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Roof cantilever component formwork and protection erecting method and roof construction structure
The invention discloses a roof cantilever component formwork and protection erecting method and a roof construction structure. The method comprises the steps that a special construction scheme is formulated, and a stress model is safely calculated; anchoring parts are pre-embedded in the roof beam plate; roof beam slab concrete is poured, the entity strength grade is verified, and I-shaped steel is installed according to the design cantilever length requirement; a supporting assembly and a limiting device are prepared, and the limiting device is installed at a preset position on the I-shaped steel; the supporting assembly comprises a first component, a limiting rod and a right-angle fastener, and the right-angle fastener is used for connecting the limiting rod and the first component at a preset position on the first component; the building top layer is provided with a connecting area, the end of the first component is connected to the connecting area, the first component is arranged at a preset angle, and the limiting rod abuts against one side of the limiting device and the bottom face of the I-shaped steel. Erecting a frame body; and subsequent construction is completed.
本发明公开了一种屋面悬挑构件支模及防护搭设方法以及屋面施工结构,包括:制定专项施工方案,受力模型安全计算;屋面梁板预埋锚固件;屋面梁板混凝土浇筑,验证实体强度等级,按设计悬挑长度要求安装工字钢;准备支撑组件及限位装置,将限位装置安装于工字钢上的预设位置;支撑组件包括第一构件、限位杆以及直角扣件,直角扣件用于在第一构件上预设位置连接限位杆和第一构件;建筑顶层设置连接区域,第一构件的端部连接于连接区域,第一构件呈预设角度布设且限位杆抵接于限位装置的一侧以及工字钢的底面;搭设架体;完成后续施工。
Roof cantilever component formwork and protection erecting method and roof construction structure
The invention discloses a roof cantilever component formwork and protection erecting method and a roof construction structure. The method comprises the steps that a special construction scheme is formulated, and a stress model is safely calculated; anchoring parts are pre-embedded in the roof beam plate; roof beam slab concrete is poured, the entity strength grade is verified, and I-shaped steel is installed according to the design cantilever length requirement; a supporting assembly and a limiting device are prepared, and the limiting device is installed at a preset position on the I-shaped steel; the supporting assembly comprises a first component, a limiting rod and a right-angle fastener, and the right-angle fastener is used for connecting the limiting rod and the first component at a preset position on the first component; the building top layer is provided with a connecting area, the end of the first component is connected to the connecting area, the first component is arranged at a preset angle, and the limiting rod abuts against one side of the limiting device and the bottom face of the I-shaped steel. Erecting a frame body; and subsequent construction is completed.
本发明公开了一种屋面悬挑构件支模及防护搭设方法以及屋面施工结构,包括:制定专项施工方案,受力模型安全计算;屋面梁板预埋锚固件;屋面梁板混凝土浇筑,验证实体强度等级,按设计悬挑长度要求安装工字钢;准备支撑组件及限位装置,将限位装置安装于工字钢上的预设位置;支撑组件包括第一构件、限位杆以及直角扣件,直角扣件用于在第一构件上预设位置连接限位杆和第一构件;建筑顶层设置连接区域,第一构件的端部连接于连接区域,第一构件呈预设角度布设且限位杆抵接于限位装置的一侧以及工字钢的底面;搭设架体;完成后续施工。
Roof cantilever component formwork and protection erecting method and roof construction structure
屋面悬挑构件支模及防护搭设方法以及屋面施工结构
LI RUISHENG (author) / HUANG LIANG (author) / PENG BIN (author) / LIU JUN (author) / LONG ZHIQIANG (author) / LONG ZHIYONG (author) / DONG JIANBO (author) / HOU LIANG (author) / KANG LU (author) / WANG YUHONG (author)
2024-08-06
Patent
Electronic Resource
Chinese
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