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A platform for research: civil engineering, architecture and urbanism
Construction method of cast-in-place beam plate cover body
The invention discloses a construction method of a cast-in-place beam plate cover body. The construction method comprises the steps that bottom frames, frames and telescopic supporting modules are prefabricated; supports are erected, joists are installed on the supports, main beams are laid on the joists, and the elevations of the main beams are adjusted; the bottom frames and the frames are laidon the main beams, and forms are mounted on the bottom frames and in the frames; the elevations are re-measured, the frames as the same sides as the beams are clamped, and the frames opposite to the beams are tensioned to form beam and frame modules; each telescopic supporting module is installed between every two adjacent beam and frame modules, and the elevations are adjusted; the forms are laidon the telescopic supporting modules; and pouring maintenance is carried out. According to the construction method, the bottom frames and the frames have different form numbers and sizes and can be freely combined to adapt to beams of different sizes, and the telescopic supporting modules are adjustable in length and adapts to different beam intervals; the plate load is transmitted to the framesof the beam and frame modules through the telescopic supporting modules, so that battens below plates and other supporting structures are omitted, and the working space is vacated; and the whole structure can be repeatedly used in a circulating mode, the batten consumption is reduced, the construction cost is reduced, and energy conservation and environmental protection are achieved.
本发明公开了一种现浇梁板盖体施工方法，步骤为：预制底框、边框和伸缩支撑模块；搭设支架，在支架上安装托梁，在托梁上敷设主梁，调整主梁标高；将底框和边框敷设于主梁上，并在底框上和边框内安装模板；复测标高，将梁同侧边框卡紧、对侧边框拉紧，围成梁框模块；将伸缩支撑模块安装于相邻两梁框模块之间，并调节标高；在伸缩支撑模块上敷设模板；浇注养护。底框和边框有不同模数及尺寸，可自由组合适用不同尺寸的梁，伸缩支撑模块可调节长度，适用不同的梁间距；板荷载通过伸缩支撑模块传递至梁框模块的边框，从而取消板下木方和其他支撑结构，腾出工作空间；整个结构可重复周转使用，减少木方用量，降低施工成本，节能环保。
Construction method of cast-in-place beam plate cover body
The invention discloses a construction method of a cast-in-place beam plate cover body. The construction method comprises the steps that bottom frames, frames and telescopic supporting modules are prefabricated; supports are erected, joists are installed on the supports, main beams are laid on the joists, and the elevations of the main beams are adjusted; the bottom frames and the frames are laidon the main beams, and forms are mounted on the bottom frames and in the frames; the elevations are re-measured, the frames as the same sides as the beams are clamped, and the frames opposite to the beams are tensioned to form beam and frame modules; each telescopic supporting module is installed between every two adjacent beam and frame modules, and the elevations are adjusted; the forms are laidon the telescopic supporting modules; and pouring maintenance is carried out. According to the construction method, the bottom frames and the frames have different form numbers and sizes and can be freely combined to adapt to beams of different sizes, and the telescopic supporting modules are adjustable in length and adapts to different beam intervals; the plate load is transmitted to the framesof the beam and frame modules through the telescopic supporting modules, so that battens below plates and other supporting structures are omitted, and the working space is vacated; and the whole structure can be repeatedly used in a circulating mode, the batten consumption is reduced, the construction cost is reduced, and energy conservation and environmental protection are achieved.
本发明公开了一种现浇梁板盖体施工方法，步骤为：预制底框、边框和伸缩支撑模块；搭设支架，在支架上安装托梁，在托梁上敷设主梁，调整主梁标高；将底框和边框敷设于主梁上，并在底框上和边框内安装模板；复测标高，将梁同侧边框卡紧、对侧边框拉紧，围成梁框模块；将伸缩支撑模块安装于相邻两梁框模块之间，并调节标高；在伸缩支撑模块上敷设模板；浇注养护。底框和边框有不同模数及尺寸，可自由组合适用不同尺寸的梁，伸缩支撑模块可调节长度，适用不同的梁间距；板荷载通过伸缩支撑模块传递至梁框模块的边框，从而取消板下木方和其他支撑结构，腾出工作空间；整个结构可重复周转使用，减少木方用量，降低施工成本，节能环保。
Construction method of cast-in-place beam plate cover body
现浇梁板盖体施工方法
WANG XINCHENG (author) / ZHANG YUCHEN (author) / HUANG SHENGQIAO (author) / LI ZHENYOU (author) / XU JING (author)
2020-09-18
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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