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Construction method of curtain wall steel stand column joint
The invention discloses a construction method of a curtain wall steel stand column joint, and relates to the technical field of curtain wall structure installation. The construction method of the curtain wall steel stand column joint specifically comprises the following steps that S1, in the construction process of an original main body structure, the pre-embedded anchor bolts are positioned and fixed to the steel bars before concrete pouring, end protection is conducted, concrete pouring is conducted, and a main body structure system is formed; according to the construction method of the curtain wall steel stand column joint, an integrated curtain wall structure is formed in the mode of factory unit block assembly and field joint installation. The curtain wall steel stand column node structure strives to achieve fine control over the technology, simplify the high-altitude installation procedure, shorten the high-altitude operation time and improve the construction efficiency and safety, by means of the curtain wall steel stand column node structure, the construction efficiency can be greatly improved, the component structure is integrally formed, the construction precision is effectively controlled, and the drainage and waterproof efficiency is better achieved.
本发明公开了一种幕墙钢立柱节点的施工方法,涉及幕墙结构安装技术领域。该幕墙钢立柱节点的施工方法,具体操作如下:S1、在原主体结构施工过程中,混凝土浇筑前将预埋锚栓定位固定在钢筋上,做好端头保护,浇筑混凝土,形成主体结构体系。该幕墙钢立柱节点的施工方法,采用“工厂化单元块组装+现场节点安装”的方式形成一体化幕墙结构。所述的幕墙钢立柱节点结构,力求工艺精细化控制,简化高空安装工序,减少高空作业时间,提升施工效率和安全,使用本幕墙钢立柱节点结构,可大大提高施工效率,构件结构一体成型,有效控制施工精度更好的实现排水防水效能。
Construction method of curtain wall steel stand column joint
The invention discloses a construction method of a curtain wall steel stand column joint, and relates to the technical field of curtain wall structure installation. The construction method of the curtain wall steel stand column joint specifically comprises the following steps that S1, in the construction process of an original main body structure, the pre-embedded anchor bolts are positioned and fixed to the steel bars before concrete pouring, end protection is conducted, concrete pouring is conducted, and a main body structure system is formed; according to the construction method of the curtain wall steel stand column joint, an integrated curtain wall structure is formed in the mode of factory unit block assembly and field joint installation. The curtain wall steel stand column node structure strives to achieve fine control over the technology, simplify the high-altitude installation procedure, shorten the high-altitude operation time and improve the construction efficiency and safety, by means of the curtain wall steel stand column node structure, the construction efficiency can be greatly improved, the component structure is integrally formed, the construction precision is effectively controlled, and the drainage and waterproof efficiency is better achieved.
本发明公开了一种幕墙钢立柱节点的施工方法,涉及幕墙结构安装技术领域。该幕墙钢立柱节点的施工方法,具体操作如下:S1、在原主体结构施工过程中,混凝土浇筑前将预埋锚栓定位固定在钢筋上,做好端头保护,浇筑混凝土,形成主体结构体系。该幕墙钢立柱节点的施工方法,采用“工厂化单元块组装+现场节点安装”的方式形成一体化幕墙结构。所述的幕墙钢立柱节点结构,力求工艺精细化控制,简化高空安装工序,减少高空作业时间,提升施工效率和安全,使用本幕墙钢立柱节点结构,可大大提高施工效率,构件结构一体成型,有效控制施工精度更好的实现排水防水效能。
Construction method of curtain wall steel stand column joint
一种幕墙钢立柱节点的施工方法
JIANG FUSHENG (author) / JIAO ZHIHUI (author) / GE JINLEI (author)
2022-10-25
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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