首页> 外国专利> RIGID JOINT STRUCTURE BETWEEN THE PRECAST CONCRETE COLUMN AND THE LONG-SPAN PRECAST CONCRETE GIRDER, AND THE CONSTRUCTION METHOD USING THE EXTENSION PRECAST CONCRETE BRACKET

RIGID JOINT STRUCTURE BETWEEN THE PRECAST CONCRETE COLUMN AND THE LONG-SPAN PRECAST CONCRETE GIRDER, AND THE CONSTRUCTION METHOD USING THE EXTENSION PRECAST CONCRETE BRACKET

机译:预制混凝土柱和大跨度预制混凝土梁之间的刚性接缝结构,以及使用延伸预制混凝土支架的施工方法

摘要

The present invention relates to a structure in which a long-span PC girder is rigidly joined to a PC column and a construction method for constructing the same. It is located on the opposite side of the contact surface and the column contact surface and is connected to the PC girder and consists of a first upper contact vertical surface, a lower contact surface, and a L-shaped cross section each having a first lower contact surface, and is placed on the upper surface of the mounting bracket. , The PC girder has a trench with an open upper portion and inner walls formed at both ends in the longitudinal direction, and both ends of the PC girder have a second upper contact vertical surface and a second upper contact surface corresponding to the L-shaped cross-section of the extended PC bracket. It is characterized in that it has a L-shaped cross section each having a lower vertical surface, and is connected to the extended PC bracket to form a long-span PC girder. Long span can be promoted while minimizing the
机译:本发明涉及一种大跨度PC梁与PC柱刚性连接的结构及其施工方法。它位于接触面和立柱接触面的另一侧,与PC梁相连,由第一上接触垂直面、下接触面和L形横截面组成,每个横截面具有第一下接触面,并放置在安装支架的上表面上,所述PC梁具有沟槽,所述沟槽具有开口的上部和在纵向上的两端形成的内壁,并且所述PC梁的两端具有第二上接触垂直面和对应于所述延伸PC支架的L形横截面的第二上接触面。其特征在于,其具有L形横截面,每个横截面具有较低的垂直表面,并与延伸PC支架连接以形成大跨度PC梁。在最大限度地降低成本的同时,可以促进长跨度

著录项

  • 公开/公告号KR102365100B1

    专利类型

  • 公开/公告日2022-02-21

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020200100278

  • 发明设计人 정광량;우운택;박정우;

    申请日2020-08-11

  • 分类号E04B1/22;E04B1/58;E04C5/08;

  • 国家 KR

  • 入库时间 2022-08-24 23:49:47

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