首页> 外国专利> PC PC the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure of the precast concrete girder using the same

PC PC the rigid connection structure between the upper precast concrete column and the lower precast concrete column and the rigid connection structure of the precast concrete girder using the same

机译:PC PC上部预制混凝土柱和下部预制混凝土柱之间的刚性连接结构以及使用该结构的预制混凝土梁的刚性连接结构

摘要

The present invention pillar concrete 230; A lower pillar plate 270 installed on the pillar concrete 230; And a plurality of lower pillar reinforcing bars 210 embedded in the pillar concrete 230 so as to maintain a concrete coating thickness and being vertically reinforced and exposed through the lower pillar plate 270. Lower PC column 200; Pillar concrete 130; An upper pillar plate 170 installed below the pillar concrete 130; And a plurality of upper pillar reinforcement 110 embedded in the pillar concrete 130 to maintain the concrete coating thickness and vertically reinforcement and having a lower end exposed through the upper pillar plate 170. Upper PC column 100; Consists of including The pillar concrete 130 of the portion where the upper pillar reinforcement 110 is exposed is boxed out without contacting the upper pillar plate 170, so that an upper end of the lower pillar reinforcement 210 is the upper pillar plate ( When exposed through the 170, the box out 150 provides a strong joint coupling structure between the upper and lower PC columns, characterized in that the reinforcement of the upper column reinforcement 110 and the lower column reinforcement 210 is possible. . In addition, pillar concrete 230; A lower pillar plate 270 installed on the pillar concrete 230; And a plurality of lower pillar reinforcing bars 210 embedded in the pillar concrete 230 so as to maintain a concrete coating thickness and being vertically reinforced and exposed through the lower pillar plate 270. Lower PC column 200; Pillar concrete 130; An upper pillar plate 170 installed below the pillar concrete 130; And a plurality of upper pillar reinforcement 110 embedded in the pillar concrete 130 to maintain the concrete coating thickness and being vertically reinforced and having a lower end exposed to the lower portion of the pillar concrete 130. Pillar 100; Consists of including The pillar concrete 130 at the portion where the upper pillar reinforcement 110 is exposed is boxed out 150, and the upper pillar plate 170 is shorter in length than the lower pillar plate 270 and the upper pillar plate ( 170 is coupled to the inner column (IB) between the lower column plate 270, the upper end of the lower column reinforcement 210 is exposed through the lower column plate 270, the box out 150 In the upper column reinforcing bar 110 and the lower column reinforcing bar 210 provides a strong joint coupling structure between the upper and lower PC columns, characterized in that possible.
机译:本发明的支柱混凝土230;下部支柱板270安装在支柱混凝土230上。多个下部柱加强筋210埋设在柱混凝土230中,以保持混凝土涂层的厚度,并通过下部柱板270垂直地增强和暴露。支柱混凝土130;在支柱混凝土130的下方安装有上部支柱板170。多个上部支柱加强件110嵌入支柱混凝土130中,以保持混凝土涂层的厚度和垂直加强,并且其下端通过上部支柱板170暴露。由包括使上部支柱加强件110暴露的部分的支柱混凝土130装箱而没有接触上部支柱板170的方式装箱,使得下部支柱加强件210的上端是上部支柱板(当通过在图170中,箱体150在上PC柱和下PC柱之间提供了牢固的接头联接结构,其特征在于,上柱增强件110和下柱增强件210的增强是可能的。下部PC柱200;安装在柱混凝土230上的柱板270;以及嵌入在柱混凝土230中的多个下柱加强筋210,以保持混凝土涂层的厚度,并通过下柱板270竖直地加固和暴露。 ;支柱混凝土130;安装在支柱混凝土130下方的上支柱板170;以及嵌入多个上支柱加强件110 d。在支柱混凝土130中保持混凝土涂层的厚度并被垂直加固,并且其下端暴露于支柱混凝土130的下部。由在上支柱加强件110暴露的部分处包括支柱混凝土130装箱150,并且上支柱板170的长度短于下支柱板270的长度,并且上支柱板(170连接到支柱内柱(IB)位于下柱板270之间,下柱增强板210的上端通过下柱板270暴露,出箱150在上柱增强板110和下柱增强板210中提供上下PC柱之间的牢固的接头耦合结构,其特征在于可能。

著录项

  • 公开/公告号KR101995496B1

    专利类型

  • 公开/公告日2019-10-01

    原文格式PDF

  • 申请/专利权人 경희대학교 산학협력단;

    申请/专利号KR20170056276

  • 发明设计人 홍원기;황대진;

    申请日2017-05-02

  • 分类号E04B1/21;E04C3/34;E04C5/16;

  • 国家 KR

  • 入库时间 2022-08-21 11:48:17

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