自保温再生混凝土的配合比优化设计

Optimization of Mix Proportion Design of Thermal Insulation & Recycled Concrete

  • 摘要: 研究了不同再生细骨料取代率和玻化微珠体积掺量对再生保温混凝土性能的影响. 对 28d龄期各组试块的立方体抗压强度、 导热系数和密度进行了测试, 对试验结果进行了分析, 综合 28d立方体抗压强度和导热系数两个指标对自保温再生混凝土的配合比进行了优化. 结果表明:随玻化微珠体积掺量增加, 28d立方体抗压强度、 导热系数和密度均降低;再生细骨料取代率和玻化微珠体积掺量同28 d 立方体抗压强度、 导热系数和密度的关系可由多项式拟合;再生细骨料取代率为50%、 玻化微珠体积掺量为110%时的配合比为优化配合比.

     

    Abstract: With the total recycled coarse aggregate replacement, the influence of recycled fine aggregate replacement ratio and glazed hollow bead volume replacement on thermal insulation & recycled concrete were studied by experimental tests. The cubic compressive strength, thermal conductivity and density of 28 d aged concrete specimen were tested, the experimental results were analyzed, and the mix proportion design of thermal insulation & recycled concrete was optimized with 28 d cubic compressive strength and thermal conductivity consideration. The results showed that: the cubic compressive strength, thermal conductivity and density decreased with the increase of glazed hollow bead volume replacement, their relationship was polynomial fitting; the mix proportion with recycled fine aggregate 50% replacement and the glazed hollow bead 110% volume replacement was the optimized design

     

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