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Construction method of operation platform for cantilever construction of high-altitude spherical curtain wall
The invention relates to the technical field of building construction, in particular to a high-altitude spherical curtain wall cantilever construction operation platform construction method which comprises the following steps: S1, carrying out deep design according to a spherical curtain wall structure, and dividing a part above an equatorial line of a spherical curtain wall into a plurality of construction layers, an operation platform layer unit composed of a plurality of supporting units is arranged in each construction layer; s2, a plurality of crawling ladders are arranged on a steel frame of the spherical curtain wall in the circumferential direction at intervals; s3, mounting construction of all the operation platform layer units is conducted in sequence from top to bottom through a crawling ladder; s4, every time one operation platform layer unit is additionally installed, a floor channel for connecting the two operation platform layer units is installed; s5, a climbing frame is installed in each construction layer, and curtain wall installation of the spherical curtain wall is conducted through the climbing frames; and S6, the spherical curtain walls are constructed according to the sequence from top to bottom, the operation platform layer units corresponding to the constructed spherical curtain walls are sequentially dismantled from top to bottom, and the floor channels are sequentially dismantled from top to bottom.
本发明涉及建筑施工技术领域,特别是一种高空球形幕墙悬挑施工操作平台施工方法,包括以下步骤:S1、根据球形幕墙结构进行深化设计,将球形幕墙赤道线以上部分划分为若干施工层,每层施工层内均设置由若干个支撑单元组成的操作平台层单元;S2、在球形幕墙的钢架上沿周向间隔设置有多个爬梯;S3、通过爬梯,自上至下依次进行各操作平台层单元的安装施工;S4、每安装增加一个操作平台层单元,安装连接两个操作平台层单元的楼板通道;S5、在每个施工层内安装爬架,通过爬架进行球形幕墙的幕墙安装;S6、按照自上至下的顺序对球形幕墙进行施工,对已完成施工的球形幕墙对应的操作平台层单元自上至下依次拆除,将楼板通道自上至下依次拆除。
Construction method of operation platform for cantilever construction of high-altitude spherical curtain wall
The invention relates to the technical field of building construction, in particular to a high-altitude spherical curtain wall cantilever construction operation platform construction method which comprises the following steps: S1, carrying out deep design according to a spherical curtain wall structure, and dividing a part above an equatorial line of a spherical curtain wall into a plurality of construction layers, an operation platform layer unit composed of a plurality of supporting units is arranged in each construction layer; s2, a plurality of crawling ladders are arranged on a steel frame of the spherical curtain wall in the circumferential direction at intervals; s3, mounting construction of all the operation platform layer units is conducted in sequence from top to bottom through a crawling ladder; s4, every time one operation platform layer unit is additionally installed, a floor channel for connecting the two operation platform layer units is installed; s5, a climbing frame is installed in each construction layer, and curtain wall installation of the spherical curtain wall is conducted through the climbing frames; and S6, the spherical curtain walls are constructed according to the sequence from top to bottom, the operation platform layer units corresponding to the constructed spherical curtain walls are sequentially dismantled from top to bottom, and the floor channels are sequentially dismantled from top to bottom.
本发明涉及建筑施工技术领域,特别是一种高空球形幕墙悬挑施工操作平台施工方法,包括以下步骤:S1、根据球形幕墙结构进行深化设计,将球形幕墙赤道线以上部分划分为若干施工层,每层施工层内均设置由若干个支撑单元组成的操作平台层单元;S2、在球形幕墙的钢架上沿周向间隔设置有多个爬梯;S3、通过爬梯,自上至下依次进行各操作平台层单元的安装施工;S4、每安装增加一个操作平台层单元,安装连接两个操作平台层单元的楼板通道;S5、在每个施工层内安装爬架,通过爬架进行球形幕墙的幕墙安装;S6、按照自上至下的顺序对球形幕墙进行施工,对已完成施工的球形幕墙对应的操作平台层单元自上至下依次拆除,将楼板通道自上至下依次拆除。
Construction method of operation platform for cantilever construction of high-altitude spherical curtain wall
高空球形幕墙悬挑施工操作平台施工方法
WANG CAIFENG (author) / LU JINGLUO (author) / LI JIEYU (author) / QIAN LEI (author) / ZHANG RUIBING (author) / JIN TIAN (author) / HU HUIHUI (author) / XIA FENG (author) / WU DONGCHANG (author)
2023-03-03
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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