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豫西山区水兑河特大桥墩形方案比选研究

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洛阳水兑河特大桥为连续多跨简支梁桥,墩身数量多,高度跨度大,确保工程质量的同时降低施工成本,提高施工效率是工程重点研究问题.本文采用Midas/Civil软件建立不同高度下4种墩身结构方案有限元模型,计算不同工况下墩身稳定系数,研究温差荷载、风荷载对4类墩柱结构初始缺陷影响程度,综合施工工艺、施工成本等方面对墩身结构方案进行综合比选.结果表明:双肢圆柱墩工艺简单,成本降低25%,低层施工安全性高,适合20 m以下墩柱施工;双肢方柱墩在20~35 m墩高时力学性能较好,外观质量出色,适合此高度区间墩柱施工;35~60 m高度区间墩柱数量较多,等截面箱型墩施工成本和整体工期优于变截面箱型墩,保证工程质量前提下考虑整体项目工期与施工成本,选择等截面箱型墩为最佳方案;60 m以上高墩安全问题突出,变截面箱型墩力学性能优势明显,施工安全性高,为最优结构方案.水兑河特大桥采用优选方案顺利完成施工,整体工程取得良好经济收益,对豫西地区类似工程提供一定借鉴与参考.
Comparison and Selection of Pier Shapes for the Shuidui River Bridge in the Mountainous Area of Western Henan
The Shuidui River Bridge in Luoyang is a continuous multi-span simply supported bridge,which has a large number of piers,a great height and large span.Ensuring the quality of the project while reducing the construction cost and improving the construction efficiency are the key research issues of the project.Midas/Civil software was used to establish the finite element model of four kinds of pier structure schemes,calculate the stability coefficients of the pier under different working conditions.And study the effect of temperature load and wind load on the initial defects of four types of pier-column structures,and the comparison and selection of pier schemes are made from construction technology to design cost.The study result shows that the double-limb cylindrical pier has a simple process,the cost is reduced by 25%,and the low-rise construction safety is high,which is suitable for the construction of piers below 20 m;When the pier height is 20~35 m,the double-limb square column pier has better mechanical properties and excellent appearance quality,which is suitable for the construction of pier columns in this height interval;The number of piers in the height interval of 35~60 m is large,and the construction cost and overall construction period of the constant-section box pier are better than the variable-section box pier.On the premise of ensuring the quality of the project,considering the overall project duration and construction cost,choosing the box pier of equal section is the best solution;The safety problems of high piers above 60 m are prominent,and the mechanical properties of variable-section box-type piers have obvious advantages and high construction safety,which is the optimal structural scheme.The Shuidui River Bridge was successfully completed by adopting the optimal scheme,and the overall project achieved good economic benefits,which provided a certain reference for similar projects in western Henan.

expresswayviaductscheme comparisondouble-column bridge pierbox piermechanical propertiestechnical economy

王怡、张伟、张天翔、周祺凯、梁斌

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河南科技大学土木建筑学院,河南洛阳 471023

中铁九局集团第六工程有限公司,沈阳 110013

中铁(河南)新川高速公路有限公司,河南洛阳 471099

高速公路 高架桥 方案比选 双柱墩 箱型墩 力学性能 技术经济

国家自然科学基金资助项目中铁九局集团有限公司重点科研项目

U1604135202115

2024

河南大学学报(自然科学版)
河南大学

河南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.464
ISSN:1003-4978
年,卷(期):2024.54(4)
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