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大体积混凝土温度裂缝成因分析及控制方法

Analysis of Causes and Control Methods for Temperature Cracks in Large Volume Concrete

  • 摘要: 由于大体积混凝土的结构尺寸较大、水泥用量多,容易产生温度裂缝,影响大体积混凝土结构的安全性和耐久性,因此如何有效地控制温度裂缝的产生和发展成为一个重要的研究课题。水泥水化热、环境温度变化、混凝土特性以及结构约束等因素均会导致温度裂缝的产生。目前常用的大体积混凝土温控技术主要包括原材料选择、施工工艺和温度控制。由于传统温控方法存在施工工序较复杂、工程造价较高等问题,添加纤维、使用相变材料或智能温控技术成为当下温度裂缝控制的新方法,但新方法的应用仍需要进一步的探索和优化。

     

    Abstract: Due to the large structural dimensions and high cement content of large volume concrete, temperature cracks are prone to occur, which affect the safety and durability of large volume concrete structures. Therefore, how to effectively control the occurrence and development of temperature cracks has become an important research topic. Factors such as cement hydration heat, environmental temperature changes, concrete characteristics, and structural constraints can all lead to the occurrence of temperature cracks. The commonly used temperature control technologies for large volume concrete mainly include raw material selection, construction technology, and temperature control. Due to the complex construction process and high engineering cost of traditional temperature control methods, adding fibers, using phase change materials or intelligent temperature control technology have become new methods for temperature crack control. However, the application of new methods still needs further exploration and optimization.

     

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