首页> 外文期刊>Jordan Journal of Mechanical and Industrial Engineering >The Role of Double-Cylinder Insulation Technology in Ensuring the Quality of Bored Pile Concrete under Negative Temperature Condition
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The Role of Double-Cylinder Insulation Technology in Ensuring the Quality of Bored Pile Concrete under Negative Temperature Condition

机译:双缸绝缘技术在负温条件下确保钻孔桩混凝土质量的作用

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In this paper, the cement concrete with low heat of hydration was prepared by adding fly ash, and then used in the double-cylinder insulation technology.Based on heat dissipation test, thermal conductivity test and low temperature strength test of the prepared concrete, the growth law of concrete strength under negative temperature condition was studied.The strengths of three concrete test piles at the corresponding temperature were measured by ultrasonic method, and the influence law of double-cylinder insulation technology on the change of concrete strength was studied.The results show that the curing temperature dropped from 20?C to -3?C, -5?C and -7?C on the 28th day.Compared with the standard curing temperature, the strength loss was 29.7%, 31.7% and 42.8%, respectively.There were similar rules on the 60th day and 28th day.In the first 7 days, the temperature of low hydration heat concrete was 1.~2.8°C lower than that of ordinary concrete.From the 7th day to the 28th day, the temperature of low hydration heat concrete was 0.5°C higher than that of ordinary concrete.After applying the double-cylinder insulation technology to the concrete, the temperature was increased by 7.9°C, 7.3°C and 4.8°C in 0~3rd day, 3rd~7th day and 7th~28th day, respectively.Compared with strength on the 28th day, the strength of low-hydration heat concrete was 2.15% higher than that of ordinary concrete.After applying polyurethane insulation layer, the strength of the low-hydration heat concrete increased by 18.6% compared with that of the low-hydration heat concrete without insulation layer.
机译:在本文中,通过添加粉煤灰制备具有低水合热的水泥混凝土,然后在双缸绝缘技术中使用。基于散热试验,导热试验和制备混凝土的低温强度试验,研究了负面温度条件下的混凝土强度的生长规律。通过超声波方法测量相应温度的三个混凝土试验桩的强度,研究了双缸绝缘技术对混凝土强度变化的影响。结果显示固化温度从20μl到-3?c,-5?c和-7?c,-5?c和-7?c。与标准固化温度相比,强度损失为29.7%,31.7%和42.8%,分别是在第60天和第28天的类似规则。在前7天,低水合热混凝土温度低于普通混凝土的温度为1.〜2.8°C。从第7天到第28天,温度低水合散热混凝土的成形高于普通混凝土的0.5°C。将双缸绝缘技术应用于混凝土,温度升高7.9°C,7.3°C和4.8°C,0〜第3天,第3〜第7天和第7天和第7天,分别在第28天的强度分别,低水合热混凝土的强度高于普通混凝土的2.15%。施用聚氨酯绝缘层后,低于较低的强度 - 氢化混凝土比没有绝缘层的低水合热混凝土相比增加了18.6%。

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