植生混凝土性能的试验研究 |
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引用本文: | 戢文占,王珂,张涛,霍亮. 植生混凝土性能的试验研究[J]. 绿色科技, 2011, 0(9) |
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作者姓名: | 戢文占 王珂 张涛 霍亮 |
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作者单位: | 中国建筑股份有限公司技术中心,北京,101300 |
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摘 要: | 采用多孔混凝土的配合比设计方法,分别以20%、25%、30%3种不同的孔隙率为目标进行了配合比设计。重点对植生混凝土的强度、实测孔隙率、混凝土孔隙内的pH值等主要指标进行了对比,并分别阐述了各指标的影响因素。试验结果表明:合理的配合比设计,在保证孔隙率20%~30%要求下,可以配制出强度等级达到C10的植生混凝土。
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关 键 词: | 植生混凝土 孔隙率 强度 |
Experimental Research on Properties of Planting Concrete |
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Abstract: | Based on the mix design methods of porous concrete,this paper makes mix design for three different porosity which respectively reach 20%25 %,30%. The test makes comparison of the strength of plant-ing concrete,the measured porosity and PH value of the concrete pore,and alson describes the influencing factors of the indexes. The results show that a reasonable mix design,while ensuring the porosity of 20% 30% ,can be prepared to planting concrete with C10 strength grade. |
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Keywords: | planting concrete porosity strength |
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