A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cast-in-place bent cap adjustable formwork supporting structure and construction method
The invention relates to the technical field of construction formworks, in particular to a cast-in-place bent cap adjustable formwork supporting structure and a construction method. The pier column formwork assembly serves as a support of the bent cap formwork assembly, after pier column pouring is completed, the pier column formwork does not need to be dismantled, the bent cap formwork assembly and the safety operation platform are directly installed, and then bent cap steel bars are bound, so that the working procedure intermittent time is shortened, the working efficiency is improved, the adjustable supporting assembly is additionally arranged on the bent cap formwork, and the construction cost is reduced. After bent cap steel bars are bound and qualified through experience, a bent cap side formwork is installed, an adjustable supporting assembly is additionally installed between a supporting reinforcing plate and the side formwork, adjustable supporting positions on the two sides need to be symmetrical during installation, and linear and elevation adjustment is conducted on the bent cap formwork through a lead screw of an adjustable supporting weight of a bent cap formwork assembly; the adjustable formwork supporting structure has the advantages that the installation accuracy of the cover beam formwork is guaranteed, and the adjustable formwork supporting structure is good in safety and stability, capable of being repeatedly used and low in comprehensive cost.
本发明涉及施工模板技术领域，具体为一种现浇盖梁可调模板支撑结构及施工方法，包括盖梁块；本发明通过墩柱模板组件作为盖梁模板组件的承托，在墩柱浇筑完成后不必拆除墩柱模板，直接安装盖梁模板组件及安全操作平台，然后进行盖梁钢筋绑扎，此创新减小了工序间歇时间，提高了工作效率，盖梁模板增加了可调支撑组件，在盖梁钢筋绑扎完成并经验收合格后进行盖梁侧模的安装，通过在支撑加强板和侧模板之间加装可调支撑组件，安装时注意两边的可调支撑位置需要对称，利用盖梁模板组件的可调支撑重的丝杠对盖梁模板进行线形及高程调节，确保了盖梁模板的安装精度，此可调模板支撑结构安全稳定性较好，可以反复周转使用，综合成本较低。
Cast-in-place bent cap adjustable formwork supporting structure and construction method
The invention relates to the technical field of construction formworks, in particular to a cast-in-place bent cap adjustable formwork supporting structure and a construction method. The pier column formwork assembly serves as a support of the bent cap formwork assembly, after pier column pouring is completed, the pier column formwork does not need to be dismantled, the bent cap formwork assembly and the safety operation platform are directly installed, and then bent cap steel bars are bound, so that the working procedure intermittent time is shortened, the working efficiency is improved, the adjustable supporting assembly is additionally arranged on the bent cap formwork, and the construction cost is reduced. After bent cap steel bars are bound and qualified through experience, a bent cap side formwork is installed, an adjustable supporting assembly is additionally installed between a supporting reinforcing plate and the side formwork, adjustable supporting positions on the two sides need to be symmetrical during installation, and linear and elevation adjustment is conducted on the bent cap formwork through a lead screw of an adjustable supporting weight of a bent cap formwork assembly; the adjustable formwork supporting structure has the advantages that the installation accuracy of the cover beam formwork is guaranteed, and the adjustable formwork supporting structure is good in safety and stability, capable of being repeatedly used and low in comprehensive cost.
本发明涉及施工模板技术领域，具体为一种现浇盖梁可调模板支撑结构及施工方法，包括盖梁块；本发明通过墩柱模板组件作为盖梁模板组件的承托，在墩柱浇筑完成后不必拆除墩柱模板，直接安装盖梁模板组件及安全操作平台，然后进行盖梁钢筋绑扎，此创新减小了工序间歇时间，提高了工作效率，盖梁模板增加了可调支撑组件，在盖梁钢筋绑扎完成并经验收合格后进行盖梁侧模的安装，通过在支撑加强板和侧模板之间加装可调支撑组件，安装时注意两边的可调支撑位置需要对称，利用盖梁模板组件的可调支撑重的丝杠对盖梁模板进行线形及高程调节，确保了盖梁模板的安装精度，此可调模板支撑结构安全稳定性较好，可以反复周转使用，综合成本较低。
Cast-in-place bent cap adjustable formwork supporting structure and construction method
一种现浇盖梁可调模板支撑结构及施工方法
YE ZHOU (author) / XIA XU (author) / ZHANG XINWU (author) / GUAN QIANG (author) / LIU YANG (author) / LIU XIANGQIAN (author) / ZHU KAI (author) / NI HAO (author)
2023-11-17
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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