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A platform for research: civil engineering, architecture and urbanism
Crown type preassembled offshore booster station hoisting frame and method
According to the crown type preassembled offshore booster station hoisting frame and method, the hoisting frame and the structural frame are combined and participate in stress of the offshore booster station structure, the hoisting frame structure and lower-layer beam columns form a multi-layer three-dimensional truss, the structural safety can be improved, the steel consumption of a lower platform structure is reduced, and the construction cost is reduced. Meanwhile, the bearing capacity of the offshore booster station is improved; the core area structure bearing vertical loads is moved upwards to the hoisting frame, stress is clear and simple, the requirement for hoisting safety can be met, the stress of the lower layer platform structure can be reduced through the synergistic effect of all components of the hoisting frame, and meanwhile the requirement for open arrangement of modular equipment is met.
本发明提供了一种冠式预装式海上升压站吊装框架及方法，本发明将吊装框架与结构框架相结合，并参与海上升压站结构结构受力，吊框结构与下层梁柱形成多层立体桁架，可提高结构安全性，降低下部平台结构用钢量，同时增大海上升压站承载能力；将承受竖向荷载的核心区结构上移至吊装框架，受力明确简约，既能满足吊装安全的要求，又能通过吊框各构件间的协同作用，降低下层平台结构受力，同时满足模块化设备开敞布置要求。
Crown type preassembled offshore booster station hoisting frame and method
According to the crown type preassembled offshore booster station hoisting frame and method, the hoisting frame and the structural frame are combined and participate in stress of the offshore booster station structure, the hoisting frame structure and lower-layer beam columns form a multi-layer three-dimensional truss, the structural safety can be improved, the steel consumption of a lower platform structure is reduced, and the construction cost is reduced. Meanwhile, the bearing capacity of the offshore booster station is improved; the core area structure bearing vertical loads is moved upwards to the hoisting frame, stress is clear and simple, the requirement for hoisting safety can be met, the stress of the lower layer platform structure can be reduced through the synergistic effect of all components of the hoisting frame, and meanwhile the requirement for open arrangement of modular equipment is met.
本发明提供了一种冠式预装式海上升压站吊装框架及方法，本发明将吊装框架与结构框架相结合，并参与海上升压站结构结构受力，吊框结构与下层梁柱形成多层立体桁架，可提高结构安全性，降低下部平台结构用钢量，同时增大海上升压站承载能力；将承受竖向荷载的核心区结构上移至吊装框架，受力明确简约，既能满足吊装安全的要求，又能通过吊框各构件间的协同作用，降低下层平台结构受力，同时满足模块化设备开敞布置要求。
Crown type preassembled offshore booster station hoisting frame and method
一种冠式预装式海上升压站吊装框架及方法
DING XIAOQIANG (author) / CHEN CHANGBING (author) / WEI HUADONG (author) / ZHANG XIAOFEI (author) / LI XU (author) / XU JUNXIANG (author) / SUN XIAOHONG (author) / YANG ZHAOHUI (author) / LIU FEI (author) / YU PINGKUN (author)
2024-07-16
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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