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虚拟调索法在钢筋混凝土系杆拱桥施工中应用
引用本文:高艳秋,程锋磊. 虚拟调索法在钢筋混凝土系杆拱桥施工中应用[J]. 山西建筑, 2012, 0(34): 184-186
作者姓名:高艳秋  程锋磊
作者单位:同济大学桥梁与隧道工程系;中交隧道局第五工程公司
摘    要:针对某钢筋混凝土拱桥在施工过程中出现的吊杆索力实测值与理论值相差较大的情况,采用虚拟调索法在模型中模拟此时的状态,进行二次调索得到优化索力值,将其应用于实桥中,得到最终理想结果,经分析研究,此方法可行且具有一定的实践意义。

关 键 词:钢筋混凝土拱桥施工  吊杆索力  虚拟调索法  对比分析

On application of virtual cable tension adjustment in reinforced concrete tied arch construction
GAO Yan-qiu,CHENG Feng-lei. On application of virtual cable tension adjustment in reinforced concrete tied arch construction[J]. Shanxi Architecture, 2012, 0(34): 184-186
Authors:GAO Yan-qiu  CHENG Feng-lei
Affiliation:1.Bridge and Tunnel Engineering Department,Tongji University,Shanghai 200092,China; 2.Tunnel Engineering Bureau of China Communications No.5 Construction Corporation,Tianjin 300011,China)
Abstract:According to the fact of the larger differences between the measured value of the tied arch cable tension with the theoretic one in the construction process of some reinforced concrete arch bridge and unsatisfying tested cable adjustment for the demands, the paper adopts the virtual cable adjustment method in the simulation of the model, the optimal cable force value can be achieved in the secondary cable adjustment, applies the technique in factual bridges, achieves some ideal results, and proves by the analysis and research that the method is feasible and meaningful in practice.
Keywords:reinforced concrete arch bridge construction   tied arch cable tension   virtual cable adjustment method   comparative analysis
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