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桥梁体外预应力加固方案研究

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针对桥梁体外预应力加固技术,本文采用桥梁博士 V4.0.2程序及平面杆系结构计算软件,对某预应力钢筋混凝土桥梁进行承载能力模拟计算,根据计算结果,通过体外预应力加固,最后对比分析了加固前后的承载能力,结果表明:桥梁的整体稳定性与承载力得到显著提高,跨中截面下缘的应力储备增加,主梁的最大主拉应力降低,主梁的跨中挠度得到有效控制,提升了结构刚度和安全可靠度,为类似桥梁加固提供了理论依据和实践指导.
Study on External Prestressing Reinforcement Scheme of Bridge
In view of the external prestressing reinforcement technology of bridge,this paper uses Dr.Bridge V4.0.2 program and plane bar structure calculation software to simulate the bearing capacity of a prestressed reinforced concrete bridge.According to the calculation results,through external prestressing reinforcement,the bearing capacity before and after reinforcement is compared and analyzed.The results show that the overall stability and bearing capacity of the bridge are significantly improved,the stress reserve at the lower edge of the mid-span section is increased,the maximum principal tensile stress of the main beam is reduced,and the mid-span deflection of the main beam is effectively controlled.The structural stiffness and safety reliability are improved,which provides theoretical basis and practical guidance for similar bridge reinforcement.

external prestressbridge reinforcementstructural stabilitybearing capacity

石登峰、孙鹏鹏

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中国市政工程中南设计研究总院有限公司,湖北武汉

体外预应力 桥梁加固 结构稳定性 承载力

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(20)