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大跨度PC桥梁有效预应力衰变行为监测与评估模型研究

Keywords: 桥梁工程,有效预应力,评估模型,名义预应力损失参数,预应力混凝土,张力测试仪

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Abstract:

在桥梁正常使用阶段,为了对预应力钢束的预应力量值衰减程度及分布性态实现有效监测,同时对其当前的服役状态实现客观评估,将研发的"预应力钢索张力测试仪"应用于束筋预应力有效值的监测。这一技术综合考虑模拟边界修正条件并结合二级差测定法的误差修正,实现了对有效预应力可靠的定周期监测。基于现行规范中较为成熟的预应力损失理论,建立了有效预应力的衰变评估模型。以典型钢束应力测值为接口参数,实现了两类名义预应力损失参数的识别,从而可同步获知结构有效预应力纵向沿程的实际分布状况。大比例模型梁实桥应用结果表明模型梁纵向沿程的预应力空间分布波动幅值小于既定的目标误差限值。评估结果能够反映结构中有效预应力衰减状况的一般规律,为完善大跨度PC桥梁结构劣化状况检测与评估技术体系奠定了基础。

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