Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Weak axis fabricated joint of H-shaped steel beam and H-shaped steel column and construction method
The invention discloses a weak axis fabricated joint of an H-shaped steel beam and an H-shaped steel column and a construction method. The weak axis fabricated joint includes the H-shaped steel beam,the H-shaped steel column, a connector I and a connector II. The connector I is arranged at a connection position of a beam flange plate and a column web plate, the connector II is arranged at a connection position of the end of the beam flange plate and a column flange plate, the connector II is provided with an insertion groove I and insertion grooves II, the insertion groove I is vertically arranged and is connected with the column flange plate in a clamped mode, the insertion grooves II are horizontally arranged, the number of the insertion grooves II is two, and the insertion grooves II are connected with the beam flange plate in a clamped mode. The accessories required for the joint are all prefabricated in a factory, and the joints are constructed all by adopting high-strength boltfabricated connection; and the H-shaped steel beam is fixed to the web plate and the flange plate of the H-shaped steel column in a clamped mode through the cooperation of the connector I and the connector II, the stress range of the H-shaped steel column is dispersed, the mechanical performance of the H-shaped steel column is improved, the stability of the beam and column is improved, through thecooperation use of a positioning block on the connector II and a positioning groove in the H-shaped steel beam, fast positioning is achieved, the installation of the H-shaped steel beam is facilitated, and the installation efficiency is improved.
本发明公开了H型钢梁与H型钢柱弱轴装配式节点及施工方法，包括包括H型钢梁、H型钢柱、连接件一和连接件二，连接件一设于梁翼缘板与柱腹板连接处，连接件二设于梁翼缘板的端部与柱翼缘板连接处，连接件二设有插入槽一和插入槽二，插入槽一垂直设置且与柱翼缘板卡接，插入槽二水平设置且为两个与梁翼缘板卡接，该节点所需配件均在工厂预制，施工节点均采用高强度螺栓装配式连接；本发明通过连接件一与连接件二配合使得H型钢梁与H型钢柱腹板以及翼缘板卡接固定，分散H型钢柱所受应力范围，提高H型钢柱的受力性能，提高梁柱稳定性，通过连接件一上的定位块与H型钢梁上的定位槽配合使用，快速定位，方便H型钢梁的安装，提高安装效率。
Weak axis fabricated joint of H-shaped steel beam and H-shaped steel column and construction method
The invention discloses a weak axis fabricated joint of an H-shaped steel beam and an H-shaped steel column and a construction method. The weak axis fabricated joint includes the H-shaped steel beam,the H-shaped steel column, a connector I and a connector II. The connector I is arranged at a connection position of a beam flange plate and a column web plate, the connector II is arranged at a connection position of the end of the beam flange plate and a column flange plate, the connector II is provided with an insertion groove I and insertion grooves II, the insertion groove I is vertically arranged and is connected with the column flange plate in a clamped mode, the insertion grooves II are horizontally arranged, the number of the insertion grooves II is two, and the insertion grooves II are connected with the beam flange plate in a clamped mode. The accessories required for the joint are all prefabricated in a factory, and the joints are constructed all by adopting high-strength boltfabricated connection; and the H-shaped steel beam is fixed to the web plate and the flange plate of the H-shaped steel column in a clamped mode through the cooperation of the connector I and the connector II, the stress range of the H-shaped steel column is dispersed, the mechanical performance of the H-shaped steel column is improved, the stability of the beam and column is improved, through thecooperation use of a positioning block on the connector II and a positioning groove in the H-shaped steel beam, fast positioning is achieved, the installation of the H-shaped steel beam is facilitated, and the installation efficiency is improved.
本发明公开了H型钢梁与H型钢柱弱轴装配式节点及施工方法，包括包括H型钢梁、H型钢柱、连接件一和连接件二，连接件一设于梁翼缘板与柱腹板连接处，连接件二设于梁翼缘板的端部与柱翼缘板连接处，连接件二设有插入槽一和插入槽二，插入槽一垂直设置且与柱翼缘板卡接，插入槽二水平设置且为两个与梁翼缘板卡接，该节点所需配件均在工厂预制，施工节点均采用高强度螺栓装配式连接；本发明通过连接件一与连接件二配合使得H型钢梁与H型钢柱腹板以及翼缘板卡接固定，分散H型钢柱所受应力范围，提高H型钢柱的受力性能，提高梁柱稳定性，通过连接件一上的定位块与H型钢梁上的定位槽配合使用，快速定位，方便H型钢梁的安装，提高安装效率。
Weak axis fabricated joint of H-shaped steel beam and H-shaped steel column and construction method
H型钢梁与H型钢柱弱轴装配式节点及施工方法
SHEN HU (Autor:in) / SHEN LONG (Autor:in) / SHEN JIANDONG (Autor:in)
18.09.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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