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Indoor venue spiral suspension corridor and hoisting and unloading method thereof
The invention discloses an indoor stadium spiral suspension corridor and a hoisting and unloading method thereof.The indoor stadium spiral suspension corridor comprises a bridge body, the bridge body is installed in a stadium and arranged upwards in a spiral shape, the bridge body is divided into a plurality of bridge floor sections from top to bottom, and the starting position is connected with a suspension type visiting room arranged at the top of the stadium; the final position is connected with the ground through a multi-stage damping device; according to the method, the main supporting system, the secondary supporting system and the corresponding unloading control system are arranged, after hoisting of all components of the gallery is completed, unloading is carried out according to the method that the main supporting system is arranged firstly and then the secondary supporting system is arranged from top to bottom in a collaborative grading circulation mode, and the supporting systems are dismantled; the air gallery is reliably transited from a temporary supporting state to a gallery self-bearing stress state, the overall stability of the air gallery is effectively guaranteed, structural damage and damage caused by concentrated stress of a supporting system and sudden change of loads of suspenders in the unloading process are avoided, and safety and comfort of the air gallery in the service period are guaranteed.
本发明公开了一种室内场馆螺旋式悬吊廊道及其吊装、卸载方法,包括桥体,其安装在场馆内且呈螺旋状往上布置,桥体由上至下分为若干桥面段,起始位置与场馆顶部设置的悬吊式参观室连接;终点位置通过多级减震装置与地面相连;本发明设置主支撑体系、次支撑体系及相应的卸载控制系统,廊道各组成部分吊装完成后,按照先主支撑体系后次支撑体系,由上至下协同分级循环的方法进行卸载并完成支撑体系拆除,将空中廊道由临时支撑状态可靠的过渡到廊道自承载受力状态,有效保证空中廊道的整体稳定性,避免了因卸载过程中支撑体系集中受力和各吊杆荷载突变而造成的结构破坏和损伤,确保了空中廊道服役期间的安全性和舒适性。
Indoor venue spiral suspension corridor and hoisting and unloading method thereof
The invention discloses an indoor stadium spiral suspension corridor and a hoisting and unloading method thereof.The indoor stadium spiral suspension corridor comprises a bridge body, the bridge body is installed in a stadium and arranged upwards in a spiral shape, the bridge body is divided into a plurality of bridge floor sections from top to bottom, and the starting position is connected with a suspension type visiting room arranged at the top of the stadium; the final position is connected with the ground through a multi-stage damping device; according to the method, the main supporting system, the secondary supporting system and the corresponding unloading control system are arranged, after hoisting of all components of the gallery is completed, unloading is carried out according to the method that the main supporting system is arranged firstly and then the secondary supporting system is arranged from top to bottom in a collaborative grading circulation mode, and the supporting systems are dismantled; the air gallery is reliably transited from a temporary supporting state to a gallery self-bearing stress state, the overall stability of the air gallery is effectively guaranteed, structural damage and damage caused by concentrated stress of a supporting system and sudden change of loads of suspenders in the unloading process are avoided, and safety and comfort of the air gallery in the service period are guaranteed.
本发明公开了一种室内场馆螺旋式悬吊廊道及其吊装、卸载方法,包括桥体,其安装在场馆内且呈螺旋状往上布置,桥体由上至下分为若干桥面段,起始位置与场馆顶部设置的悬吊式参观室连接;终点位置通过多级减震装置与地面相连;本发明设置主支撑体系、次支撑体系及相应的卸载控制系统,廊道各组成部分吊装完成后,按照先主支撑体系后次支撑体系,由上至下协同分级循环的方法进行卸载并完成支撑体系拆除,将空中廊道由临时支撑状态可靠的过渡到廊道自承载受力状态,有效保证空中廊道的整体稳定性,避免了因卸载过程中支撑体系集中受力和各吊杆荷载突变而造成的结构破坏和损伤,确保了空中廊道服役期间的安全性和舒适性。
Indoor venue spiral suspension corridor and hoisting and unloading method thereof
一种室内场馆螺旋式悬吊廊道及其吊装、卸载方法
ZHENG ZHITAO (Autor:in) / LI CHUANG (Autor:in) / DENG HONGLIANG (Autor:in) / LI SHENG (Autor:in) / SHEN WENBING (Autor:in) / CHEN HONGGEN (Autor:in) / SHI XUGUANG (Autor:in) / XIE FUMEI (Autor:in)
09.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04F
FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
,
Ausbau von Bauwerken, z.B. Treppen, Fußböden
/
E01D
BRIDGES
,
Brücken
/
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
E04G
SCAFFOLDING
,
Baugerüste
/
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
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