Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pier-beam connecting structure of steel-concrete composite beam bridge and construction method of pier-beam connecting structure
The invention discloses a pier-beam connection structure of a steel-concrete composite beam bridge, which comprises a steel structure cross beam system, a concrete filled steel tube pier and a steel-concrete composite beam system, and the steel structure cross beam system, the concrete filled steel tube pier and the steel-concrete composite beam system are consolidated through cast-in-place concrete to form a steel-concrete composite structure; the problems that in the prior art, a structural form of a bent cap and a support is adopted for a steel-concrete composite bridge, the overall stress performance is not high, materials are not saved, the bridge scale is enlarged, the maintenance cost is high, durability is poor, the occupied space under the bridge is large, the construction period and quality are not easy to control, the industrial building degree is low, and the landscape effect is poor are solved. And the quality is easy to control.
本发明公开了一种钢混组合梁桥的墩梁连接构造，包括钢结构横梁系统、钢管混凝土桥墩和钢混叠合梁系统，所述钢结构横梁系统、钢管混凝土桥墩和钢混叠合梁系统之间通过现浇混凝土固结形成钢混组合结构；解决了现有技术中钢混叠合桥梁采用盖梁+支座的结构形式整体受力性能不高、材料不节约、桥梁规模加大、维修养护代价大、耐久性差、桥下占用空间大、工期和质量不易控制、工业化建造程度低、景观效果差等问题，并具有施工简单、快捷、高效，质量容易控制的特点。
Pier-beam connecting structure of steel-concrete composite beam bridge and construction method of pier-beam connecting structure
The invention discloses a pier-beam connection structure of a steel-concrete composite beam bridge, which comprises a steel structure cross beam system, a concrete filled steel tube pier and a steel-concrete composite beam system, and the steel structure cross beam system, the concrete filled steel tube pier and the steel-concrete composite beam system are consolidated through cast-in-place concrete to form a steel-concrete composite structure; the problems that in the prior art, a structural form of a bent cap and a support is adopted for a steel-concrete composite bridge, the overall stress performance is not high, materials are not saved, the bridge scale is enlarged, the maintenance cost is high, durability is poor, the occupied space under the bridge is large, the construction period and quality are not easy to control, the industrial building degree is low, and the landscape effect is poor are solved. And the quality is easy to control.
本发明公开了一种钢混组合梁桥的墩梁连接构造，包括钢结构横梁系统、钢管混凝土桥墩和钢混叠合梁系统，所述钢结构横梁系统、钢管混凝土桥墩和钢混叠合梁系统之间通过现浇混凝土固结形成钢混组合结构；解决了现有技术中钢混叠合桥梁采用盖梁+支座的结构形式整体受力性能不高、材料不节约、桥梁规模加大、维修养护代价大、耐久性差、桥下占用空间大、工期和质量不易控制、工业化建造程度低、景观效果差等问题，并具有施工简单、快捷、高效，质量容易控制的特点。
Pier-beam connecting structure of steel-concrete composite beam bridge and construction method of pier-beam connecting structure
钢混组合梁桥的墩梁连接构造及其施工方法
QIAO YUNQIANG (Autor:in) / YANG DING (Autor:in) / CHEN XIAOHU (Autor:in) / CHEN JIAYONG (Autor:in) / DENG YU (Autor:in) / LU GAN (Autor:in) / ZHENG GUANGQIN (Autor:in) / LIU LINLONG (Autor:in) / XIAO KUI (Autor:in)
01.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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