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Half-through spatial deformed steel box arch bridge
The invention relates to the technical field of bridges, in particular to a half-through spatial special-shaped steel box arch bridge which is characterized in that a first pier is connected with a beam body, second piers are arranged on the two sides of the end, away from the first pier, of the beam body respectively, meanwhile, the second piers are connected with the beam body, and a special-shaped arch rib is arranged along the central axis; one end of the special-shaped arch rib is connected with the first bridge pier, the other end of the special-shaped arch rib is provided with two connecting parts, each connecting part is correspondingly connected with one second bridge pier, meanwhile, a plurality of suspenders are arranged at intervals along the central axis, the bottom end of each suspender is connected with the beam body, and the top end of each suspender is connected with the special-shaped arch rib; according to the special-shaped steel arch bridge, the beam body is hoisted by the special-shaped arch rib through the plurality of suspenders, and the dead weight and the borne load of the bridge are transmitted to the ground through the piers at the two ends of the special-shaped arch rib, so that the stability degree of the special-shaped steel arch bridge can be guaranteed, and the technical defect that the stability degree and the attractiveness of the special-shaped steel arch bridge cannot be guaranteed at the same time is overcome.
本发明涉及桥梁技术领域,特别涉及一种中承式空间异型钢箱拱桥,让第一桥墩与梁体连接,然后在梁体远离第一桥墩的一端的两侧分别设置一个第二桥墩,同时将第二桥墩均与梁体连接,再将异型拱肋沿中心轴线布置,并且让异型拱肋的一端与第一桥墩连接,另一端设置两个连接部,让每一个连接部对应连接一个第二桥墩,同时再设置多根吊杆,让多根吊杆沿中心轴线间隔布置并且让各吊杆的底端均与梁体连接,顶端均与异型拱肋连接,利用异型拱肋通过多根吊杆将梁体吊起,并通过异型拱肋的两端通过桥墩将桥梁的自重以及承受的荷载传递给地面,进而使得能够保证异形钢拱桥的稳定程度,解决了无法同时保证异形钢拱桥的稳定程度以及美观度的技术缺陷。
Half-through spatial deformed steel box arch bridge
The invention relates to the technical field of bridges, in particular to a half-through spatial special-shaped steel box arch bridge which is characterized in that a first pier is connected with a beam body, second piers are arranged on the two sides of the end, away from the first pier, of the beam body respectively, meanwhile, the second piers are connected with the beam body, and a special-shaped arch rib is arranged along the central axis; one end of the special-shaped arch rib is connected with the first bridge pier, the other end of the special-shaped arch rib is provided with two connecting parts, each connecting part is correspondingly connected with one second bridge pier, meanwhile, a plurality of suspenders are arranged at intervals along the central axis, the bottom end of each suspender is connected with the beam body, and the top end of each suspender is connected with the special-shaped arch rib; according to the special-shaped steel arch bridge, the beam body is hoisted by the special-shaped arch rib through the plurality of suspenders, and the dead weight and the borne load of the bridge are transmitted to the ground through the piers at the two ends of the special-shaped arch rib, so that the stability degree of the special-shaped steel arch bridge can be guaranteed, and the technical defect that the stability degree and the attractiveness of the special-shaped steel arch bridge cannot be guaranteed at the same time is overcome.
本发明涉及桥梁技术领域,特别涉及一种中承式空间异型钢箱拱桥,让第一桥墩与梁体连接,然后在梁体远离第一桥墩的一端的两侧分别设置一个第二桥墩,同时将第二桥墩均与梁体连接,再将异型拱肋沿中心轴线布置,并且让异型拱肋的一端与第一桥墩连接,另一端设置两个连接部,让每一个连接部对应连接一个第二桥墩,同时再设置多根吊杆,让多根吊杆沿中心轴线间隔布置并且让各吊杆的底端均与梁体连接,顶端均与异型拱肋连接,利用异型拱肋通过多根吊杆将梁体吊起,并通过异型拱肋的两端通过桥墩将桥梁的自重以及承受的荷载传递给地面,进而使得能够保证异形钢拱桥的稳定程度,解决了无法同时保证异形钢拱桥的稳定程度以及美观度的技术缺陷。
Half-through spatial deformed steel box arch bridge
中承式空间异型钢箱拱桥
XU HAO (Autor:in) / LIN JUNMIN (Autor:in) / MA MIN (Autor:in) / ZHOU GUANGHUI (Autor:in) / GOU WENLIANG (Autor:in) / LI XIAN (Autor:in)
16.05.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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