Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for unloading temporary supports in cantilever subareas
The invention discloses a method for unloading a temporary support in a partition manner for a cantilever, which comprises the following steps of: partitioning the cantilever according to a construction sequence, and arranging the temporary support at the bottom of the segmentation position of a primary truss and a secondary truss of the cantilever in a construction area according to a design construction drawing; after construction of the cantilever structure of a certain area is completed, the balance state of the structure of the area is calculated, if the structure of the area reaches the balance state when no temporary support exists, the temporary support in the area is unloaded, and the unloaded temporary support is used for construction of the next area. According to the method for unloading the temporary supports in the cantilever subareas, the cantilevers are subareas according to the construction sequence, and therefore the temporary supports of the sections which are completed earlier can be unloaded in advance.
本发明公开了一种悬挑分区卸载临时支撑的方法，包括：按施工顺序将悬挑进行分区，并根据设计施工图纸在施工区悬挑的主次桁架分段位置底部设置临时支撑；在某一区的悬挑结构施工完成后，计算该区结构平衡状态，若没有临时支撑时该区结构本身达到平衡状态，则对该区内的临时支撑进行卸载，卸载后的临时支撑用于下一区施工时使用。本发明提供的悬挑分区卸载临时支撑的方法，将悬挑按施工顺序分区，从而能够对于较早完成的区段的临时支撑进行提前卸载。
Method for unloading temporary supports in cantilever subareas
The invention discloses a method for unloading a temporary support in a partition manner for a cantilever, which comprises the following steps of: partitioning the cantilever according to a construction sequence, and arranging the temporary support at the bottom of the segmentation position of a primary truss and a secondary truss of the cantilever in a construction area according to a design construction drawing; after construction of the cantilever structure of a certain area is completed, the balance state of the structure of the area is calculated, if the structure of the area reaches the balance state when no temporary support exists, the temporary support in the area is unloaded, and the unloaded temporary support is used for construction of the next area. According to the method for unloading the temporary supports in the cantilever subareas, the cantilevers are subareas according to the construction sequence, and therefore the temporary supports of the sections which are completed earlier can be unloaded in advance.
本发明公开了一种悬挑分区卸载临时支撑的方法，包括：按施工顺序将悬挑进行分区，并根据设计施工图纸在施工区悬挑的主次桁架分段位置底部设置临时支撑；在某一区的悬挑结构施工完成后，计算该区结构平衡状态，若没有临时支撑时该区结构本身达到平衡状态，则对该区内的临时支撑进行卸载，卸载后的临时支撑用于下一区施工时使用。本发明提供的悬挑分区卸载临时支撑的方法，将悬挑按施工顺序分区，从而能够对于较早完成的区段的临时支撑进行提前卸载。
Method for unloading temporary supports in cantilever subareas
一种悬挑分区卸载临时支撑的方法
FAN NAN (Autor:in) / ZHAO PENG (Autor:in) / WANG YIBIN (Autor:in) / XU BENYING (Autor:in) / ZHAO ZHONGTAO (Autor:in) / ZHANG YONG (Autor:in) / CHEN HONGWEI (Autor:in) / MENG GUANGNAN (Autor:in)
26.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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