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METHOD FOR CONSTRUCTING JOINT BETWEEN PRECAST GIRDER AND PRECAST BEAM

机译:预制梁与预制梁连接处的构造方法

摘要

The present invention both sides of the girder in the construction method of building structures for joining the precast girder and precast beam as enshrined in the beam connects the center of the beam and reinforced on both sides by pouring concrete reinforcement at the top, so to jucheolgeun a construction joint to relieve the structural instability of the joint and lower excess reinforcement rebar to no shrinkage mortar (Mortar) to the junction The construction method was improved by reducing the cost and closing ensure the stability of the beam structure and relates to a precast girders and the joint of the precast beam construction method that can reduce the air (2) (2 ') of which the junction region girder (1) form a groove (3) on the top, but the lateral cutting edge portion inclined to the beam (2) on the upper sides of the groove (3) (2 ') and placed on both sides of the seating beam 2 ( 'central reinforcement) (4) (4' 2) by bending the longitudinal direction of the girder (1) reinforcement (9) (9 'connected to the reinforcement) and the girder (1) and the beam (2) (2') bottom is finished with caulking joints (5) (5 ') and the upper jucheolgeun (6) joint construction of precast girders and precast beam comprising a step of curing by pouring concrete reinforcement way to the top is.
机译:本发明的梁的两侧在用于连接预制梁和预制梁的建筑结构的建造方法中,如通过束缚将梁的中心连接并在两侧通过在顶部浇注混凝土钢筋来加固梁而形成,减轻连接处结构不稳定性的施工缝,减少多余的钢筋至结点处没有收缩砂浆(Mortar)。通过降低成本和封闭确保梁结构的稳定性来改进施工方法,并且涉及预制梁预制梁构造方法的接头,该接头可以减少接合区域大梁(1)的空气(2)(2')在顶部形成凹槽(3),但侧向切削刃部分相对于梁倾斜(2)在槽(3)(2')的上侧上并通过弯曲大梁(1)的方向放在座椅横梁2的两侧(“中央加强件(4)(4'2)”) )钢筋(9)(9'连接到钢筋)和大梁(1)和梁(2)(2')底部完成了嵌缝(5)(5')和上部jucheolgeun(6)接头的构造预制梁和预制梁的结构包括通过向顶部浇筑混凝土加固方式进行固化的步骤。

著录项

  • 公开/公告号KR100567271B1

    专利类型

  • 公开/公告日2006-04-03

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20040029500

  • 发明设计人 홍종규;황진원;

    申请日2004-04-28

  • 分类号E01D2;

  • 国家 KR

  • 入库时间 2022-08-21 21:24:04

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