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Creeping formwork construction method for towering concrete structure control tower
The invention belongs to the technical field of building construction, and particularly discloses a high-rise concrete structure control tower creeping formwork construction method which comprises the steps that S1, pretreatment is conducted; s2, creeping formwork construction; and S3, dismantling. The creeping formwork construction step comprises the steps that S21, steel wire bundling is conducted on the reinforcing steel bar bundling platform of the (N + 2) th pouring layer; s22, the mold is closed, the (N + 2) th pouring layer is poured, and mounting points are arranged on the (N + 2) th pouring layer; s23, lifting the tripod to the (N + 1) th pouring layer through a lifting device, fixing the tripod, disassembling parts of the Nth pouring layer through a lifting platform, and using the parts to the (N + 1) th layer; and S24, circulation is continued according to the steps S21, S22 and S23 till pouring of the remaining layers is completed, and pouring of the core tube outer wall is completed. And circulating rapid pouring is achieved, parts are detached through the lifting platform, recycling is achieved, and the cost is saved. The overall structural stability is enhanced through the truss, demolding is fast through the backward moving device, and the construction efficiency is improved.
本发明属于建筑施工技术领域,具体公开一种高耸混凝土结构塔台爬模施工方法,包括步骤:S1、预处理;S2、爬模施工,S3、拆除。爬模施工步骤包括:S21、在第N+2层浇筑层的钢筋捆扎平台上进行钢丝捆扎;S22、合模,浇筑第N+2层浇筑层,并在第N+2层浇筑层设置安装点;S23、通过抬升装置抬升三角架到第N+1层浇筑层,并将三角架固定,通过吊平台拆卸第N层浇筑层的零件,并将其用到第N+1层;S24、根据步骤S21、S22和S23继续循环进行,直至完成余下各层浇筑,完成核心筒外墙的浇筑。实现了循环快速浇筑,通过吊平台,对零件进行拆卸,循环使用,节约成本。通过桁架加强整体结构稳定性,通过后移装置快速脱模,提高施工效率。
Creeping formwork construction method for towering concrete structure control tower
The invention belongs to the technical field of building construction, and particularly discloses a high-rise concrete structure control tower creeping formwork construction method which comprises the steps that S1, pretreatment is conducted; s2, creeping formwork construction; and S3, dismantling. The creeping formwork construction step comprises the steps that S21, steel wire bundling is conducted on the reinforcing steel bar bundling platform of the (N + 2) th pouring layer; s22, the mold is closed, the (N + 2) th pouring layer is poured, and mounting points are arranged on the (N + 2) th pouring layer; s23, lifting the tripod to the (N + 1) th pouring layer through a lifting device, fixing the tripod, disassembling parts of the Nth pouring layer through a lifting platform, and using the parts to the (N + 1) th layer; and S24, circulation is continued according to the steps S21, S22 and S23 till pouring of the remaining layers is completed, and pouring of the core tube outer wall is completed. And circulating rapid pouring is achieved, parts are detached through the lifting platform, recycling is achieved, and the cost is saved. The overall structural stability is enhanced through the truss, demolding is fast through the backward moving device, and the construction efficiency is improved.
本发明属于建筑施工技术领域,具体公开一种高耸混凝土结构塔台爬模施工方法,包括步骤:S1、预处理;S2、爬模施工,S3、拆除。爬模施工步骤包括:S21、在第N+2层浇筑层的钢筋捆扎平台上进行钢丝捆扎;S22、合模,浇筑第N+2层浇筑层,并在第N+2层浇筑层设置安装点;S23、通过抬升装置抬升三角架到第N+1层浇筑层,并将三角架固定,通过吊平台拆卸第N层浇筑层的零件,并将其用到第N+1层;S24、根据步骤S21、S22和S23继续循环进行,直至完成余下各层浇筑,完成核心筒外墙的浇筑。实现了循环快速浇筑,通过吊平台,对零件进行拆卸,循环使用,节约成本。通过桁架加强整体结构稳定性,通过后移装置快速脱模,提高施工效率。
Creeping formwork construction method for towering concrete structure control tower
高耸混凝土结构塔台爬模施工方法
WANG SHENG (author) / LIU XIAOYING (author) / HUI MINGMING (author) / LI FENGCHUN (author) / MENG FANJIN (author)
2023-03-14
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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