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基于正交试验的磷酸镁水泥配比及早期性能研究

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基于正交试验的方法,分析了M/P、水胶比、粉煤灰掺量和微碳铬铁粉渣掺量对磷酸镁水泥(MPC)流动度、1 d和3 d抗压强度的影响规律,获得MPC的最佳配合比,并对其组成及微观结构进行了研究.结果表明:掺矿物掺合料的MPC的最优配合比为M/P=8、水胶比0.18、粉煤灰掺量为25%、微碳铬铁粉渣掺量为10%,其中水胶比是影响流动度的重要因素,M/P是影响抗压强度的重要因素;复掺粉煤灰和微碳铬铁粉渣的MPC的主要物相组成为未反应的MgO和MgKPO4·6H2O;矿物掺合料的掺入可以有效地密实MPC基体的内部结构,使其早期强度得到提高.
Study on the ratio and early performance of magnesium phosphate cement based on orthogonal test
Based on the orthogonal test method,the effects of M/P,water-binder ratio,fly ash content and micro-carbon fer-rochrome powder slag content on the fluidity,1 d and 3 d compressive strength of magnesium phosphate cement(MPC)were ara-lyzed.The optimum mix ratio of MPC was obtained,and the composition and microstructure of MPC were studied.The results show that the optimal mix ratio of MPC with mineral admixtures is M/P=8,water-binder ratio 0.18,fly ash content 25%,and micro-car-bon ferrochrome powder slag content 10%.The water-binder ratio is an important factor affecting the fluidity,and M/P is an im-portant factor affecting the compressive strength.The main phase composition of MPC mixed with fly ash and micro-carbon fer-rochrome slag is unreacted MgO and MgKPO4·6H2O.The addition of mineral admixtures can effectively densify the internal struc-ture of MPC matrix and improve its early strength.

magnesium phosphate cementmineral admixturesorthogonal testearly performancemicro performance

邹金丽、顾炳伟、王景正、龚致远

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江苏海洋大学土木与港海工程学院,江苏连云港 222002

江苏省海洋工程基础设施智能建造工程研究中心,江苏连云港 222002

磷酸镁水泥 矿物掺合料 正交试验 早期性能 微观性能

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(2)
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