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疏水改性珊瑚骨料砂浆的配合比设计及其性能试验

Mix Proportion Design and Performance Experiment of Hydrophobic Modified Coral Aggregate Mortar

  • 摘要: 为提升珊瑚骨料砂浆的疏水性能,采用聚二甲基硅氧烷(Polydimethylsiloxane, PDMS)对矿粉进行改性制备了疏水改性矿粉,基于Modified Andreasen-Andersen(MAA)模型与响应面法设计了砂浆配合比,配制了疏水改性珊瑚骨料砂浆。通过对比分析了单掺PDMS、单掺疏水改性矿粉以及PDMS+疏水改性矿粉对该砂浆疏水性能和力学性能的影响,基于X射线衍射、傅里叶变换红外光谱和扫描电子显微镜等技术研究了其疏水机理。试验结果表明:试验中所使用的疏水改性矿粉均通过含量为5%的PDMS进行改性制备;5%PDMS+10%疏水改性矿粉组呈现出优异的疏水性能,接触角高达123.4°,8 h的经时吸水率为0.16%,相较于空白组、单掺5%PDMS组和单掺10%疏水改性矿粉组,抗压强度分别降低了37.7%、提高了14.5%和降低了39.2%;PDMS通过在水化硅酸钙表面形成疏水薄膜提升材料疏水性,疏水改性矿粉通过阻断孔隙连通性切断水分传输路径,进而实现疏水效果;PDMS通过减少水化硅酸钙含量从而降低疏水改性珊瑚骨料砂浆的抗压强度,疏水改性矿粉的作用与之相反;PDMS的负面效应在抗压强度上占据主导地位。

     

    Abstract: In order to improve the hydrophobic properties of coral aggregate mortar, hydrophobic modified mineral powder was prepared by modifying mineral powder with polydimethylsiloxane (PDMS). Based on Modified Andreasen-Andersen (MAA) model and response surface method, the mortar mix ratio was designed, and hydrophobic modified coral aggregate mortar was developed. The effects of single-doped PDMS, single-doped hydrophobic modified mineral powder and PDMS+hydrophobic modified mineral powder on the hydrophobic properties and mechanical properties of the mortar were compared and analyzed. The hydrophobic mechanism was studied based on X-ray diffraction, Fourier transform infrared spectroscopy and scanning electron microscopy. The test results show that the hydrophobic modified mineral powder used in the test is modified by PDMS with a content of 5%. The 5% PDMS+10% hydrophobic modified mineral powder group showed excellent hydrophobic properties, with a contact angle of up to 123.4° and water absorption of 8 h is 0.16%. Compared with the blank group, the 5% PDMS group and the 10% hydrophobic modified mineral powder group, the compressive strength decreased by 37.7%, increased by 14.5% and decreased by 39.2%, respectively. PDMS improves the hydrophobicity of the material by forming a hydrophobic film on the surface of hydrated calcium silicate, and the hydrophobic modified mineral powder cuts off the water transport path by blocking the pore connectivity, thereby achieving the hydrophobic effect. PDMS reduces the compressive strength of hydrophobically modified coral aggregate mortar by reducing the content of hydrated calcium silicate, while the effect of hydrophobically modified mineral powder is opposite. The negative effect of PDMS dominates the compressive strength.

     

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