A platform for research: civil engineering, architecture and urbanism
Floor integrated structure module and construction method thereof
The invention relates to the technical field of nuclear engineering building structure design, and discloses a floor integrated structure module and a construction method thereof. The reinforcing mesh structure comprises horizontal bars and tie bars, one ends of the tie bars are connected with the bottom plate structure, and the other ends of the tie bars are connected with the horizontal bars; the detachable truss structure comprises detachable truss units and truss connecting assemblies, and the truss connecting assemblies are suitable for connecting every two adjacent detachable truss units; the detachable truss unit comprises an upper chord component and a web component, the upper chord component is arranged on the side, away from the bottom plate structure, of the reinforcing mesh structure, one end of the web component in the first direction is connected with the upper chord component, and the other end of the web component is detachably connected with the first bottom plate and/or the second bottom plate. According to the floor integrated structure module, the construction problem of areas such as large-span floors, limited-space floors and scaffolding-supporting-difficult floors is solved, formwork-free and scaffolding-free supporting is achieved, and the construction efficiency and safety are improved.
本发明涉及核工程建筑结构设计技术领域,公开了一种楼板集成结构模块及其施工方法,楼板集成结构模块包括:底板结构;钢筋网结构,包括水平筋和拉筋,拉筋的一端与底板结构相连接,另一端与水平筋相连接;可拆桁架结构,包括可拆桁架单元和桁架连接组件,桁架连接组件适于将相邻两个可拆桁架单元相连接;可拆桁架单元包括上弦构件和腹构件,上弦构件设置于钢筋网结构远离底板结构的一侧,腹构件的第一方向一端与上弦构件相连接,另一端与第一底板和/或第二底板拆卸连接。本发明所提供的楼板集成结构模块,解决了针对大跨度楼板、受限空间楼板、脚手架支撑困难的楼板等区域的施工难题,实现了免模免脚手架支撑,提高了施工效率和安全性。
Floor integrated structure module and construction method thereof
The invention relates to the technical field of nuclear engineering building structure design, and discloses a floor integrated structure module and a construction method thereof. The reinforcing mesh structure comprises horizontal bars and tie bars, one ends of the tie bars are connected with the bottom plate structure, and the other ends of the tie bars are connected with the horizontal bars; the detachable truss structure comprises detachable truss units and truss connecting assemblies, and the truss connecting assemblies are suitable for connecting every two adjacent detachable truss units; the detachable truss unit comprises an upper chord component and a web component, the upper chord component is arranged on the side, away from the bottom plate structure, of the reinforcing mesh structure, one end of the web component in the first direction is connected with the upper chord component, and the other end of the web component is detachably connected with the first bottom plate and/or the second bottom plate. According to the floor integrated structure module, the construction problem of areas such as large-span floors, limited-space floors and scaffolding-supporting-difficult floors is solved, formwork-free and scaffolding-free supporting is achieved, and the construction efficiency and safety are improved.
本发明涉及核工程建筑结构设计技术领域,公开了一种楼板集成结构模块及其施工方法,楼板集成结构模块包括:底板结构;钢筋网结构,包括水平筋和拉筋,拉筋的一端与底板结构相连接,另一端与水平筋相连接;可拆桁架结构,包括可拆桁架单元和桁架连接组件,桁架连接组件适于将相邻两个可拆桁架单元相连接;可拆桁架单元包括上弦构件和腹构件,上弦构件设置于钢筋网结构远离底板结构的一侧,腹构件的第一方向一端与上弦构件相连接,另一端与第一底板和/或第二底板拆卸连接。本发明所提供的楼板集成结构模块,解决了针对大跨度楼板、受限空间楼板、脚手架支撑困难的楼板等区域的施工难题,实现了免模免脚手架支撑,提高了施工效率和安全性。
Floor integrated structure module and construction method thereof
楼板集成结构模块及其施工方法
YANG XIAOYI (author) / XU GUOZHEN (author) / ZHAO DAN (author) / CHEN JIAN (author) / WANG TAO (author) / SHI CHENCHENG (author) / PENG BO (author) / HIGASHIYOSHI (author) / FU JING (author) / REN HEHUAN (author)
2024-12-13
Patent
Electronic Resource
Chinese
European Patent Office | 2024
|Floor heating module and floor heating module construction method
European Patent Office | 2021
|Non-integrated raised floor supporting structure and construction method thereof
European Patent Office | 2020
|