Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for connecting load-bearing steel bar and stiff steel reinforced column in stiff structure
The invention relates to the technical field of building construction, in particular to a method for connecting a stressed steel bar and a stiff steel reinforced column in a stiff structure, which is simple and convenient to operate and has few construction procedures, so that the construction period is shortened, and the cost is reduced. The lap joint plates are connected with part of the steel bars, the other part of the steel bars penetrate through the web of the steel reinforced column, the requirement that angle ribs meeting the design requirement must be through is met, no vertical connecting plate is arranged between the upper lap joint plate and the lower lap joint plate, reserved holes for concrete column stirrups in the web of the short steel beam when the short steel beam is adopted for connection are omitted, and the stirrups can penetrate through the lap joint plates. The stirrup does not need to be broken into a U shape or an L shape, the rebar working procedure is simplified, site construction is convenient, simple and rapid, the connection method is also suitable for welding H-shaped steel reinforced columns, circular tube steel reinforced columns, box-shaped steel reinforced columns, cross-shaped steel reinforced columns and connection of special-shaped steel reinforced columns and rebars, and the problem that an arc-shaped contact face sleeve and a special-shaped contact face sleeve are difficult to weld is solved. The construction difficulty is reduced, and the construction quality can be ensured.
本发明涉及建筑施工技术领域，具体是一种用于劲性结构中受力钢筋与劲性钢骨柱连接的方法,操作简便，施工工序少，从而缩短工期，降低成本。通过搭接板与部分钢筋连接，使另一部分钢筋贯穿钢骨柱腹板，符合设计要求的角筋必须贯通的要求，上下两层搭接板之间没有竖向连接板，省略了采用短钢梁连接时在短钢梁腹板上给混凝土柱箍筋的预留孔，箍筋可以在搭接板之间穿过，不用把箍筋断开做成U型或者L型，简化钢筋工序，现场施工方便简单快捷，此种连接方法同样适用于焊接H型钢骨柱，圆管钢骨柱，箱型钢骨柱，十字型钢骨柱，及异形钢骨柱与钢筋的连接，避免了遇到弧形接触面和异形接触面套筒焊接困难的问题。降低了施工难度，能保证施工质量。
Method for connecting load-bearing steel bar and stiff steel reinforced column in stiff structure
The invention relates to the technical field of building construction, in particular to a method for connecting a stressed steel bar and a stiff steel reinforced column in a stiff structure, which is simple and convenient to operate and has few construction procedures, so that the construction period is shortened, and the cost is reduced. The lap joint plates are connected with part of the steel bars, the other part of the steel bars penetrate through the web of the steel reinforced column, the requirement that angle ribs meeting the design requirement must be through is met, no vertical connecting plate is arranged between the upper lap joint plate and the lower lap joint plate, reserved holes for concrete column stirrups in the web of the short steel beam when the short steel beam is adopted for connection are omitted, and the stirrups can penetrate through the lap joint plates. The stirrup does not need to be broken into a U shape or an L shape, the rebar working procedure is simplified, site construction is convenient, simple and rapid, the connection method is also suitable for welding H-shaped steel reinforced columns, circular tube steel reinforced columns, box-shaped steel reinforced columns, cross-shaped steel reinforced columns and connection of special-shaped steel reinforced columns and rebars, and the problem that an arc-shaped contact face sleeve and a special-shaped contact face sleeve are difficult to weld is solved. The construction difficulty is reduced, and the construction quality can be ensured.
本发明涉及建筑施工技术领域，具体是一种用于劲性结构中受力钢筋与劲性钢骨柱连接的方法,操作简便，施工工序少，从而缩短工期，降低成本。通过搭接板与部分钢筋连接，使另一部分钢筋贯穿钢骨柱腹板，符合设计要求的角筋必须贯通的要求，上下两层搭接板之间没有竖向连接板，省略了采用短钢梁连接时在短钢梁腹板上给混凝土柱箍筋的预留孔，箍筋可以在搭接板之间穿过，不用把箍筋断开做成U型或者L型，简化钢筋工序，现场施工方便简单快捷，此种连接方法同样适用于焊接H型钢骨柱，圆管钢骨柱，箱型钢骨柱，十字型钢骨柱，及异形钢骨柱与钢筋的连接，避免了遇到弧形接触面和异形接触面套筒焊接困难的问题。降低了施工难度，能保证施工质量。
Method for connecting load-bearing steel bar and stiff steel reinforced column in stiff structure
一种用于劲性结构中受力钢筋与劲性钢骨柱连接的方法
LI SUQIANG (Autor:in) / LI YAO (Autor:in) / MA XIAOFENG (Autor:in) / SUN HAI (Autor:in)
24.11.2023
Patent
Elektronische Ressource
Chinesisch
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