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Suspended formwork construction system based on beam string structure and construction method thereof
The invention provides a suspended formwork construction system based on a beam string structure and a construction method of the suspended formwork construction system. The suspended formwork construction system comprises a suspender, the beam string structure, a main ridge and a floor formwork. The main ridge is arranged at the bottom of a floor formwork of a lower-layer structure, the upper ends of the hanging rods are tied to a floor of an upper-layer structure, the lower ends of the hanging rods are tied to the main ridge, and the pair of hanging rods are symmetrically arranged at the two ends of the main ridge. The two ends of the beam string structure are installed at the bottom of the main ridge and located between the pair of suspenders, and the middle of the beam string structure abuts against the center of the bottom of the main ridge. The invention relates to the technical field of building construction, and can solve the problems that subsequent construction is affected and uneconomy is caused by increasing suspender point location or bottom main ridge rigidity in the prior art.
本发明提供了一种基于张弦梁结构的吊模施工体系及其施工方法,该吊模施工体系包括:吊杆、张弦梁结构、主楞和楼板模板;主楞设置在下一层结构的楼板模板的底部,吊杆的上端拉结在上一层结构楼板上,吊杆的下端拉结在主楞上,一对吊杆对称布置在主楞的两端;张弦梁结构的两端安装在主楞的底部且位于一对吊杆之间,张弦梁结构的中部支顶在主楞的底部中心。本发明涉及建筑施工技术领域,能够解决现有技术中增加吊杆点位或底部主楞刚度影响后续施工且不经济的问题。
Suspended formwork construction system based on beam string structure and construction method thereof
The invention provides a suspended formwork construction system based on a beam string structure and a construction method of the suspended formwork construction system. The suspended formwork construction system comprises a suspender, the beam string structure, a main ridge and a floor formwork. The main ridge is arranged at the bottom of a floor formwork of a lower-layer structure, the upper ends of the hanging rods are tied to a floor of an upper-layer structure, the lower ends of the hanging rods are tied to the main ridge, and the pair of hanging rods are symmetrically arranged at the two ends of the main ridge. The two ends of the beam string structure are installed at the bottom of the main ridge and located between the pair of suspenders, and the middle of the beam string structure abuts against the center of the bottom of the main ridge. The invention relates to the technical field of building construction, and can solve the problems that subsequent construction is affected and uneconomy is caused by increasing suspender point location or bottom main ridge rigidity in the prior art.
本发明提供了一种基于张弦梁结构的吊模施工体系及其施工方法,该吊模施工体系包括:吊杆、张弦梁结构、主楞和楼板模板;主楞设置在下一层结构的楼板模板的底部,吊杆的上端拉结在上一层结构楼板上,吊杆的下端拉结在主楞上,一对吊杆对称布置在主楞的两端;张弦梁结构的两端安装在主楞的底部且位于一对吊杆之间,张弦梁结构的中部支顶在主楞的底部中心。本发明涉及建筑施工技术领域,能够解决现有技术中增加吊杆点位或底部主楞刚度影响后续施工且不经济的问题。
Suspended formwork construction system based on beam string structure and construction method thereof
一种基于张弦梁结构的吊模施工体系及其施工方法
MA YUEQIANG (author) / HUANG RENBO (author) / GUO MIN (author) / CHEN YUZHOU (author) / RAO FENGRUI (author)
2024-04-09
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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