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大体积混凝土基础底板施工的裂缝控制 被引量:1

Crack Control in Construction of Mass Concrete Foundation Slab
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摘要 针对基础工程结构设计特点,以某基础工程大体积混凝土的施工实例,介绍了大体积混凝土的原材料选择、配合比设计、浇注工艺、养护测温及温度控制技术,并给出了完整的温差和温度应力的理论计算数据。由于采取了综合技术措施,该基础工程大体积混凝土施工时不留置任何后浇带或施工缝,一次性连续浇捣成型。经观察,未发现任何有害裂缝,混凝土质量优良,确保了工程质量。 According.to the features in foundation structure design and incorporating with the practice for a construction of mass concrete foundation structure, mass concrete material selection, mixture ratio design, pouring technology, concrete curing, temperature measure and control technology were presented. The entire temperature difference and temperature stress theoretical calculation data were also proposed. Because comprehensive technology measures were taken, the mass concrete of this foundation structure was continuously poured at a time, no later-poured belt or construction joint reserved during concrete placement. By later observation, no harmful crack was found, the concrete quality was fine, and the project quality was therefore ensured.
出处 《辽宁工业大学学报(自然科学版)》 2008年第4期239-241,277,共4页 Journal of Liaoning University of Technology(Natural Science Edition)
关键词 大体积混凝土 筏式基础 配合比 温度测控 mass concrete raft foundation mixture ratio temperature measure and control
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  • 1何培玲.大体积混凝土养护温度自动调控抗裂技术研究[J].武汉理工大学学报,2005,27(6):110-112. 被引量:2
  • 2徐伟,吴春萍.大体积混凝土温度裂缝控制及分析[J/OL].中国科技论文在线(http://www.paper.edu.on),2007-01-14.
  • 3刘丽莉.收缩引起混凝土结构裂缝的控制[J/OL].中国科技论文在线(http://www.paper.edu.cn),2007-04-23.
  • 4GB50010-2002.混凝土结构设计规范[S].[S].北京:中国建筑工业出版社,2002..
  • 5建筑施工手册(第四版)[K].北京:中国建筑工业出版社,2003.
  • 6JGJ55-2000,普通混凝土配合比设计规程[S].2001.

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