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Research on hydration heat temperature field in mass concrete baseplate of large water conveyance pump station

机译:大型输水泵站大体积混凝土底板水化热温度场研究。

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The temperature field distribution and development of hydration heat of mass concrete at early ages are very important for the safety of structure. Based on the monitored data of a thick concrete baseplate in a deep foundation in Shanghai Qingcaosha Raw Water Engineering, the temperature distribution and development process with temporal variation were studied. It's found that the cement hydration change greatly in the first 2.5 days and the temperature distribution in the thickness direction is high in the middle and low at both sides with a shape of asymmetrical parabola. It's also found that the temperature gradient is quite gentle in the middle but steep at both sides. The upper surface of concrete baseplate was influenced by the ambient temperature mostly, so the temperature gradient was most steep and it's the most dangerous part. The temperature difference between the internal part of the baseplate and the surface experinced a process of increase at first and then decrease. The biggest temperature defference occurred in the initial stage of temperature depression in the middle part when the hydration heat completely released, which was about 3 days after the concrete was cast. So it's the most dangerous period of concrete in the first 3 days. It's also proved by the monitored data that concrete curing by water storage can effectively reduce the influence of ambient on the temperature field distribution in the concrete baseplate, which was beneficial to the control of temperature crack. At last, some suggestions were put forward for the control of temperature stress for mass concrete baseplate.
机译:早期大体积混凝土的温度场分布和水化热的发展对结构的安全性非常重要。基于上海青草沙原水厂深层基础中厚混凝土底板的监测数据,研究了随时间变化的温度分布和发育过程。研究发现,水泥的水化作用在开始的2.5天内变化很大,且厚度方向的温度分布在中部偏高,两侧偏低,呈不对称抛物线形状。还发现中间的温度梯度相当平缓,但两侧均较陡。混凝土底板的上表面受环境温度的影响最大,因此温度梯度最陡,是最危险的部分。基板内部和表面之间的温差先经历了先升高后降低的过程。最大的温度差发生在水化热完全释放时,在中间温度下降的初始阶段,这大约是在浇铸混凝土后的三天。因此,这是前三天混凝土最危险的时期。监测数据还表明,蓄水养护可有效减少环境对混凝土底板温度场分布的影响,有利于控制温度裂缝。最后对大体积混凝土底板的温度应力控制提出了一些建议。

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