首页> 外国专利> RAHMEN BRIDGE USING ANCHOR AND GIRDER COUPLING CASING, AND CONSTRUCTION METHOD THEREOF

RAHMEN BRIDGE USING ANCHOR AND GIRDER COUPLING CASING, AND CONSTRUCTION METHOD THEREOF

机译:拉锚桥与梁联结套管的桥及其构造方法

摘要

Provide are an economical Rahmen bridge and a construction method thereof, wherein the Rahmen bridge can reduce the size of a base as compared to a strong connecting method and reduce the material amount of a central girder as compared to a hinge connecting method by using a new connecting method of generating only positive moment by the girder weight and generating negative moment to a corner with respect to upper concrete pouring load and load after synthesis. According to the prevent invention, the construction method of a Rahmen bridge using an anchor and girder coupling casing comprises: a step (a) of constructing both walls to be an abutment or pier by primarily placing concrete and at the same time, installing a girder coupling casing, a casing through anchor inserted into and passing through the girder coupling casing, and a wall connecting anchor positioned close to the girder coupling casing, which are embedded in upper portions of the corresponding walls, respectively; a step (b) of mounting negative moments girders installed with a vertically embedded steel, a support member, and a rear bracket in each of the primarily placed walls, respectively, and loosely fastening a clearance adjustment nut to the casing through anchor and the wall connecting anchor to generate clearance of the clearance adjustment nut; a step (c) of connecting and assembling a positive moment girder between the negative moment girders of both sides to generate a rotational displacement on the negative moment girders of both sides by the girder weight; a step (d) of strongly connecting the negative moment girders and the walls by placing a filling concrete into the girder connecting casing and curing the same after separately removing the clearance generated after the rotational displacement by fastening the clearance adjustment nut; and a step (e) of constructing a floor slab by placing an upper concrete to the negative moment girders and the positive moment girder and curing the same.;COPYRIGHT KIPO 2020
机译:提供一种经济的拉门桥及其施工方法,其中,拉门桥与坚固的连接方法相比,可以减小基座的尺寸,与使用新的铰链连接方法相比,可以减少中央梁的材料量。相对于上部混凝土的浇筑载荷和合成后的载荷,仅通过梁的重量产生正力矩,并在转角产生负力矩的连接方法。根据本发明,使用锚固和大梁连接壳体的拉赫曼桥的施工方法包括:步骤(a),首先通过放置混凝土,同时安装大梁,将两壁构造成桥台或墩。联结套管,分别插入并穿过大梁联结套管的通过锚固的套管,和靠近大梁联结套管设置的壁连接锚钉,分别埋设在相应壁的上部。步骤(b):将负力矩梁安装在垂直放置的钢,支撑构件和后支架上,分别安装在每个最初放置的壁中,并通过锚固件和壁将间隙调节螺母宽松地紧固至壳体连接锚以产生间隙调节螺母的间隙;步骤(c),将正负弯矩梁连接并组装在两侧的负弯矩梁上,以通过梁的重量在两侧的负弯矩梁上产生旋转位移;步骤(d):通过将填充混凝土放入梁连接壳体中,使负弯矩梁与墙壁牢固连接,并通过紧固间隙调节螺母分别去除旋转位移后产生的间隙,然后将其固化。 (e)通过在负弯矩梁和正弯矩梁上放置上部混凝土并对其进行固化来建造楼板的步骤; COPYRIGHT KIPO 2020

著录项

  • 公开/公告号KR102115704B1

    专利类型

  • 公开/公告日2020-05-26

    原文格式PDF

  • 申请/专利权人 S AND C INDUSTRY CO. LTD.;

    申请/专利号KR20190107443

  • 发明设计人 LEE DAE HO;

    申请日2019-08-30

  • 分类号E01D2;E01D101/26;

  • 国家 KR

  • 入库时间 2022-08-21 11:04:36

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