A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system suitable for high fall
The invention discloses a large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system adapting to high fall. The large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system comprises a roof structure, a concrete structure and a vertical component connecting the roof structure and the concrete structure. The roof structure is of a single-ridge retroflexure double-slope structure, and the roof structure extends to the boundary end of the building in the direction perpendicular to the ridge line and is a low area. The vertical components comprise a first anti-lateral component arranged in a low area of the roof structure, a second anti-lateral component arranged in the roof structure, internal vertical steel columns and peripheral vertical steel columns arranged along the outer contour of the roof structure; the first lateral resisting component comprises inter-column supporting columns arranged in the corner area of the roof structure, horizontal supports connected between the adjacent inter-column supporting columns, crossed inclined supports connected between the inter-column supporting columns and located on the upper portions and the lower portions of the inter-column supporting columns, and parallel inclined supports connected between the inter-column supporting columns and located in the middle areas of the inter-column supporting columns. The structure has the advantages of being stable in structure, convenient to construct and low in cost.
本发明公开了一种适应高落差的大跨度悬垂脊线反曲双坡菱形网壳体系，包括屋盖结构、混凝土结构以及连接屋盖结构与混凝土结构的竖向构件；屋盖结构呈单脊反曲双坡结构形式，其垂直于屋脊线方向延伸至建筑边界端为低区；竖向构件包括设置在屋盖结构低区的第一道抗侧构件、设置在屋盖结构内部的第二道抗侧构件和内部竖向钢柱以及沿着屋盖结构外轮廓布置的外围竖向钢柱；第一道抗侧构件包括设置在屋盖结构转角区域的柱间支撑柱、连接在相邻柱间支撑柱之间的水平撑、连接在柱间支撑柱之间且位于柱间支撑柱上部和下部的交叉斜撑以及连接在柱间支撑柱之间且位于柱间支撑柱中部区域的平行斜撑。本申请具有结构稳定、便于施工、成本低的优点。
Large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system suitable for high fall
The invention discloses a large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system adapting to high fall. The large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system comprises a roof structure, a concrete structure and a vertical component connecting the roof structure and the concrete structure. The roof structure is of a single-ridge retroflexure double-slope structure, and the roof structure extends to the boundary end of the building in the direction perpendicular to the ridge line and is a low area. The vertical components comprise a first anti-lateral component arranged in a low area of the roof structure, a second anti-lateral component arranged in the roof structure, internal vertical steel columns and peripheral vertical steel columns arranged along the outer contour of the roof structure; the first lateral resisting component comprises inter-column supporting columns arranged in the corner area of the roof structure, horizontal supports connected between the adjacent inter-column supporting columns, crossed inclined supports connected between the inter-column supporting columns and located on the upper portions and the lower portions of the inter-column supporting columns, and parallel inclined supports connected between the inter-column supporting columns and located in the middle areas of the inter-column supporting columns. The structure has the advantages of being stable in structure, convenient to construct and low in cost.
本发明公开了一种适应高落差的大跨度悬垂脊线反曲双坡菱形网壳体系，包括屋盖结构、混凝土结构以及连接屋盖结构与混凝土结构的竖向构件；屋盖结构呈单脊反曲双坡结构形式，其垂直于屋脊线方向延伸至建筑边界端为低区；竖向构件包括设置在屋盖结构低区的第一道抗侧构件、设置在屋盖结构内部的第二道抗侧构件和内部竖向钢柱以及沿着屋盖结构外轮廓布置的外围竖向钢柱；第一道抗侧构件包括设置在屋盖结构转角区域的柱间支撑柱、连接在相邻柱间支撑柱之间的水平撑、连接在柱间支撑柱之间且位于柱间支撑柱上部和下部的交叉斜撑以及连接在柱间支撑柱之间且位于柱间支撑柱中部区域的平行斜撑。本申请具有结构稳定、便于施工、成本低的优点。
Large-span overhanging ridge line inflexion double-slope rhombic reticulated shell system suitable for high fall
一种适应高落差的大跨度悬垂脊线反曲双坡菱形网壳体系
WU HAO (author) / GENG HAIXIA (author) / JIANG YANG (author) / YUAN GUOMIAO (author) / SUN KE (author) / ZHOU WENJING (author) / GUO YANG (author) / YANG YONG (author) / HE YANG (author)
2024-09-03
Patent
Electronic Resource
Chinese
Large-span dome reticulated shell support-free jig frame overhanging installation method
| European Patent Office | 2024
Large-span reticulated shell structure construction method
| European Patent Office | 2024
Large-span reticulated shell steel structure construction method
| European Patent Office | 2024
Large-span reticulated shell mounting device and using method
| European Patent Office | 2024
Large-span bolt ball reticulated shell cantilever bulk double-side sliding installation method
| European Patent Office | 2022