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PC连续箱梁桥竖向预应力最大间距设置研究OA

Study on Maximum Vertical Prestress Spacing of PC Continuous Box Girder Bridges

中文摘要英文摘要

为明确大跨PC连续箱梁桥竖向预应力间的应力场分布规律及最大竖向预应力间距的布置标准,该文推导了2根预应力束作用下的腹板应力场解析解.在此基础上分析了不同预应力间距及截面高度下的竖向应力场分布规律.在保证腹板高应力度状态的前提下,并考虑由竖向预应力扩散角引起的预应力盲区,通过引入截面应力均匀度指标,提出了最大预应力间距的设置建议.结果表明:① 应力场解析解能较好地反映腹板竖向正应力的分布规律;② 竖向预应力筋之间的应力分布随着预应力间距的改变相应变化:当竖向预应力间距较小时,扩散效应较为明显;随着竖向预应力间距的增大,扩散效应逐渐转为叠加效应;③ 为控制连续梁桥L/4位置附近的竖向正应力水平,最大竖向预应力间距应保证控制截面应力均匀度水平大于0.95.

To clarify the distribution pattern of the stress field between vertical prestresses in large-span PC continuous box girder bridges and the layout criteria for the maximum vertical prestress spacing,an analytical solution for the web stress field under the action of two prestressed tendons was derived.On this basis,the distribution patterns of the vertical stress field under various prestress spacings and sectional heights were analyzed.Under the premise of ensuring a high-stress state in the web,this study proposed recommendations for the maximum prestress spacing by introducing the sectional stress uniformity index,addressing the blind zone of prestress induced by the vertical prestress diffusion angle.The specific results are as follows:① The analytical solution of the stress field effectively reflects the distribution pattern of vertical normal stress in the web;② The stress distribution among the vertical prestress tendons varies correspondingly with changes in the prestress spacing:When the vertical prestress spacing is relatively small,the diffusion effect is pronounced;as the vertical prestress spacing increases,the diffusion effect gradually transitions to a superposition effect;③ For the control of vertical normal stress levels near the L/4 position of continuous box girder bridges,the maximum vertical prestress spacing should ensure that the stress uniformity level at the control section exceeds 0.95.

汪凡;鲁晓磊

中南勘察设计院集团有限公司,湖北 武汉 430074武汉中合众建筑科学工程有限公司,湖北 武汉 430033

交通工程

桥梁工程PC连续箱梁桥最大预应力间距平面应力问题预应力盲区截面应力均匀度

bridge engineeringPC continuous box girder bridgemaximum prestress spacingplane stress problemblind zone of prestresssectional stress uniformity

《中外公路》 2026 (1)

151-160,10

国家自然科学基金资助项目(编号:52278533)

10.14048/j.issn.1671-2579.2026.01.016

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