安装工程 2026年 第卷 第08期

DOI: 10.7672 / sgjs2026080001

索结构索力识别技术及关键影响因素分析

赵一峰¹’²,王泽强²,李心霞³,杜 可³,胡 洋²,尤德清²,卢立飞²

作者简介:

赵一峰,博士后,E⁃mail: afeng8603@ tju. edu. cn

作者单位:

1. 北京建工集团有限责任公司博士后科研工作站,北京 100055;2. 北京市建筑工程研究院有限责任公司,北京 100039; 3. 北京建筑大学,北京 100044

基金项目:

∗国家自然科学基金(52208142,52578156);北京市教育委员会科学研究计划(KM202410016015);北京市博士后工作经费资助项目(2025⁃ZZ⁃061);北京市科技计划“揭榜挂帅”项目(Z251100004525015)

摘要:

面向索结构安全检测与长期运维的实际需求,系统梳理 6 类索力识别技术的核心原理与适用场景,重点聚焦三点弯曲法索力识别技术,深入分析其技术发展现状及配套仪器的设计进展. 在此基础上,从初始误差、横向位移、剥离长度、物理抗弯刚度等关键维度,系统剖析影响该方法识别精度的主要因素. 研究结果表明,各类索力识别技术均存在明确的适用边界,针对既有索结构的专用索力测试技术仍较为匮乏;三点弯曲法虽存在大直径拉索检测的技术瓶颈,但凭借其独特优势,在工程实践中应用广泛,尤其适用于既有索结构的索力检测. 此外,提升三点弯曲法的索力测试精度与适用范围,除需合理控制现场使用条件外,还需进一步优化仪器结构设计、完善理论修正方法,为索结构长期安全运维提供技术支撑.

English:

In response to the practical demands of safety inspection and long⁃term operation andmaintenance of cable structures, the core principles and applicable scenarios of six types of cable forceidentification technologies are systematic ally, with a particular focus on the three⁃point bending methodfor cable force identification. The current technological development status and the design progress of theassociated instruments are analyzed. On this basis, the key factors influencing the accuracy of thismethod from critical dimensions such as initial error, lateral displacement, stripping length, and physicalflexural rigidity are analyzed. The research results indicate that each type of cable force identificationtechnology has a clear applicable boundary, and currently, dedicated cable force testing technologies forexisting cable structures are still relatively scarce. Although the three⁃point bending method has atechnical bottleneck in the detection of large⁃diameter tension cables, it is widely applied in engineeringpractice due to its unique advantages, especially for the cable force detection of existing cable structures.Additionally, to enhance the accuracy and applicability of the three⁃point bending method in cable forcetesting, it is necessary to not only reasonably control the on⁃site usage conditions but also further optimizethe instrument structure design and improve the theoretical correction methods, providing technicalsupport for the long⁃term safe operation and maintenance of cable structures.