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恶劣环境下混凝土裂缝原因分析及控制 被引量:4

The Reason of Concrete Cracking and Control Measures under Severe Environment
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摘要 文章分析了高海拔、大温差、大风沙自然环境下混凝土产生裂缝的原因,提出控制裂缝措施。 The paper introduces reason of concrete cracking under high altitude,large temperature difference,and sandstorm natural environment,and proposes control measures.
出处 《青海电力》 2011年第1期53-55,共3页 Qinghai Electric Power
关键词 高海拔 大温差 大风沙 混凝土裂缝 控制措施 high altitude large temperature difference sandstorm concrete cracking control measures
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  • 1芦琴,朱显鸽,惠亚芳.热膨胀系数对混凝土温度应力的影响[J].水电能源科学,2010,28(8):106-107. 被引量:9
  • 2玄东兴,水中和,曹蓓蓓.水泥基材料组分热变形差异性研究[J].武汉理工大学学报,2007,29(1):30-32. 被引量:15
  • 3李金平,盛煜,丑亚玲.混凝土冻融破坏研究现状[J].路基工程,2007(3):1-3. 被引量:25
  • 4Sumarac D, Krasulja M. Damage of Plain Concrete Due to Thermal Incompatibility of Its Phases [ J ]. Int J Damage Mech, 1998 (7) :129 - 142.
  • 5王甲春,阎培渝,余红发等.混凝土结构早龄期内应力的计算[c].建筑结构学报.2006:55-57,62.
  • 6Sumarac D,Krasulja M. Damage of Plain Concrete Due to Thermal Incompatibility of Its Phases[ J ]. Int J Damage Mech, 1998(7) : 129-142.
  • 7Meyers S L. Thermal Expansion Characteristics of hardened Cement Paste and of Concrete [ J ]. Proc Highway Res Board, 1950, 30 : 193 -200.
  • 8M. Pigeon, J. Marchand, R. Pleau. Frost Resistance Concrete. Construction and Building Materials. 1996,10 ( 5 ) : 339- 348.
  • 9GoranFagerlund. Mechanical Damage and Fatigue Effects Associated with Freeze- Thaw of Materials. Proceedings of the International RELEM Workshop. Essen, Germany. The Publishing Company of RELEM, 2002 : 117-132.
  • 10Jang - Ho Jay Kim, Sang- EunJeon, Jin - KeunKim. Development of New Device for Measuring Thermal Stresses [ J ]. CemConcr Res, 2002,32:1645-1651.

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