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机构地区:[1]济南大学材料科学与工程学院,山东济南250022
出 处:《建筑材料学报》2008年第4期397-402,共6页Journal of Building Materials
基 金:国家自然科学基金资助项目(50502017);山东省中青年科学家奖励基金资助项目(2005B504005)
摘 要:以硫铝酸钡钙水泥的主要矿物C2.75B1.25A3S^-(1.75CaO·1.25BaO·3Al2O3·CaSO4)为基础,用分析纯化学试剂Fe2O3对C2.75B1.25A3S^-中的铝离子进行取代,合成了硫铁铝酸钡钙水泥系列矿物,并研究了该系列矿物的强度发展规律.设计该矿物的化学式为1.75CaO·1.25BaO·(3-X)Al2O3·XFe2O3·CaSO4,研究表明,当X值取为0.5~1.7时,试样的抗压强度都是令人满意的,但当X值超过1.8时试样强度开始下降;当X值取1.5时试样强度最高.其1.3,28d抗压强度可分别达到64.00,77.75.86.62MPa.Based on C2.75B1.25A3S^-(1.75CaO·1.25BaO·3Al2O3· CaSO4), which are the dominant minerals in Ba-bearing sulfoaluminate cement, the calcium barium sulfo-ferritealuminate series of new cement minerals were synthesized by a different equivalent of Fe^3+ , replacing for Al^3+ ions. With the help of differential scanning calorimetry/thermal gravimetric(DSC/TG), the optimum burning temperature was discussed. The composition and structure of the clinker minerals were studied by means of X-ray diffraction(XRD) analysis and scanning electron microscope (SEM). The results indicate that the size of the crystal formed in above condition is about 4- 5 μm in diameter, the molar composition of Fe^3+ ions is from 0.5 to 1.7, and optimum composition is 1.5. At the optimum level, the compressive strength of the minerals after 1, 3 and 28 d can reach 64.00, 77.75, 86.62 MPa respectively.
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