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低温下大体积高强混凝土裂缝成因分析与控制
引用本文:黄伟. 低温下大体积高强混凝土裂缝成因分析与控制[J]. 露天采矿技术, 2007, 0(6): 67-70
作者姓名:黄伟
作者单位:淮南联合大学,安徽,淮南,232001
摘    要:大体积混凝土施工中,水泥水化引起混凝土内部温度变化以及外界约束条件是导致混凝土产生裂缝的主要原因。尤其在矿井建设中,裂缝将会影响混凝土的整体性、防水性和耐久性。因此如何控制混凝土裂缝是井壁混凝土施工技术的关键。结合工程实际和现场实测,对低温条件下大体积高强混凝土裂缝成因进行分析,并提出相应的措施。

关 键 词:大体积混凝土  低温  裂缝  约束  分析与控制
文章编号:1671-9816(2007)06-0067-04
收稿时间:2007-08-21
修稿时间:2007-08-21

Analysis and control of large volume high strength concrete crack in low temperature
HUANG Wei. Analysis and control of large volume high strength concrete crack in low temperature[J]. Opencast Mining Technology, 2007, 0(6): 67-70
Authors:HUANG Wei
Abstract:During the casting of large volume concrete, the change of internal temperature in concrete resulted from hydration of cement and bounding constraint mainly lead to cracks of concrete. The cracks will affect concrete characters such as waterproofness,wear and whole, especially the construction of mine shafts. Thus, How to control the cracks is the key to concrete construction.Based on construction practice and measuration locale, the paper analyses the cracks and gives relative measures in low temperature.
Keywords:large volume concrete   low temperature  crack  constraint   andlysis and control
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