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摘要：
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本文叙述了在科威特舒艾拜油码头夏季平均气温 40℃ ,极端气温 5 5℃ ,地表温度甚至高于 80℃的环境条件下 ,为保证混凝土的连续浇筑、混凝土的施工质量而采取的多种措施。
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The paper describes the various measures taken during the rehabilitation of Shuaiba Oil Pier in Kuwait to ensure the continuous placement of concrete and the quality of the concrete at such summer atmospheric temperatures that the average was 40℃, the extreme high temperature was 55℃ and the surface temperature above the ground was even higher than 80℃.
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基金项目：
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作者简介：
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参考文献：
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[1] ASI3 0 5 R-91高温混凝土施工 .
[2 ] ASI3 18M/3 18RM-89混凝土质量、混合和浇筑 .
[3 ] ASTM C12 7-90新拌混凝土的取样方法 .
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