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SHIELD LINING SEGMENT, SHIELD LINING STRUCTURE, AND METHOD OF CONSTRUCTING SHIELD LINING STRUCTURE

机译:盾构衬砌段,盾构衬砌结构以及构造盾构衬砌结构的方法

摘要

PROBLEM TO BE SOLVED: To provide a shield lining segment which exerts excellent rigidity to stress applied to a joint connecting the segments in a tunnel axial direction or concrete around the joint, and bending moment imposed by a shield jack during construction work, even if the width thereof in the tunnel axial direction is extended, and to provide a shield lining structure and a method of assembling the shield lining structure.;SOLUTION: The shield lining segment 1 is formed of: steel pipes 10 penetrating both edges of the segment 1 in the tunnel axial direction; and the joints 12 arranged at both edges of each steel pipe 10 for connecting the steel pipes 10 of the respective segments 1 adjacent to each other in the tunnel axial direction.;COPYRIGHT: (C)2007,JPO&INPIT
机译:要解决的问题:提供一种屏蔽衬砌段,该衬砌段可对施加在沿隧道轴向连接这些段的接缝上的应力或在接缝周围的混凝土施加优异的刚度,以及在施工过程中屏蔽千斤顶施加的弯矩,即使延长其在隧道轴向上的宽度,以提供屏蔽衬里结构和组装该屏蔽衬里结构的方法。解决方案:屏蔽衬里段1由穿透该段1的两个边缘的钢管10形成。隧道轴向接头12设置在每根钢管10的两个边缘处,以在隧道轴向上连接各段1的钢管10。COPYRIGHT:(C)2007,JPO&INPIT

著录项

  • 公开/公告号JP2007224570A

    专利类型

  • 公开/公告日2007-09-06

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP20060045873

  • 发明设计人 KANAI MAKOTO;HAYASHI SEITAKU;

    申请日2006-02-22

  • 分类号E21D11/04;

  • 国家 JP

  • 入库时间 2022-08-21 21:13:06

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