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废弃型壳砂混凝土的基本力学性能研究

An Approach to Obtain Mechanics Properties of Waste Foundry Sand Concrete

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【作者】 胡海柯; 赵恒义; 樊海平;

【Author】 HU Hai-ke,ZHAO Heng-yi,FAN Hai-ping(Mechanics and Material Science Research Center,Ningbo University,Ningbo 315211,China)

【机构】 宁波大学力学与材料科学研究中心;

【摘要】 通过一系列试验证明了废弃型壳砂具有良好的级配,其有害物质含量基本符合使用要求.此外,废弃型壳砂混凝土的配置试验和基本力学性能试验结果进一步表明,废弃型壳砂混凝土的流动性较差,水灰比、砂率和龄期对废弃型壳砂混凝土的抗压强度影响巨大.最后并通过拟合得到了废弃型壳砂混凝土的受压应力-应变全曲线方程。

【Abstract】 A series of tests indicate that waste foundry sand(WFS) satisfies the engineering requirements set for aggregate gradation level with its noxious components within the technical tolerance.Based on the test results of ingredient mixing and basic mechanics properties,it is found that the fluidity of WFS concrete is not up to technical standards,and the stress resistance is greatly affected by water-to-granule ratio,sand proportion and time lapse.A complete curvilinear function indicating the relation between stress and strain is obtained using fitting technique for WFS concrete.

【基金】 宁波市科技计划项目(2004B100003)
  • 【文献出处】 宁波大学学报(理工版) ,Journal of Ningbo University(Natural Science & Engineering Edition) , 编辑部邮箱 ,2008年03期
  • 【分类号】TU528.56
  • 【下载频次】26
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