公开(公告)号：KR101042404B1

公开(公告)日：2011-06-17

申请号：KR1020100004971

申请日：2010-01-20

Applicant: (주)대들보구조안전기술단

Inventor： 박형권

IPC: E04H9/02 ,  E04B1/58 ,  E04B1/98

CPC classification number: E04H9/021 ,  E04B1/30 ,  E04B1/40 ,  E04B1/98

Abstract: PURPOSE: A dry type seismic reinforcement structure of a reinforced concrete column-beam joint is provided to have excellent energy dissipation capacity relatively by increasing energy emission of a seismic reinforcement structure, and to improve shear resistance by decreasing shear strain. CONSTITUTION: A dry type seismic reinforcement structure of a reinforced concrete column-beam joint comprises a first L-section steel(10) installed to a part where the top of a beam makes contact with a column(1), a second L-section steel(12) installed to a part where the bottom of the beam makes contact with the column, a haunch reinforcement member installed to connect the second L-section steels with each other, a first steel plate(16) installed to the surface of the column against the first L-section steel, a second steel plate(18) installed to the surface of the column against the second L-section steel, and a bolt(20) binding the first L-section steel and the first steel plate, the second L-section steel and the second steel plate, and, the first L-section steel and the second L-section steel respectively.

Abstract translation: 目的：提供一种钢筋混凝土柱梁接头的干式抗震加固结构，通过增加抗震加固结构的能量排放，相对地具有优异的能量消耗能力，并通过减小剪切应力来提高抗剪强度。 构成：钢筋混凝土柱梁接头的干式抗震加固结构包括：第一L型钢（10），其安装在梁的顶部与柱（1）接触的部分，第二L段 安装在梁的底部与柱接触的部分的钢（12），安装成将第二L型钢彼此连接的加强件，安装在第一钢板表面上的第一钢板（16） 相对于第一L型钢的柱，相对于第二L型钢安装到列的表面的第二钢板（18）以及结合第一L型钢和第一钢板的螺栓（20） 第二L型钢和第二钢板，以及第一L型钢和第二L型钢。

公开(公告)号：KR101942855B1

公开(公告)日：2019-04-17

申请号：KR1020180064689

申请日：2018-06-05

Applicant: (주)대들보구조안전기술단 ,  군산대학교산학협력단

Inventor： 박형권 ,  박태준 ,  이영욱 ,  박정아

IPC: E04H9/02 ,  E04G23/02