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Reinforced concrete space truss combined bearing platform
The invention relates to a reinforced concrete space truss combined bearing platform which comprises a bearing platform body, a space truss arranged in the bearing platform body, a plurality of pier columns arranged at the upper end of the bearing platform body and provided with pier column vertical anchor rods, and a plurality of pile foundations arranged at the lower end of the bearing platform body and provided with pile foundation vertical anchor rods. The space truss comprises an upper chord member, a plurality of lower chord members, a plurality of web members arranged between the upper chord member and the lower chord members and a plurality of spherical nodes. The upper chord members, the web members, the lower chord members, the lower ends of the pier column vertical anchor rods and the upper ends of the pile foundation vertical anchor rods are connected into a whole through spherical nodes. The reinforced concrete space truss combined bearing platform is small in size, adapts to complex environments and has little influence on the surrounding environment, and the construction efficiency of the bearing platform is improved through industrial construction.
本发明涉及一种钢筋混凝土空间网架组合承台,包括:承台,置于承台中的空间网架,若干个置于承台上端且设有墩柱竖向锚杆的墩柱,若干个置于承台下端且设有桩基竖向锚杆的桩基;空间网架包括:上弦杆,若干个下弦杆、若干个置于上弦杆和下弦杆之间的腹杆,若干个球形节点;下弦杆等间距阵列分布,上弦杆、腹杆、下弦杆、墩柱竖向锚杆下端、桩基竖向锚杆上端之间通过球形节点连接成整体。所述的钢筋混凝土空间网架组合承台,承台体积较小,适应复杂环境,对周围环境影响较少,通过工业化建造提升承台施工效率。
Reinforced concrete space truss combined bearing platform
The invention relates to a reinforced concrete space truss combined bearing platform which comprises a bearing platform body, a space truss arranged in the bearing platform body, a plurality of pier columns arranged at the upper end of the bearing platform body and provided with pier column vertical anchor rods, and a plurality of pile foundations arranged at the lower end of the bearing platform body and provided with pile foundation vertical anchor rods. The space truss comprises an upper chord member, a plurality of lower chord members, a plurality of web members arranged between the upper chord member and the lower chord members and a plurality of spherical nodes. The upper chord members, the web members, the lower chord members, the lower ends of the pier column vertical anchor rods and the upper ends of the pile foundation vertical anchor rods are connected into a whole through spherical nodes. The reinforced concrete space truss combined bearing platform is small in size, adapts to complex environments and has little influence on the surrounding environment, and the construction efficiency of the bearing platform is improved through industrial construction.
本发明涉及一种钢筋混凝土空间网架组合承台,包括:承台,置于承台中的空间网架,若干个置于承台上端且设有墩柱竖向锚杆的墩柱,若干个置于承台下端且设有桩基竖向锚杆的桩基;空间网架包括:上弦杆,若干个下弦杆、若干个置于上弦杆和下弦杆之间的腹杆,若干个球形节点;下弦杆等间距阵列分布,上弦杆、腹杆、下弦杆、墩柱竖向锚杆下端、桩基竖向锚杆上端之间通过球形节点连接成整体。所述的钢筋混凝土空间网架组合承台,承台体积较小,适应复杂环境,对周围环境影响较少,通过工业化建造提升承台施工效率。
Reinforced concrete space truss combined bearing platform
钢筋混凝土空间网架组合承台
WANG CHANGJIANG (Autor:in) / DAI SHAODONG (Autor:in) / YU MAOFENG (Autor:in) / LI CHUANG (Autor:in) / HU XIANGSEN (Autor:in)
22.11.2022
Patent
Elektronische Ressource
Chinesisch
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