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Integrated gate tower structure outside narrow space and construction method of integrated gate tower structure
The invention discloses an integrated gate tower structure outside a narrow space and a construction method thereof, and the integrated gate tower structure comprises an outer scaffold which is erected on the outer side of a building structure, and a rectangular hole is formed in the lower part of the outer scaffold; the reinforcing scaffolds are connected to the outer side of the outer scaffold, and the reinforcing scaffolds are arranged on the two opposite sides of the rectangular hole respectively; the cross beam is a space truss, and the two ends of the cross beam are in lap joint with the reinforcing scaffolds on the two opposite sides of the rectangular hole; and the veneer is coated on the reinforcing scaffold and the cross beam. The problem that in the construction process of a building engineering project of a city center and a building engineering project of a city update, due to the fact that a concrete foundation of a construction stand column cannot be dug downwards and the site is narrow, a conventional gate tower cannot be arranged on site is solved.
本发明公开了一种狭小空间外一体式门楼结构及其施工方法,包括:外脚手架,搭设于建筑结构的外侧,所述外脚手架的下部形成有矩形洞口;加固脚手架,连接于所述外脚手架的外侧,所述矩形洞口的相对两侧分别设置有所述加固脚手架;横梁,所述横梁为空间桁架,所述横梁的两端搭接于所述矩形洞口的相对两侧的加固脚手架;饰面板,包覆于所述加固脚手架和所述横梁。本发明解决了在城市中心的建筑工程项目以及城市更新的建筑工程项目施工过程中,由于无法下挖施工立柱的混凝土基础以及场地狭窄,导致现场无法设置常规门楼的问题。
Integrated gate tower structure outside narrow space and construction method of integrated gate tower structure
The invention discloses an integrated gate tower structure outside a narrow space and a construction method thereof, and the integrated gate tower structure comprises an outer scaffold which is erected on the outer side of a building structure, and a rectangular hole is formed in the lower part of the outer scaffold; the reinforcing scaffolds are connected to the outer side of the outer scaffold, and the reinforcing scaffolds are arranged on the two opposite sides of the rectangular hole respectively; the cross beam is a space truss, and the two ends of the cross beam are in lap joint with the reinforcing scaffolds on the two opposite sides of the rectangular hole; and the veneer is coated on the reinforcing scaffold and the cross beam. The problem that in the construction process of a building engineering project of a city center and a building engineering project of a city update, due to the fact that a concrete foundation of a construction stand column cannot be dug downwards and the site is narrow, a conventional gate tower cannot be arranged on site is solved.
本发明公开了一种狭小空间外一体式门楼结构及其施工方法,包括:外脚手架,搭设于建筑结构的外侧,所述外脚手架的下部形成有矩形洞口;加固脚手架,连接于所述外脚手架的外侧,所述矩形洞口的相对两侧分别设置有所述加固脚手架;横梁,所述横梁为空间桁架,所述横梁的两端搭接于所述矩形洞口的相对两侧的加固脚手架;饰面板,包覆于所述加固脚手架和所述横梁。本发明解决了在城市中心的建筑工程项目以及城市更新的建筑工程项目施工过程中,由于无法下挖施工立柱的混凝土基础以及场地狭窄,导致现场无法设置常规门楼的问题。
Integrated gate tower structure outside narrow space and construction method of integrated gate tower structure
狭小空间外一体式门楼结构及其施工方法
WANG HAOHAO (Autor:in) / JIN GUODONG (Autor:in) / YANG QIN (Autor:in) / CHEN HUA (Autor:in) / FAN HUAIWEI (Autor:in) / GUO ZHIXIN (Autor:in) / YANG DAJIAN (Autor:in) / XIU YAGUANG (Autor:in) / MA JIANDONG (Autor:in) / LIU QIANG (Autor:in)
10.05.2024
Patent
Elektronische Ressource
Chinesisch
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