首页> 外国专利> PC PC PC SRC the connection structure between wall type precast concrete upper column and wall type precast concrete lower column the SRC connection structure between wall type precast concrete column and precast concrete beam using the same

PC PC PC SRC the connection structure between wall type precast concrete upper column and wall type precast concrete lower column the SRC connection structure between wall type precast concrete column and precast concrete beam using the same

机译：PC PC PC SRC墙式预制混凝土柱与墙式预制混凝土下柱之间的连接结构SRC墙式预制混凝土柱与预制混凝土梁之间的连接结构

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摘要

In order to solve the above-mentioned technical problems, the present invention is for horizontally expanding an existing structure 1000 including a conventional wall W and a conventional slab S,And a PC beam 200 having a bottom end plate 230 coupled to one end of a U-shaped beam concrete,And the lower end plate 230 is anchored at an intersection of the existing wall W and the existing slab S, so that the pin joining operation is performed, and the hybrid raman PC beam connection structure and the construction method thereof are provided do.And,The upper end of the lower end plate 230 is bent to form a slab mounting plate 240,Wherein the slab mounting plate (240) is anchored to the upper portion of the existing slab (S), and provides a hybrid raman PC beam connection structure and a construction method thereof for horizontal extension.together,Shaped upper and lower column plates 1110 and 1120 are provided on the upper and lower sides, respectively, and are surrounded by a concrete having a cross-section of a cross shape, Two truncated PC columns 1100;A cross-shaped cross-shaped filler plate 1400 provided between two cross-shaped PC columns 1100 vertically disposed on the upper and lower portions;, /RTI The upper main shaft 1102 of the column of the cross-shaped PC column 1100 is bent and fastened to the column upper plate 1110 with a nut,The lower main shaft 1104 of the column of the cross-shaped PC column 1100 is vertically fastened to the column lower plate 1120 with a nut,And the nut of the column top plate 1110 and the nut of the column bottom plate 1120 are inserted into the nut holes of the cross-shaped pillow plate 1400 with a different center line from each other. Structure, a RC structure of wall PC column and PC beam using it.Also,Shaped upper and lower column plates 1110 and 1120 are provided on the upper and lower sides, respectively, and surrounded by a concrete having a cross-section of a cross shape, and two vertically Shaped PC column 1100 spaced apart from the lower end of the concrete and the column lower plate 1120 and connected to the center by a truss-shaped step steel frame 2100;A column bracket 3000 installed on four surfaces of the truss-shaped step steel frame 2100;A cross-shaped cross-shaped filler plate 1400 provided between two cross-shaped PC columns 1100 vertically disposed on the upper and lower portions;, /RTI The upper main shaft 1102 of the column of the cross-shaped PC column 1100 is bent and fastened to the column upper plate 1110 with a nut,The lower main shaft 1104 of the column of the cross-shaped PC column 1100 is vertically fastened to the column lower plate 1120 with a nut,And the nut of the column top plate 1110 and the nut of the column bottom plate 1120 are inserted into the nut holes of the cross-shaped pillow plate 1400 with a different center line from each other. Structure, and the SRC coupling structure of the PC type PC wall and the PC beam.;

机译：为了解决上述技术问题，本发明用于水平扩展包括传统的壁W和传统的平板S的现有结构1000，以及具有耦接至底板的一端的底端板230的PC梁200。 U形梁混凝土，将下端板230锚固在既有墙W与已有平板S的交点处，进行销钉连接操作，混合拉曼PC梁连接结构及其施工方法并且，下端板230的上端弯曲以形成板安装板240，其中板安装板（240）被锚固到现有板（S）的上部，并提供混合拉曼PC梁连接结构及其水平延伸的施工方法。在上下两侧分别设有成形的上下柱板1110和1120，并由混凝土罩围住在横截面中，横截面为两个截断的PC柱1100;在两个垂直放置在上部和下部的十字形PC柱1100之间提供一个十字形的十字形填充板1400;十字形PC立柱1100的立柱的上主轴1102用螺母弯曲并固定在立柱上板1110上，十字形PC立柱1100的立柱的下主轴1104垂直固定在立柱上。柱下板1120用螺母，柱上板1110的螺母和柱下板1120的螺母以彼此不同的中心线插入十字形枕板1400的螺母孔中。结构，壁式PC柱的RC结构和使用PC的PC梁。此外，上下柱形的平板1110和1120分别设置在上下两侧，并由横截面为十字形的混凝土包围形状，和两个垂直成形的PC柱1100，与混凝土下端和柱下板1120隔开，并通过桁架形阶梯钢框架2100连接到中心;柱架3000安装在桁架的四个表面上形状的阶梯形钢框架2100;在两个垂直设置在上部和下部的十字形PC柱1100之间设置的十字形十字形填充板1400 ;，该钢柱的上主轴1102将十字形PC柱1100弯曲并用螺母固定在柱上板1110上，将十字形PC柱1100的柱的下部主轴1104用螺母垂直地固定在柱下板1120上，色谱柱顶板的螺母1 110和柱底板1120的螺母以彼此不同的中心线插入十字形枕板1400的螺母孔中。 PC型PC墙和PC梁的结构以及SRC耦合结构。

著录项

公开/公告号KR101795434B1

专利类型
公开/公告日2017-11-10

原文格式PDF
申请/专利权人 경희대학교 산학협력단;
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申请/专利号KR20150164974
发明设计人 홍원기;
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申请日2015-11-24
分类号E04B1/20;E04B1/19;E04B1/21;E04B1/41;
国家 KR
入库时间 2022-08-21 13:24:33

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