混凝土中胶凝材料水化引起的温升预测方法与实测温度的比较

K. ., J. ., Kunwar Sushil Kumar ., Devendra Ramtekkar .
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引用次数: 0

摘要

本文对印度马哈拉施特拉邦那格浦尔地铁换乘站基础原型构件混凝土的温升特性进行了试验研究。通过在原型结构中嵌入热电偶-电阻温度探测器(RTD),在混凝土过程中测量实际温升。测量是在组件的5个位置进行的-通过在每个位置插入热电偶(TC)的3层,总共有15层。热电偶记录的温度监测由数字记录仪手动完成,每小时监测13天,然后每3小时监测一次。在接下来的21天及以后,但在本报告中限于14天。记录插入时的温度,即初始/启动温度和达到的最高温度,记录达到峰值温度的时间。时间-温度曲线显示了实际温度的上升和下降趋势,其中混凝土内部和表面的所有热效应,如水泥水化的放热反应、传导、对流和混凝土的热性能如比热、导热系数、扩散系数等的影响,以及外界因素如环境温度、湿度、风速、太阳辐射等。固化和脱模都发挥了各自的作用,结果是在嵌入的TC记录测量值时达到的实际温度。实测温度与现有的各种经验公式预测混凝土最高温度的方法(如PCA法、ACI委员会报告的绝热温升曲线和ASCE方法)的比较表明,实测温度与预测值的正、负均有差异。
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COMPARISON OF TEMPERATURE RISE PREDICTION METHODS WITH MEASURED TEMPERATURES DUE TO HYDRATION OF CEMENTITIOUS MATERIALS IN CONCRETE
The paper deals with the experimental study which was carried out to investigate the temperature rise characteristics of the concrete used in a prototype component of foundation for Interchange station of Nagpur Metro Rail Project, Nagpur, Maharashtra State. The actual temperature rise was measured by embedding Thermo Couples – Resistance temperature detector (RTD) in the prototype structure during concreting. The measurements were taken at 5 locations in the component – a pile cap by inserting thermo couples (TC’s) in 3 layers at each location totaling to 15 in all. The monitoring of temperature recorded by thermocouples was done by digital recorder manually on hourly basis up to 13 days and then once in 3 hrs. up to next 21 days and beyond but restricted to 14 days in this reporting. The temperature at the time of insertion i.e. initial/starting temperature was noted and maximum temperature reached, the time to reach peak temperatures was recorded. The plot of time-temperature demonstrated the actual temperature rise, its trend both increasing and decreasing wherein all the thermal effects in and on the concrete such as effects of exothermic reaction of hydration of cement, conduction, convection and thermal properties of concrete such as specific heat, thermal conductivity, diffusivity and so also the external factors such as ambient temperature, humidity, wind speed, solar radiation, curing and form removal have played their role and the resultant was the actual temperature reached at that point where the measurements have been recorded by embedded TC’s. The comparison of the actual measured temperatures made with the various methods available to predict maximum concrete temperatures by empirical formulas such as PCA method, adiabatic temperature rise curves as published in ACI committee reports and ASCE method showed that the actual measured temperatures vary on plus as well as minus side over predicted.
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