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- PC PC the rigid connection structure between precast concrete column and precast concrete beam the construction method of rigid connection structure using the same

机译:-PC PC预制混凝土柱与预制混凝土梁之间的刚性连接结构,使用该刚性连接结构的施工方法

摘要

The present invention is applicable to a PC column including a column steel frame 110 exposed between a column top concrete 130 and a column lower concrete 140 and a column bracket 120 horizontally installed on an outer surface of the column steel frame 110 (100); A PC beam (200) comprising a beam concrete (232) and a beam steel frame (210) exposed at the upper end of the beam concrete; A column lower plate 162 installed below the column steel frame 110; A column top plate (166) installed on the column lower concrete (140) and having an end exposed to the outside of the column lower concrete (140); A filler plate 164 installed between the column lower plate 162 and the column upper plate 166; , / RTI A column steel joint plate 400 is installed under the column concrete 130 and the upper part of the column steel joint 110 is joined to the column steel joint plate 400, The lower end of the beam concrete 232 is mounted on the end of the column lower plate 162 and the column bracket 120 and the support frame 210 are coupled using a plate, The column lower plate 162 and the column upper plate 166 and the filler plate 164 are of the same size and the filler plate 164 is formed of a columnar reinforcing bar protruding to the lower portion of the column lower plate 162 And a column bottom reinforcing bar 170 protruding upward from the upper portion of the column upper plate 166. The column lower reinforcing bar 170 is formed so as not to interfere with the center reinforcing bar 172 and the center line Characterized by being bent, An inner bolt (IR) protrudes upwardly from the column top plate 166, The inner bolt IR penetrates the filler plate 164 and is fastened to the column lower plate 162 so that the inner bolt IR penetrates through the column upper plate 166 and the filler plate 164, The contact surfaces between the plates 162 are prevented from being separated from each other, and the vertical and horizontal loads are transmitted and the column top plate 166, the filler plate 164, and the column bottom plate 162 are generated The displacement is reduced, The column bracket 120, the support beam 210, and the column steel beam 110 are pushed together when the concrete (not shown) is poured to realize a strong joint. The steel-concrete hybrid PC And a method of constructing a rigid joint structure using the same.
机译:本发明适用于PC立柱,该PC立柱包括:在立柱顶部混凝土130与立柱下部混凝土140之间露出的立柱钢架110;以及水平安装在立柱钢架110的外表面上的立柱托架120(100)。一种PC梁(200),包括梁混凝土(232)和暴露在梁混凝土上端的梁钢框架(210);立柱下板162安装在立柱钢架110的下方。立柱顶板(166),其安装在立柱下部混凝土(140)上,并且其端部暴露于立柱下部混凝土(140)的外部;填充板164安装在柱下板162和柱上板166之间;在柱混凝土130的下方安装有柱钢接合板400,柱钢接合部110的上部与柱钢接合板400接合,梁混凝土232的下端安装在柱状混凝土232的下方。立柱下板162的端部与立柱托架120和支撑框架210使用板连接,立柱下板162和立柱上板166以及填充板164的尺寸相同,填充板164为柱状下部加强杆170由从柱状下部板162的下部突出的柱状加强筋和从柱状上板166的上部向上方突出的柱状底部加强筋170形成。具有中心钢筋172和中心线的特征在于弯曲,内部螺栓(IR)从柱顶板166向上突出,内部螺栓IR穿透填充板164并固定到柱上下部板162,以便内部螺栓IR穿过柱上板166和填充板164,防止了板162之间的接触面彼此分离,并且传递了垂直和水平载荷,并且柱顶产生板166,填充板164和柱底板162。减小位移,当将混凝土(未示出)倒入时,将柱托架120,支撑梁210和柱钢梁110推到一起。实现牢固的联合。钢-混凝土混合动力PC以及使用该PC构造刚性接头结构的方法。

著录项

  • 公开/公告号KR101844344B1

    专利类型

  • 公开/公告日2018-05-15

    原文格式PDF

  • 申请/专利权人 경희대학교 산학협력단;

    申请/专利号KR20160048398

  • 发明设计人 홍원기;김선국;

    申请日2016-04-20

  • 分类号E04B1/30;E04B1/19;E04B1/58;E04C3/293;E04C3/36;

  • 国家 KR

  • 入库时间 2022-08-21 12:38:08

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