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拱桥吊杆诸论与破损安全技术——响水沟大桥吊杆设计阐述
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(四川大学建筑及环境学院 成都 610065)

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汤国栋

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U448.22

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Theories of arch bridge boom and safety technology of damage -- Design of Xiangshuigou Bridge boom
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(College of Architecture and Environment, Sichuan University, Chengdu 610065, China)

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    摘要:

    吊杆钢索骤断毁桥,研究十分热烈,产生了诸如"短吊杆"论、"双吊杆"论、"锈蚀致断"论以及"多吊杆"技术,…等等,众论纷纭,并在工程设计与事故诊断中应用。小小吊杆,危及全桥,问题在于:现行的桥梁吊杆设计,承认其存在失效的可能(概率);"三年一检测","疑断拆换"、"换则全(或成批地)换"等技术,显然不能根本排除钢索骤断的危险。失效分析(所谓材料诊断学)认为,拱桥吊杆为多因素的共同乃至耦合的作用;非单一、表象的论断所能概括。在简要分析、论述和断索实例考查后,认为:上述诸论,存在瑕疵,未必成立,或者根本不能成立。近而,介绍了响水沟大桥,基于"钢索破损安全技术"的吊杆设计,以阐明其技术要点及应用,探索解决问题的途径。

    Abstract:

    The sudden breaking of the boom cable destroyed the bridge, and the research is very enthusiastic, resulting in such technologies as "short boom" theory, "double boom" theory, "rust breaking" theory and "multi-boom" technology. And so on, there are many opinions, and it is applied in engineering design and accident diagnosis. Small boom, endanger the whole bridge, the problem is: the current design of bridge boom, admit the possibility of failure (probability); Techniques such as "three years of testing "," suspected disassembly ", and" replacement is complete (or batch) replacement "obviously cannot fundamentally rule out the risk of sudden cable breakage. According to the failure analysis (so-called material diagnostics), the common and even coupled action of the arch bridge derrick is multiple factors. Not a single, superficial argument can be summarized. After a brief analysis, discussion and a case study, the author holds that the above theories are flawed, may not be valid, or cannot be established at all. At last, the paper introduces the design of the boom of Xiangshuigou Bridge based on "safety technology of cable breakage", in order to clarify its technical key points and applications, and explore the way to solve the problem.

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引用本文

Guodong Tang, Suifeng Mao, Guangming Liao, Wei Long, Ende Liu Theories of arch bridge boom and safety technology of damage -- Design of Xiangshuigou Bridge boom. Prestress Technology 2012,16(05):14-21. 10.59238/j. pt.2012.05.002

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  • 在线发布日期: 2023-08-06
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