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Column-beam connecting structure
The invention discloses a column-beam connecting structure. The column-beam connecting structure comprises a column body, an indirect steel bar and a beam. Steel plates are arranged on the periphery of the column body, and pouring materials are filled in the column body. The indirect steel bars penetrate through the column body and the steel plate and are connected with the outer wall of the steel plate through fasteners. One end of the beam is connected with the column body through indirect steel bars. And two groups of indirect steel bars are arranged on the column body in a vertically crossed and penetrating manner. The indirect steel bars arranged in the same direction are bundled through stirrups. The beam can be a reinforced concrete beam or a steel beam. The core concrete is used for solving the technical problems that the strength, ductility and shear bearing capacity of core concrete in an existing column-beam joint area are poor.
本申请公开了一种柱梁连接结构,包括:柱体、间接钢筋和梁。柱体外周围合有钢板,内部填充有浇筑材料。间接钢筋贯穿柱体和钢板设置,并通过紧固件与钢板外壁连接。梁,一端通过间接钢筋与柱体连接。间接钢筋包括垂直交叉穿设在柱体上的两组。同向设置的若干间接钢筋通过箍筋捆扎。梁可以是钢筋混凝土梁,也可以是钢梁。本申请用于解决现有的柱梁节点区核心混凝土的强度、延性和抗剪承载力较差的技术问题。
Column-beam connecting structure
The invention discloses a column-beam connecting structure. The column-beam connecting structure comprises a column body, an indirect steel bar and a beam. Steel plates are arranged on the periphery of the column body, and pouring materials are filled in the column body. The indirect steel bars penetrate through the column body and the steel plate and are connected with the outer wall of the steel plate through fasteners. One end of the beam is connected with the column body through indirect steel bars. And two groups of indirect steel bars are arranged on the column body in a vertically crossed and penetrating manner. The indirect steel bars arranged in the same direction are bundled through stirrups. The beam can be a reinforced concrete beam or a steel beam. The core concrete is used for solving the technical problems that the strength, ductility and shear bearing capacity of core concrete in an existing column-beam joint area are poor.
本申请公开了一种柱梁连接结构,包括:柱体、间接钢筋和梁。柱体外周围合有钢板,内部填充有浇筑材料。间接钢筋贯穿柱体和钢板设置,并通过紧固件与钢板外壁连接。梁,一端通过间接钢筋与柱体连接。间接钢筋包括垂直交叉穿设在柱体上的两组。同向设置的若干间接钢筋通过箍筋捆扎。梁可以是钢筋混凝土梁,也可以是钢梁。本申请用于解决现有的柱梁节点区核心混凝土的强度、延性和抗剪承载力较差的技术问题。
Column-beam connecting structure
一种柱梁连接结构
LIU BEN (Autor:in) / XIONG MINGXIANG (Autor:in) / RAO CAIJIN (Autor:in) / ZHOU PENG (Autor:in) / LI ZHIZHAO (Autor:in) / LIANG SHUAIFENG (Autor:in)
02.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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