用户名: 密码: 验证码:
基于气象条件的客运专线简支箱梁日照温度场研究
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Study on Temperature Fields of Simply-supported Box Girder under Solar Radiation in Passenger Dedicated Lines Based on Meteorological Conditions
  • 作者:刘勇 ; 苏海霆 ; 戴公连
  • 英文作者:LIU Yong;SU Haiting;DAI Gonglian;Hunan Provincial Communication Planning,Survey & Design Institute Co.,Ltd.;College of Mechanical and Architectural Engineering,Taishan University;School of Civil Engineering,Central South University;
  • 关键词:简支箱梁 ; 日照温度场 ; 热流边界 ; 客运专线 ; 气象条件 ; 参数化模型
  • 英文关键词:simply-supported box girder;;temperature field under solar radiation;;heat flux boundary;;passenger dedicated line;;meteorological conditions;;parametric model
  • 中文刊名:TDXB
  • 英文刊名:Journal of the China Railway Society
  • 机构:湖南省交通规划勘察设计院有限公司;泰山学院机械与建筑工程学院;中南大学土木工程学院;
  • 出版日期:2019-02-15
  • 出版单位:铁道学报
  • 年:2019
  • 期:v.41;No.256
  • 基金:山东省自然科学基金(ZR2018LE017);; 泰安市科技发展计划(2017GX0072);; 泰山学院引进人才科研启动基金(Y012018008)
  • 语种:中文;
  • 页:TDXB201902022
  • 页数:6
  • CN:02
  • ISSN:11-2104/U
  • 分类号:158-163
摘要
分析日照作用下混凝土箱梁与环境的热交换机理,结合桥位气象条件,采用瞬态热流边界模拟日照温度条件、计算客运专线简支箱梁温度场,采用实测数据对该方法进行验证。以我国客运专线采用的无砟轨道32m标准跨径简支箱梁为工程背景,分析基于气象条件的客运专线标准跨径简支箱梁日照温度场分布特征,探讨大气透明度系数、覆盖层厚度及混凝土表面吸收率等参数对箱梁温度场的影响。研究表明:箱梁日照温度边界可采用瞬态热流边界进行模拟,计算渡越时间约为84h;箱梁最值温度与大气透明度系数正相关,且对顶板温度的影响最大;梁顶覆盖层能有效减小梁顶的温度变化幅度;提高混凝土表面的光洁度或采用浅色涂层以减小混凝土表面吸收率,可有效降低箱梁的温度变化幅度。
        The heat transferring mechanism between concrete box girder under solar action and environment was analyzed.Considering meteorological conditions of bridge site,transient heat flux boundaries were applied to simulate the sunshine temperature and to calculate the temperature field of simply-supported box girder of passenger dedicated line(PDL).The results were verified with the measured data.Based on the 32 mstandard span ballastless simply-supported box girder used by the PDL in China,the distribution law of the temperature field of the PDL's simply-supported box girder under solar radiation was analyzed based on meteorological conditions.The influence of atmospheric transparency coefficient,thickness of coverage and concrete surface absorption coefficient on the temperature field of the box girder was studied.The analysis shows that the box girder's sunshine temperature boundaries can be simulated as transient heat flux,and the transition time is 84 hours.The highest and lowest temperatures of the box girder and atmospheric transparency coefficient have positive correlation,while the effect on top slab is most distinct.Meanwhile,the coverage on the girder top can effectively reduce the top slab's temperature amplitude of variation.Increasing the smoothness of concrete surface or using light-colored coating,to reduce the concrete surface absorption can effectively reduce the girder's temperature amplitude of variation.
引文
[1]孙树礼.高速铁路桥梁设计与实践[M].北京:中国铁道出版社,2011.
    [2]刘勇,戴公连,康崇杰.中国高速铁路简支梁综述[J].铁道科学与工程学报,2015,12(2):242-249.LIU Yong,DAI Gonglian,KANG Chongjie.Comprehensive Comments on Simply-supported Girders of High-speed Railway in China[J].Journal of Railway Science and Engineering,2015,12(2):242-249.
    [3]张元海,李乔.斜交连续箱梁桥的温度应力与位移研究[J].铁道学报,2009,31(4):82-86.ZHANG Yuanhai,LI Qiao.Study on the Temperature Stress and Displacement in Skew Continuous Box Girder Bridges[J].Journal of the China Railway Society,2009,31(4):82-86.
    [4]任娟娟,王平,刘学毅.客运专线桥上纵连式无砟道岔伸缩力与位移影响因素分析[J].铁道学报,2011,33(2):79-85.REN Juanjuan,WANG Ping,LIU Xueyi.Influencing Factors of Temperature Force and Displacement of Longitudinally Coupled Ballastless Welded Turnout on Bridges of Dedicated Passenger Lines[J].Journal of the China Railway Society,2011,33(2):79-85.
    [5]凯尔别克.太阳辐射对桥梁结构的影响[M].刘兴法,译.北京:中国铁道出版社,1981.
    [6]刘兴法.预应力混凝土箱形梁的日照温度应力与位移计算[J].桥梁建设,1980(1):32-38.
    [7]肖建庄,宋志文,赵勇,等.基于气象参数的混凝土结构日照温度作用分析[J].土木工程学报,2010,43(4):30-36.XIAO Jianzhuang,SONG Zhiwen,ZHAO Yong,et al.Analysis of Solar Temperature Action for Concrete Structure Based on Meteorological Parameters[J].China Civil Engineering Journal,2010,43(4):30-36.
    [8]卢文良,季文玉,杜进生.铁路混凝土箱梁温度场及温度效应[J].中国铁道科学,2006,27(6):49-54.LU Wenliang,JI Wenyu,DU Jinsheng.Temperature Field and Temperature Effect of Railway Concrete Box Girder[J].China Railway Science,2006,27(6):49-54.
    [9]彭友松,朱晓文,强士中.混凝土箱梁温度应力三维分析[J].铁道学报,2009,31(3):116-121.PENG Yousong,ZHU Xiaowen,QIANG Shizhong.Three Dimensional Analyses of Thermal Stresses in Concrete Boxgirders[J].Journal of the China Railway Society,2009,31(3):116-121.
    [10]BARSOTTI R,FROLI M.Statistical Analysis of Thermal Actions on a Concrete Segmental Box-girder Bridge[J].Structural Engineering International,2000,10(2):111-116.
    [11]CHURCHWARD A,SOKAL Y J.Prediction of Temperatures in Concrete Bridges[J].Journal of the Structural Division,1981:2163-2176.
    [12]刘勇.桥墩三维温度场简化算法及分布特征[D].长沙:中南大学,2015.
    [13]郭安辉,姜爱国,张门哲.连续箱梁桥混凝土铺装桥面梯度温度取值探讨[J].中外公路,2012,32(5):142-146.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700