公开(公告)号：KR1020110083449A

公开(公告)日：2011-07-20

申请号：KR1020100030125

申请日：2010-04-01

Applicant: 서울대학교산학협력단

Inventor： 이철호 ,  김승원 ,  김진원

IPC: E02D29/045 ,  E04B5/43

CPC classification number: E02D29/045 ,  E02D2200/1685 ,  E02D2250/0023 ,  E02D2300/0029 ,  E04B5/43

Abstract: PURPOSE: A structure and a construction method of connection between a circular CFT(Concrete Filled Steel Tubular) column and an RC(Reinforced Concrete) flat plate for top-down construction are provided to securely connect a circular CFT column and an RC flat plate in construction of an underground layer using top-down construction method. CONSTITUTION: A structure of connection between a circular CFT column and an RC flat plate for top-down construction comprises a fixing band and a jacket member. The fixing band is integrally installed on the exterior of a CFT column(10) in the location where the CFT column and a flat plate(30) are connected. The jacket member comprises a first shear head jacket and a second shear head jacket and is assembled to surround the CFT column. The first and second shear head jackets include a bearing band supported by the fixing band and a shear head(3) which is made of a beam member extended to the exterior of the CFT column.

Abstract translation: 目的：提供圆形CFT（混凝土填充钢管）柱和用于自顶向下构造的RC（钢筋混凝土）平板之间的连接结构和构造方法，以牢固地连接圆形CFT柱和RC平板 使用自顶向下施工法建造地下层。 构成：用于自顶向下构造的圆形CFT柱和RC平板之间的连接结构包括固定带和夹套构件。 在CFT柱和平板（30）连接的位置，固定带一体地安装在CFT柱（10）的外部。 护套构件包括第一剪切头护套和第二剪切头护套，并且组装成围绕CFT柱。 第一和第二剪切头夹套包括由固定带支撑的轴承带和由延伸到CFT柱的外部的梁构件制成的剪切头（3）。