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CONSTRUCTION METHOD OF A SEGMENTAL PRECAST CONCRETE ARCHED TUNNEL WITH HINGES

机译:带铰链的分段预应力混凝土拱形隧道的施工方法

摘要

PURPOSE: A construction method of a precast concrete arch tunnel having a hinge joint is provided to dissolve the partial stress concentration on a hinge joint and to apply more stably by minimizing the tolerance occurred while manufacturing and assembling a hinge joint. CONSTITUTION: A construction method of a precast concrete arch tunnel having a hinge joint comprises the steps of: manufacturing a pair of side wall members(10), a ceiling member(20) and a hinge joint, and moving to a job site; coupling a play formation material(110), which form a space for rotating two joint surfaces smoothly, to a joint surface of the hinge joint formed on one of the side wall members or the ceiling member; applying a surface formation material(120) on a joint surface, which is not coupled with a play formation material, among the joint surface of the side wall members or the joint surface of the ceiling member; and putting the ceiling member on a pair of the side wall members and hardening the surface formation material in the corresponded shape to the play formation materials, and then removing the surplus surface formation material extruded to the outside of the hinge joint.
机译:目的:提供一种具有铰链接头的预制混凝土拱形隧道的施工方法,以消除铰链接头上的局部应力集中,并通过最小化在制造和组装铰链接头时出现的公差来更稳定地施加应力。构成:一种具有铰链接头的预制混凝土拱形隧道的施工方法,包括以下步骤:制造一对侧壁构件(10),顶棚构件(20)和铰链接头,并移至施工现场;将形成用于平滑地旋转两个接合面的空间的游隙形成材料(110)耦接到形成在侧壁构件或顶棚构件之一上的铰链接合的接合表面;在侧壁构件的接合面或顶棚构件的接合面中,在未与游隙形成材料结合的接合面上涂布表面形成材料(120)。将顶棚构件放在一对侧壁构件上,并且使表面形成材料以与游隙形成材料相对应的形状硬化,然后去除挤出到铰链接头外部的多余的表面形成材料。

著录项

  • 公开/公告号KR101040437B1

    专利类型

  • 公开/公告日2011-06-09

    原文格式PDF

  • 申请/专利权人 INTERCONSTEC CO. LTD.;

    申请/专利号KR20110032037

  • 发明设计人 AHN JEONG SAENG;

    申请日2011-04-07

  • 分类号E21D11/08;E04G21/12;

  • 国家 KR

  • 入库时间 2022-08-21 17:50:11

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