-08-21 12:25:18

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