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Suspended steel structure floor elevation active control method
The invention belongs to the technical field of building engineering construction, and discloses a suspended steel structure floor elevation active control method which comprises the following steps: constructing a core tube structure, and symmetrically constructing cantilever truss layers on the top of the core tube structure; the suspended steel structure is constructed by adopting a sequential construction method or a reverse construction method, the suspended steel structure is lifted, so that each suspended floor of the suspended steel structure is vertically deformed, and the elevation of each suspended floor is adjusted to be within the allowable range of a design standard value. According to the construction method, the elevation of the suspended floor can be actively controlled according to the actual construction condition in the construction process, the flexibility is high, and the design requirement can be more accurately met.
本发明属于建筑工程施工技术领域,公开了一种悬挂钢结构楼层标高主动控制方法,包括如下步骤:施工核心筒结构,并在核心筒结构的顶部对称施工悬挑桁架层;采用顺作法或逆作法施工悬挂钢结构,提拉悬挂钢结构,使悬挂钢结构的各悬挂楼层发生竖向变形,各悬挂楼层的标高被调整至设计标准值允许范围内。上述施工方法在施工过程中能够按照实际施工情况来对悬挂楼层的标高进行主动控制,灵活性高,能够更加精确地满足设计要求。
Suspended steel structure floor elevation active control method
The invention belongs to the technical field of building engineering construction, and discloses a suspended steel structure floor elevation active control method which comprises the following steps: constructing a core tube structure, and symmetrically constructing cantilever truss layers on the top of the core tube structure; the suspended steel structure is constructed by adopting a sequential construction method or a reverse construction method, the suspended steel structure is lifted, so that each suspended floor of the suspended steel structure is vertically deformed, and the elevation of each suspended floor is adjusted to be within the allowable range of a design standard value. According to the construction method, the elevation of the suspended floor can be actively controlled according to the actual construction condition in the construction process, the flexibility is high, and the design requirement can be more accurately met.
本发明属于建筑工程施工技术领域,公开了一种悬挂钢结构楼层标高主动控制方法,包括如下步骤:施工核心筒结构,并在核心筒结构的顶部对称施工悬挑桁架层;采用顺作法或逆作法施工悬挂钢结构,提拉悬挂钢结构,使悬挂钢结构的各悬挂楼层发生竖向变形,各悬挂楼层的标高被调整至设计标准值允许范围内。上述施工方法在施工过程中能够按照实际施工情况来对悬挂楼层的标高进行主动控制,灵活性高,能够更加精确地满足设计要求。
Suspended steel structure floor elevation active control method
悬挂钢结构楼层标高主动控制方法
YU AIYAN (Autor:in) / WU YI (Autor:in) / JIN YUHUAI (Autor:in) / JIA BAORONG (Autor:in) / ZHENG XIANGJIE (Autor:in) / ZHOU FENG (Autor:in) / WANG ZHEHONG (Autor:in) / LIU QUAN (Autor:in) / WANG ZHENGJIA (Autor:in) / XU YONG (Autor:in)
31.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
/
G06Q
Datenverarbeitungssysteme oder -verfahren, besonders angepasst an verwaltungstechnische, geschäftliche, finanzielle oder betriebswirtschaftliche Zwecke, sowie an geschäftsbezogene Überwachungs- oder Voraussagezwecke
,
DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES