Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Group core tube and large-span cantilever steel truss structure and construction method
The invention discloses a group core tube and large-span cantilever steel truss structure and a construction method. The group core tube and large-span cantilever steel truss structure comprises a group core tube, an inner truss (2) and a large-span cantilever truss (3), the group core tube comprises a plurality of core tubes (1) constructed on a foundation platform, and the tops of every two adjacent core tubes (1) are connected through an inner truss (2), so that the group core tubes are connected into a whole through the inner trusses (2); and the large-span cantilever truss (3) is connected to the outer side of the group core tube in a cantilever manner and is fixedly connected with the inner truss (2). The invention relates to the technical field of building construction, and can solve the problems that in the prior art, a large-span cantilever structure is insufficient in stability and bearing capacity and poor in attractiveness.
本发明公开了一种群体核心筒+大跨悬挑钢桁架结构及施工方法，该结构包括群体核心筒、内桁架(2)和大跨度悬挑桁架(3)；群体核心筒包括若干个施工于基础承台上的核心筒(1)，每相邻两个核心筒(1)的顶部之间通过内桁架(2)连接，使群体核心筒通过内桁架(2)连接成一个整体；大跨度悬挑桁架(3)悬挑式连接在群体核心筒的外侧并与内桁架(2)固定连接。本发明涉及建筑施工技术领域，能够解决现有技术中大跨度悬挑结构稳定性和承载能力不足以及美观性较差的问题。
Group core tube and large-span cantilever steel truss structure and construction method
The invention discloses a group core tube and large-span cantilever steel truss structure and a construction method. The group core tube and large-span cantilever steel truss structure comprises a group core tube, an inner truss (2) and a large-span cantilever truss (3), the group core tube comprises a plurality of core tubes (1) constructed on a foundation platform, and the tops of every two adjacent core tubes (1) are connected through an inner truss (2), so that the group core tubes are connected into a whole through the inner trusses (2); and the large-span cantilever truss (3) is connected to the outer side of the group core tube in a cantilever manner and is fixedly connected with the inner truss (2). The invention relates to the technical field of building construction, and can solve the problems that in the prior art, a large-span cantilever structure is insufficient in stability and bearing capacity and poor in attractiveness.
本发明公开了一种群体核心筒+大跨悬挑钢桁架结构及施工方法，该结构包括群体核心筒、内桁架(2)和大跨度悬挑桁架(3)；群体核心筒包括若干个施工于基础承台上的核心筒(1)，每相邻两个核心筒(1)的顶部之间通过内桁架(2)连接，使群体核心筒通过内桁架(2)连接成一个整体；大跨度悬挑桁架(3)悬挑式连接在群体核心筒的外侧并与内桁架(2)固定连接。本发明涉及建筑施工技术领域，能够解决现有技术中大跨度悬挑结构稳定性和承载能力不足以及美观性较差的问题。
Group core tube and large-span cantilever steel truss structure and construction method
群体核心筒+大跨悬挑钢桁架结构及施工方法
DONG TAO (Autor:in) / GUO KANGRUI (Autor:in) / WANG XIN (Autor:in) / YAN CONGFU (Autor:in) / LIN YUANYUAN (Autor:in) / YANG FAN (Autor:in) / SHI WEI (Autor:in) / LYU YANG (Autor:in) / LIU QIJUN (Autor:in) / FANG SHOUJIAN (Autor:in)
20.08.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
/
E02D
FOUNDATIONS
,
Gründungen
/
E04G
SCAFFOLDING
,
Baugerüste
/
H02S
GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRA-RED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, E.G. USING PHOTOVOLTAIC [PV] MODULES
,
Erzeugung elektrischer Energie durch Umwandlung von Infrarot-Strahlung, sichtbarem Licht oder ultraviolettem Licht, z.B. unter Verwendung von Photovoltaik [PV]-Modulen
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