Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-altitude ultralong cantilever supporting component and construction method thereof
The invention provides a high-altitude ultralong cantilever supporting component and a construction method thereof. The high-altitude ultralong cantilever supporting component is mounted on floors ofa building in advance and comprises multiple parallel cross beams, multiple inclined struts and multiple connecting beams, and the cross beams and the inclined struts are in one-to-one correspondence.Each cross beam is divided into a first part and a second part, the first parts are fixed to the nth floor of the building through U-shaped hoops and are parallel to the floor, the structure of eachU-shaped hoop is formed by bending a steel bar with threads at the two ends into a U shape, and the second parts stretch out of the sides of the floors. The top ends of the inclined struts are fixedlyconnected to the second parts, the bottom ends of the inclined struts are fixedly connected to the (n-1)th floor, and the middles of the multiple inclined struts are connected into a whole through connecting rods. The multiple connecting beams are fixedly connected to the cross beams and are perpendicular to the cross beams, so that the cross beams are connected into a whole. According to the high-altitude ultralong cantilever supporting component, steel is saved, and supporting is firm.
本发明提供了一种高空超长悬梁支撑构件及其施工方法，预先安装在建筑物的楼板上，包括相互平行设置的若干根横梁、若干根斜撑和若干根连梁，每一根横梁和每一根斜撑一一对应；每一根所述横梁分为第一部分和第二部分，所述第一部分通过U型箍固定在建筑物的第n层楼板上并与所述楼板平行，所述U型箍的结构为两端带有螺纹的钢筋弯折成U型而成，所述第二部分伸出所述楼板的侧边；每一根所述斜撑的顶端固接在所述第二部分上，底端固接在第n‑1层楼板上，若干所述斜撑的中部通过连杆连接在成一个整体；若干根所述连梁固定连接在所述横梁上并与所述横梁垂直，使所述横梁连接成一个整体。本高空超长悬梁支撑构件节省钢材，支撑牢固。
High-altitude ultralong cantilever supporting component and construction method thereof
The invention provides a high-altitude ultralong cantilever supporting component and a construction method thereof. The high-altitude ultralong cantilever supporting component is mounted on floors ofa building in advance and comprises multiple parallel cross beams, multiple inclined struts and multiple connecting beams, and the cross beams and the inclined struts are in one-to-one correspondence.Each cross beam is divided into a first part and a second part, the first parts are fixed to the nth floor of the building through U-shaped hoops and are parallel to the floor, the structure of eachU-shaped hoop is formed by bending a steel bar with threads at the two ends into a U shape, and the second parts stretch out of the sides of the floors. The top ends of the inclined struts are fixedlyconnected to the second parts, the bottom ends of the inclined struts are fixedly connected to the (n-1)th floor, and the middles of the multiple inclined struts are connected into a whole through connecting rods. The multiple connecting beams are fixedly connected to the cross beams and are perpendicular to the cross beams, so that the cross beams are connected into a whole. According to the high-altitude ultralong cantilever supporting component, steel is saved, and supporting is firm.
本发明提供了一种高空超长悬梁支撑构件及其施工方法，预先安装在建筑物的楼板上，包括相互平行设置的若干根横梁、若干根斜撑和若干根连梁，每一根横梁和每一根斜撑一一对应；每一根所述横梁分为第一部分和第二部分，所述第一部分通过U型箍固定在建筑物的第n层楼板上并与所述楼板平行，所述U型箍的结构为两端带有螺纹的钢筋弯折成U型而成，所述第二部分伸出所述楼板的侧边；每一根所述斜撑的顶端固接在所述第二部分上，底端固接在第n‑1层楼板上，若干所述斜撑的中部通过连杆连接在成一个整体；若干根所述连梁固定连接在所述横梁上并与所述横梁垂直，使所述横梁连接成一个整体。本高空超长悬梁支撑构件节省钢材，支撑牢固。
High-altitude ultralong cantilever supporting component and construction method thereof
一种高空超长悬挑支撑构件及其施工方法
ZHU GUOLIANG (Autor:in) / CHEN JINGZHEN (Autor:in) / LAN MINGYANG (Autor:in) / LIU HUACHANG (Autor:in) / YAN ZHILIN (Autor:in) / HU ZHEMING (Autor:in) / DING LIQING (Autor:in) / LAN MINGHONG (Autor:in)
21.04.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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