钢筋混凝土轨道梁最优断面尺度的确定
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Determination of optimum section scale of reinforced concrete track beam
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    摘要:

    针对钢筋混凝土轨道梁荷载基本相当而断面尺度差别较大的问题,分别选取典型轮压工况下桩基轨道梁和弹性地基轨道梁两种结构形式,采用二维弹性支撑连续梁模型,利用大型有限元软件STAAD进行数值分析。钢筋混凝土轨道梁截面高度是轨道梁内力的一个重要影响因素,其他条件不变的情况下内力随梁高增大而增大;弹性地基轨道梁截面高度以0.4~1.0 m为宜,且应配置抗剪受力钢筋;桩基轨道梁最优断面主要受桩间距影响,在轮压和桩间距一定的情况下存在一个所需钢筋最小的梁高,此梁高可作为设计梁高

    Abstract:

    In connection with the section of reinforced concrete track beam varying significantly under the same mechanical load,two kinds of structural forms of the pile foundation track beam and the elastic foundation track beam are selected respectively under typical wheel pressure conditions.The numerical analysis is carried out by the large-scale finite element software STAAD.The results show that the cross section height of RC beam is an important factor of the internal force of track beam,and the internal force increases with beam height under the same condition.The proper height of section beam of elastic foundation is 0.4~1.0 m.The optimum beam cross section of pile foundation beam is mainly affected by pile spacing,and there is a minimum required beam height under the condition of wheel pressure and pile spacing,which can be used as the design beam height.

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陆 微,李春良,任增金.钢筋混凝土轨道梁最优断面尺度的确定[J].水运工程,2017(7):103-107.

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  • 在线发布日期: 2017-07-17
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