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A platform for research: civil engineering, architecture and urbanism
Suspended monorail large-span track-turnout combined structure and method
The invention relates to a suspended monorail large-span track-turnout combined structure and method. Two track beams, a stack beam and two groups of turnouts are connected and combined to form a group of large-span track-turnout combined structure, the track beams and the turnouts are rigidly connected and combined, the track beams and the turnout beams are rigidly connected and fixed, the track beams and cross beams are rigidly connected and fixed, the piers are connected with the track beams through supports, one ends of the track beams are located on the supports connected with the piers, the other ends are flange faces connected with tracks, turnout end connectors are consistent with the track beams, the piers are connected with the beams through the supports, and the piers are connected with side line position beam bodies of the turnout beams. The combined structure has the advantages that: 1, the problem that a suspension type monorail is limited when crossing over roads, rivers and other terrains is solved, and the terrain adaptability of the suspension type monorail is improved; 2, the number of piers (stand columns) is reduced, the actual construction amount is reduced, and the surrounding landscape is greatly promoted; and 6, interaction of left and right lines is realized, and the line changing requirement of the vehicle is met.
本发明涉及一种悬挂式单轨大跨度轨道—道岔组合式结构及方法，两根轨道梁、一根垛梁和两组道岔连接组合为一组大跨轨道—道岔组合结构，轨道梁和道岔刚性连接组合，轨道梁和道岔梁之间及轨道梁和横梁之间刚性连接固定，桥墩与轨道梁之间通过支座连接，轨道梁一端位于桥墩连接的支座，另一端为与轨道连接的法兰面，道岔端头接口与轨道梁一致，桥墩与梁通过支座连接，垛梁和道岔梁侧线位梁体连接。优点：一是解决了悬挂式单轨跨越道路、河流等地形受限的问题，提高了悬挂式单轨轨道地形适应能力；二是减少了桥墩（立柱）的数量，减少了实际的施工量，对周围景观提升有极大的促进作用；六是实现了左右线路的交互，满足了车辆的换线需要。
Suspended monorail large-span track-turnout combined structure and method
The invention relates to a suspended monorail large-span track-turnout combined structure and method. Two track beams, a stack beam and two groups of turnouts are connected and combined to form a group of large-span track-turnout combined structure, the track beams and the turnouts are rigidly connected and combined, the track beams and the turnout beams are rigidly connected and fixed, the track beams and cross beams are rigidly connected and fixed, the piers are connected with the track beams through supports, one ends of the track beams are located on the supports connected with the piers, the other ends are flange faces connected with tracks, turnout end connectors are consistent with the track beams, the piers are connected with the beams through the supports, and the piers are connected with side line position beam bodies of the turnout beams. The combined structure has the advantages that: 1, the problem that a suspension type monorail is limited when crossing over roads, rivers and other terrains is solved, and the terrain adaptability of the suspension type monorail is improved; 2, the number of piers (stand columns) is reduced, the actual construction amount is reduced, and the surrounding landscape is greatly promoted; and 6, interaction of left and right lines is realized, and the line changing requirement of the vehicle is met.
本发明涉及一种悬挂式单轨大跨度轨道—道岔组合式结构及方法，两根轨道梁、一根垛梁和两组道岔连接组合为一组大跨轨道—道岔组合结构，轨道梁和道岔刚性连接组合，轨道梁和道岔梁之间及轨道梁和横梁之间刚性连接固定，桥墩与轨道梁之间通过支座连接，轨道梁一端位于桥墩连接的支座，另一端为与轨道连接的法兰面，道岔端头接口与轨道梁一致，桥墩与梁通过支座连接，垛梁和道岔梁侧线位梁体连接。优点：一是解决了悬挂式单轨跨越道路、河流等地形受限的问题，提高了悬挂式单轨轨道地形适应能力；二是减少了桥墩（立柱）的数量，减少了实际的施工量，对周围景观提升有极大的促进作用；六是实现了左右线路的交互，满足了车辆的换线需要。
Suspended monorail large-span track-turnout combined structure and method
悬挂式单轨大跨度轨道—道岔组合式结构及方法
YU FENG (author) / NIU JUNKUAN (author) / ZHANG NING (author) / LI LIJUN (author)
2021-11-02
Patent
Electronic Resource
Chinese
IPC:
E01B
PERMANENT WAY
,
Gleisoberbau
Large-span single-rib rigid suspender combined arch structure bridge for suspended monorail
| European Patent Office | 2023