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CRTSⅢ型无砟轨道底座板防裂混凝土配合比控制技术研究 被引量:2

Research on Mix Proportion Control Technology of CRTSⅢ Ballastless Track Base Slab Anti-Cracking Concrete
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摘要 为解决CRTSⅢ型无砟轨道底座板混凝土极易开裂的现象,通过分析混凝土表面裂纹形成的主要原因,研究出混凝土配合比原材料早期水化热、匀质性、表面裂纹外因等控制技术,并进行了室内模拟试验与现场应用验证。室内模拟试验结果显示,胶材用量为397 kg/m3,粉煤灰掺量25%,水胶比0.35,入模坍落度控制在140~160 mm,含气量在4%~6%范围内,振捣后的浮浆厚度在2~5 mm之间,最大芯部温度为56℃,最大温差为16℃,模拟试件56 d内均未发生裂纹现象。现场应用结果表明,结合现场施工控制措施,溜槽施工只出现3条裂纹现象,泵送施工未出现裂纹现象,泵送优于溜槽施工,极大降低了底座板混凝土的开裂机率。 In order to solve the problem that the concrete of CRTSⅢballastless track base plate is easy to crack,this paper analyzes the main reasons for the formation of concrete surface cracks,and studies the control technologies such as the early hydration heat,uniformity,and external causes of surface cracks of the concrete mix proportion raw materials,and carries out indoor simulation tests and field application verification.The indoor simulation test results show that the amount of cementitious material is 397 kg/m~3,the amount of fly ash is 25%,the water binder ratio is 0.35,the slump into the mold is controlled within 140~160 mm,the air content is within the range of 4%~6%,the thickness of laitance after vibration is between 2~5 mm,the maximum core temperature is 56℃,the maximum temperature difference is 16℃,and no cracks occur in the simulated test pieces within 56 d.The field application results show that,combined with the on-site construction control measures,there are only 3 cracks in the chute construction,and no cracks in the pumping construction.The pumping construction is superior to the chute construction,which greatly reduces the cracking probability of the base plate concrete.
作者 周庆松 ZHOU Qingsong(China Railway Jingcheng Engineering Inspection Co.Ltd.,Beijing 102444,China)
出处 《铁道建筑技术》 2023年第7期49-52,共4页 Railway Construction Technology
基金 中铁二十二局集团有限公司科技研发计划项目(16-02B)。
关键词 混凝土 表面裂纹 匀质性 配合比 模拟结果 浮浆厚度 concrete surface crack uniformity mix proportion simulation result laitance thickness
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  • 1王硕太,马国靖,朱志远,刘晓曦,吴永根,敦晓.高性能道面混凝土配合比设计[J].公路交通科技,2007,24(4):25-28. 被引量:44
  • 2GJB1278A-2009军用机场水泥混凝土道面设计规范[s].2009.
  • 3GJB 1112A-2004,军用机场场道工程施工及验收规范[S].北京:中国人民解放军总后勤部,2004.
  • 4HOERNER T E,DARTER M L.Guide to developing performance related specifications for HPC Pavement[R].Volumel :Pratical Guide, Final Report and Appendix A,Pubilication No.FHWA-RD-98-155,February,1999.
  • 5MEHTAPK,MONTEIROPJM.混凝土微观结构、性能与材料[M].覃维祖,王栋民,丁建彤,译.北京:中国电力出版社,2008.
  • 6王硕太,薛菁,刘晓曦,朱志远.机场道面高强混凝土早期抗裂性评价[J].建筑技术,2007,38(9):650-652. 被引量:6
  • 7公路桥涵施工技术规范(JTG/T F50-2011)[S].北京:人民交通出版社,2011.
  • 8Z Y Shi,S S.Law,L M.Zhang.Structural damage detection from modal strain energy change[J].Journal of Engineering Mechanics,2000,126(12).
  • 9胡泽清.不同母岩粗、细骨料对混凝土性能影响试验研究[J].水利水电施工,2008(1):96-104. 被引量:4
  • 10杨钱荣,黄士元.引气混凝土的特性研究[J].混凝土,2008(5):3-7. 被引量:35

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