磷石膏矿渣水泥混凝土的水化机理及耐久性
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作者单位:

1.武汉科技大学;2.中建商品混凝土有限公司

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TU502.6

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Hydration Mechanism and Durability of Phosphogypsum Slag Cement Concrete
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1.Wuhan University of Science and Technology;2.China State Construction Commercial Concrete Co. , Ltd

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    摘要:

    通过水化热、电阻率、孔溶液pH值、抗压强度、抗折强度、软化系数和电通量测试,并结合XRD和SEM-EDS分析,研究了磷石膏矿渣水泥混凝土的水化过程以及耐水性能、抗氯离子渗透性能的变化规律.结果表明:随着磷建筑石膏(CPG)掺量的增大,水泥浆体的3 d水化热和电阻率逐渐增大,主要水化产物均为二水石膏和AFt. 当CPG掺量从40%增加到70%,28 d抗压与抗折强度分别降低了28.3%、30.0%,孔溶液的pH值基本保持不变,AFt含量从27.6%减小到8.0%,C-S-H凝胶的钙硅比从5.44减小到3.39.磷石膏矿渣水泥混凝土试件的软化系数均大于1,电通量均小于500C,表明具有优异的耐水性能和抗氯离子渗透性能.

    Abstract:

    Through tests on hydration heat, electrical resistivity, pH value of pore solution, compressive and flexural strength, softening coefficient and electric flux, along with XRD and SEM-EDS analyses, the hydration process, water resistance and chloride penetration resistance of phosphogypsum slag cement concrete were studied. The results show that with the increase of CPG content, the hydration heat and electrical resistivity of cement paste at 3 days increase gradually, and the main hydration products are gypsum and AFt. When the CPG content increased from 40 % to 70 %, the 28-day compressive and flexural strength decreased by 28.3 % and 30.0 %, respectively. The pH value of the pore solution remained basically unchanged, the AFt content decreased from 27.6 % to 8.0 %, and the Ca / Si ratio of the C-S-H gel decreased from 5.44 to 3.39. The softening coefficients of phosphogypsum slag cement concrete specimens are less than 500 C, the electric fluxes are over than 1, indicating that the concrete has a very good water resistance and chloride penetration resistance.

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  • 收稿日期:2024-07-12
  • 最后修改日期:2024-09-13
  • 录用日期:2024-09-18
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