A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tower bottom anchoring structure of concrete-filled steel tube combined tower and construction method of tower bottom anchoring structure
The invention discloses a tower bottom anchoring structure of a concrete-filled steel tube combined tower and a construction method thereof, and relates to the technical field of bridge construction, the device comprises at least four concrete-filled steel tube tower columns, and the bottoms of the concrete-filled steel tube tower columns are anchored to a concrete foundation; the connecting plate assembly is arranged among the four concrete-filled steel tube tower columns and connected with the four concrete-filled steel tube tower columns, a concrete part is poured in the connecting plate assembly, and the concrete part and the concrete-filled steel tube tower columns are connected into a whole. Compared with the prior art, the connecting plates are adopted to connect the concrete in the tower columns into a whole to share stress, so that the capacity of each tower column for bearing force in all directions is improved, and the durability of the combined tower is improved.
本发明公开了一种钢管混凝土组合塔的塔底锚固结构及其施工方法，涉及桥梁施工技术领域，该装置包括至少四个钢管混凝土塔柱，所述钢管混凝土塔柱底部锚固于混凝土基础；连接板组件，其设于四个所述钢管混凝土塔柱之间，并与四个所述钢管混凝土塔柱相连，所述连接板组件内浇筑有混凝土部，且所述混凝土部与所述钢管混凝土塔柱的连为一体。相比于现有技术，本申请中采用连接板以将多个塔柱内的混凝土连为一体分担受力，从而增加了每个塔柱的承受各向力的能力，进而提高了组合塔的耐久性。
Tower bottom anchoring structure of concrete-filled steel tube combined tower and construction method of tower bottom anchoring structure
The invention discloses a tower bottom anchoring structure of a concrete-filled steel tube combined tower and a construction method thereof, and relates to the technical field of bridge construction, the device comprises at least four concrete-filled steel tube tower columns, and the bottoms of the concrete-filled steel tube tower columns are anchored to a concrete foundation; the connecting plate assembly is arranged among the four concrete-filled steel tube tower columns and connected with the four concrete-filled steel tube tower columns, a concrete part is poured in the connecting plate assembly, and the concrete part and the concrete-filled steel tube tower columns are connected into a whole. Compared with the prior art, the connecting plates are adopted to connect the concrete in the tower columns into a whole to share stress, so that the capacity of each tower column for bearing force in all directions is improved, and the durability of the combined tower is improved.
本发明公开了一种钢管混凝土组合塔的塔底锚固结构及其施工方法，涉及桥梁施工技术领域，该装置包括至少四个钢管混凝土塔柱，所述钢管混凝土塔柱底部锚固于混凝土基础；连接板组件，其设于四个所述钢管混凝土塔柱之间，并与四个所述钢管混凝土塔柱相连，所述连接板组件内浇筑有混凝土部，且所述混凝土部与所述钢管混凝土塔柱的连为一体。相比于现有技术，本申请中采用连接板以将多个塔柱内的混凝土连为一体分担受力，从而增加了每个塔柱的承受各向力的能力，进而提高了组合塔的耐久性。
Tower bottom anchoring structure of concrete-filled steel tube combined tower and construction method of tower bottom anchoring structure
一种钢管混凝土组合塔的塔底锚固结构及其施工方法
LIU KEFENG (author) / ZOU MINYONG (author) / SHAN QIUWEI (author) / MANDA TAMOTSU (author) / YANG GUANGWU (author) / LI LIN (author)
2023-03-07
Patent
Electronic Resource
Chinese
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