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Special-shaped steel structure and decorative plate integrated high-altitude splicing construction method
The invention relates to the technical field of building construction, in particular to a special-shaped steel structure and decorative plate integrated high-altitude splicing construction method.The special-shaped steel structure and decorative plate integrated high-altitude splicing construction method comprises a main body structure column and a main body structure flower stand beam, the main body structure column is connected with a main body structure parapet and a transverse steel frame beam, and the main body structure flower stand beam is connected with a second steel pull rod; the second steel pull rod and the transverse steel frame beam are connected with a galvanized steel pipe, a metal roof panel is arranged above the second steel pull rod, and a first longitudinal steel frame beam is arranged at the end, away from the second steel pull rod, of the main structure flower stand beam. The construction method has the beneficial effects that high-altitude splicing is conducted on vacant parts of steel beam supporting points in the ground splicing process, the vacant parts are only located on the peripheries of the supporting points, large-area aluminum plate wrapping construction does not need to be conducted at the high altitude of hundreds of meters, a conventional cantilever scaffold is used as a carrier for small-range aluminum plate splicing, the construction technology for large-area high-altitude splicing of decorative plates is improved, and the construction efficiency is improved. And the risk of high-altitude operation is greatly reduced.
本发明涉及建筑施工技术领域,具体为一种异型钢结构及装饰板一体化高空拼接施工方法,包括:主体结构柱和主体结构花架梁,所述主体结构柱连接有主体结构女儿墙和横向钢架梁,所述主体结构花架梁连接有2#钢拉杆,所述2#钢拉杆和横向钢架梁连接有镀锌钢管,所述2#钢拉杆的上方设有金属屋面板,所述主体结构花架梁远离2#钢拉杆的一端设有设有1#纵向钢架梁;有益效果为:本发明通过地面拼装过程中钢梁支撑点空缺部位高空拼接,空缺部位仅为支撑点周边,无需在百米高空进行大面积外包铝板施工,应用常规的悬挑脚手架作为小范围铝板拼装的载体,改进大面积高空拼接装饰板的施工工艺,大大降低高空作业的风险。
Special-shaped steel structure and decorative plate integrated high-altitude splicing construction method
The invention relates to the technical field of building construction, in particular to a special-shaped steel structure and decorative plate integrated high-altitude splicing construction method.The special-shaped steel structure and decorative plate integrated high-altitude splicing construction method comprises a main body structure column and a main body structure flower stand beam, the main body structure column is connected with a main body structure parapet and a transverse steel frame beam, and the main body structure flower stand beam is connected with a second steel pull rod; the second steel pull rod and the transverse steel frame beam are connected with a galvanized steel pipe, a metal roof panel is arranged above the second steel pull rod, and a first longitudinal steel frame beam is arranged at the end, away from the second steel pull rod, of the main structure flower stand beam. The construction method has the beneficial effects that high-altitude splicing is conducted on vacant parts of steel beam supporting points in the ground splicing process, the vacant parts are only located on the peripheries of the supporting points, large-area aluminum plate wrapping construction does not need to be conducted at the high altitude of hundreds of meters, a conventional cantilever scaffold is used as a carrier for small-range aluminum plate splicing, the construction technology for large-area high-altitude splicing of decorative plates is improved, and the construction efficiency is improved. And the risk of high-altitude operation is greatly reduced.
本发明涉及建筑施工技术领域,具体为一种异型钢结构及装饰板一体化高空拼接施工方法,包括:主体结构柱和主体结构花架梁,所述主体结构柱连接有主体结构女儿墙和横向钢架梁,所述主体结构花架梁连接有2#钢拉杆,所述2#钢拉杆和横向钢架梁连接有镀锌钢管,所述2#钢拉杆的上方设有金属屋面板,所述主体结构花架梁远离2#钢拉杆的一端设有设有1#纵向钢架梁;有益效果为:本发明通过地面拼装过程中钢梁支撑点空缺部位高空拼接,空缺部位仅为支撑点周边,无需在百米高空进行大面积外包铝板施工,应用常规的悬挑脚手架作为小范围铝板拼装的载体,改进大面积高空拼接装饰板的施工工艺,大大降低高空作业的风险。
Special-shaped steel structure and decorative plate integrated high-altitude splicing construction method
一种异型钢结构及装饰板一体化高空拼接施工方法
LIANG YU (Autor:in) / YANG ZHAOXU (Autor:in) / GAO WEIKANG (Autor:in) / CAI QINGSEN (Autor:in) / LIN LIYUAN (Autor:in) / WU LINJIANG (Autor:in) / ZI RUI (Autor:in) / WANG FANGCAN (Autor:in)
13.10.2023
Patent
Elektronische Ressource
Chinesisch
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