Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Space composite truss structure and building
The invention discloses a space composite truss structure and a building. The space composite truss structure comprises an upper chord beam and slab structure, a lower chord structure, and a verticalweb member, wherein the upper chord beam and slab structure comprises an upper chord plate and an upper chord beam, the upper chord beam is arranged below the upper chord plate, and the upper chord beam is fixedly connected to the upper chord plate; the lower chord structure comprises a plurality of first lower chords and a plurality of second lower chords, the plurality of first lower chords arearranged in parallel in a long-span direction of the upper chord plate, the plurality of second lower chords are arranged in parallel in a short-span direction of the upper chord plate, and the long-span direction is orthogonal to the short-span direction; and the vertical web member is located between the lower chord structure and the upper chord beam and slab structure, the upper end of the vertical web member is connected to the upper chord beam, and the lower end of the vertical web member is connected to the lower chord structure. By adopting the space composite truss structure, comparedwith a solid web girder structure, an overall structure thickness can be effectively reduced while the bearing capacity is guaranteed.
本发明公开了一种空间组合桁架结构及建筑,包括:上弦梁板结构,包括上弦板和上弦梁,上弦梁设置在上弦板下方,且上弦梁与上弦板固定连接;下弦杆结构,包括多个第一下弦杆和多个第二下弦杆,多个第一下弦杆沿上弦板的长跨方向平行设置,多个第二下弦杆沿上弦板的短跨方向平行设置,长跨方向与短跨方向正交;竖腹杆,位于下弦杆结构和上弦梁板结构之间,竖腹杆的上端连接上弦梁,竖腹杆的下端连接下弦杆结构。采用本发明,与采用实腹梁结构相比,在保证承载能力的同时,可以有效减少整体结构厚度。
Space composite truss structure and building
The invention discloses a space composite truss structure and a building. The space composite truss structure comprises an upper chord beam and slab structure, a lower chord structure, and a verticalweb member, wherein the upper chord beam and slab structure comprises an upper chord plate and an upper chord beam, the upper chord beam is arranged below the upper chord plate, and the upper chord beam is fixedly connected to the upper chord plate; the lower chord structure comprises a plurality of first lower chords and a plurality of second lower chords, the plurality of first lower chords arearranged in parallel in a long-span direction of the upper chord plate, the plurality of second lower chords are arranged in parallel in a short-span direction of the upper chord plate, and the long-span direction is orthogonal to the short-span direction; and the vertical web member is located between the lower chord structure and the upper chord beam and slab structure, the upper end of the vertical web member is connected to the upper chord beam, and the lower end of the vertical web member is connected to the lower chord structure. By adopting the space composite truss structure, comparedwith a solid web girder structure, an overall structure thickness can be effectively reduced while the bearing capacity is guaranteed.
本发明公开了一种空间组合桁架结构及建筑,包括:上弦梁板结构,包括上弦板和上弦梁,上弦梁设置在上弦板下方,且上弦梁与上弦板固定连接;下弦杆结构,包括多个第一下弦杆和多个第二下弦杆,多个第一下弦杆沿上弦板的长跨方向平行设置,多个第二下弦杆沿上弦板的短跨方向平行设置,长跨方向与短跨方向正交;竖腹杆,位于下弦杆结构和上弦梁板结构之间,竖腹杆的上端连接上弦梁,竖腹杆的下端连接下弦杆结构。采用本发明,与采用实腹梁结构相比,在保证承载能力的同时,可以有效减少整体结构厚度。
Space composite truss structure and building
一种空间组合桁架结构及建筑
LIAO SHUJIANG (Autor:in)
04.12.2020
Patent
Elektronische Ressource
Chinesisch
British Library Conference Proceedings | 1997
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