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Research on the Temperature Control for Stream Maintenance of32 m Box G irder for Passenger Dedicated Line inW inter |
ZHANG Ke-wei |
The Second EngineeringCompany, ChinaRailwayNo.4 EngineeringGroupCo. Ltd., Suzhou, Jiangsu 215100, China |
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Abstract Research purposes: When the 32 m box girderwith girderweight of 800 t for passenger dedicated line is precasted inwinter, the internal temperature of the girderwill rise, the temperature difference between the internalpart and external part is big and the cracks easily happen on the girder surface because the heat is given out due to the cementhydration after concrete pouring. The usage of steam maintenance technology to the precasted concrete box girders can further improve the girder quality, but how to control the temperature of the steam maintenance is very importan.t In this paper, through researching and analyzing the temperature control for the stream maintenance of concrete box girder in four stages, the temperature control parameters for stream maintenance of concrete box girder in winter are offered to guide precasting concrete box girderon site and ensure the precasting quality of the girder.
Research conclusions:Through researching temperature control for the streammaintenance of32m boxgirder inwinter, the temperature control parameters for stream maintenance of concrete box girder in four stages in winter and the precasting technique of the girderare offered. The application shows all the indexes of the precasted concrete box girder meet requirements of"TechnicalSpecifications forConcrete PrecastedGirder forPassengerDedicated Line", the period ofprecasting the box girder is shortened and the precasting quality of the box girder is ensured. All of these create the foundation ofensuring the construction process.
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Received: 13 May 2009
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[1] 铁建设[2005 ]160号,客运专线铁路桥涵工程施工质量验收暂行标准[S].
[2] TZ 213)2005,客运专线铁路桥涵工程施工技术指南[S].
[3] TZ 201)2005,铁路混凝土工程施工技术指南[S].
[4] 江正荣.建筑施工计算手册[K].北京:中国建筑工业出版社, 2007.
[5] 王培民.新型和特种混凝土配合比设计及施工性能检测实用手册[K].北京:中国建材工业出版社, 2004.
[6] 秦文强.混凝土减水剂与泵送剂配方设计、生产应用新工艺新技术及混凝土裂渗防治技术实用手册[K ].北京:北方工业出版社, 2007.
[7] 刘山洪,黄强,付祥能,等.常温下大体积梁桥承台的温度监控分析[J].武汉理工大学学报, 2009(8): 55 -57.
[8] 吕兴伟.超大体积混凝土温度应力与裂缝的控制[J].工业建筑, 2008(增刊1): 42 -44.
[9] 张岗,任伟,贺拴海,等.箱梁水化热温度场时效模式及时变应力场[J].长安大学学报(自然科学版), 2008(4): 51 -56.
[10]张岗,贺拴海,宋一凡.混凝土箱梁水化热温度损伤修正耦合方法[J].交通运输工程学报, 2008(1): 54 -60.
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