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Thermal Analysis of Hydration Heat in Mass Concrete with Different Cement Binder Proportions

机译:不同水泥粘合剂比例的质量混凝土水合热的热分析

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This study is conducted to evaluate analytically the effect of cement binder proportions (ordinary Portland cement, blast-furnace slag and fly ash) on the hydration heat of mass concrete with specific compressive strength of 30 MPa. Two types of blended concretes were mixed; binder of PSLB _352 consists of ordinary Portland cement (OPC) : blast-furnace slag (BFS) : fly ash (FA) = 3 : 5 : 2 and binder of PSLB _442 comprise OPC : BSF : FA = 4 : 4 : 2. For comparison, a control concrete mixture was mixed with commercial low-heat cement. To measure temperature characteristics due to hydration heat of each mixture, large concrete blocks were cast and temperature within concrete blocks was measured until the equilibrium temperature was reached. Finite element model was developed for predicting hydration heat of mass concrete based on thermal characteristics of mass concrete derived from large concrete blocks. The effect of cement binder proportions on the hydration heat of mat foundation was evaluated by developed finite element model.
机译:本研究进行了分析化学粘合剂比例(普通波特兰水泥,炉渣和粉煤灰)对质量混凝土水化热量的分析效果,具有30MPa的特异性抗压强度。混合两种混合的混合混合物; PSLB _352的粘合剂由普通的波特兰水泥(OPC)组成:Blast-Furnace Slag(BFS):飞灰(FA)= 3:5:2和PSLB _442的粘合剂包含OPC:BSF:FA = 4:4:2。为了比较,将对照混凝土混合物与商业低温水泥混合。为了测量由于每种混合物的水化热引起的温度特性,将大的混凝土嵌段浇铸,并测量混凝土块内的温度直至达到平衡温度。开发了有限元模型,用于预测基于大型混凝土砌块的质量混凝土热特性的质量混凝土水化热。通过开发的有限元模型评估了水泥粘合剂比例对垫基础水合热的影响。

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