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钢渣细骨料泡沫混凝土制备及抗压强度计算

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为实现钢渣资源化利用,以钢渣作为细骨料,采用不同钢渣粒径、钢渣取代量和水胶比制备了钢渣泡沫混凝土试块,通过7 d无侧限抗压强度确定出最优配合比为 1.18 mm钢渣粒径、20%(与水泥质量比,下同)钢渣取代量、0.45 水胶比.根据分形理论建立了最优配合比下钢渣泡沫混凝土抗压强度与孔隙率的关系式,试样的分形维数D可由盒计数法算出.此分形模型计算的抗压强度预测值与试验值吻合度较高.通过对比其他文献中泡沫混凝土抗压强度的实测值,证明了分形计算模型能够准确预测出泡沫混凝土的抗压强度,具有良好的应用前景.
Preparation and compressive strength calculation of steel slag fine aggregate foam concrete
In order to realize the resource utilization of steel slag,steel slag foam concrete(SSFC)test blocks were prepared by using steel slag as fine aggregate,using different steel slag particle size,steel slag replacement amount and water binder ratio.Through 7 d unconfined compressive strength,the optimal mix proportion was determined as follows:1.18 mm steel slag particle size,20%(mass ratio with cement,the same below)steel slag replacement amount and 0.45 water binder ratio.Based on the fractal theory,the relationship between the compressive strength and porosity of SSFC under the optimal mix proportion is established.The fractal dimension D of the sample can be calculated by the box counting method.The predicted compressive strength of the fractal model is in good agreement with the experimental value.By comparing the experimental values of the compressive strength of foam concrete(FC)in other literatures,it is also proved that the fractal calculation model can accurately predict the compressive strength of FC and has a good application prospect.

steel slagfoam concretecompressive strengthporositybox counting methodfractal theory

王浩、项国圣、李华健

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安徽工业大学 建筑工程学院,安徽 马鞍山 243002

钢渣 泡沫混凝土 抗压强度 孔隙率 盒计数法 分形理论

国家自然科学基金

41702311

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(3)
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