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对成都市二环路清水河自锚式悬索桥主缆锚固部位应力状态进行了模型试验研究,通过试验分析主缆锚固区的受力情况,了解锚固区的应力状况及受力机理,总结出实际的受力规律,确保了设计的可靠,并为今后同类桥梁的设计提供技术依据。
The stress state of anchorage part of main cable of Qingshuihe Self-anchored Suspension Bridge of Second Ring Road in Chengdu City was modeled and studied. The stress situation of anchor cable anchorage zone was analyzed through experiments and the stress mechanism and stress mechanism of anchorage zone were analyzed. The laws of force, to ensure the reliability of the design, and provide technical basis for the design of similar bridges in the future.