摘要
系统研究了0％、30％、50％、70％和100％五种粗骨料取代率对再生混凝土立方体抗压强度、棱柱体抗压强度、劈裂抗拉强度、抗折强度以及弹性模量等力学性能的影响。试验结果表明，随着再生粗骨料取代率的增加，再生混凝土立方体抗压强度和棱柱体抗压均逐渐增大，劈裂抗拉强度有一定程度的降低，弹性模量逐渐降低。结合试验数据的分析，建立了再生混凝土立方体抗压强度与棱柱体抗压强度、劈裂抗拉强度、抗折强度以及弹性模量的换算关系。
The mechanical properties of recycled aggregate concrete （RAG） are studied with the replacement rate of 0%, 30%, 50%, 70% and 100%, such as the cube compressive strength, prism compressive strength, splitting tensile strength, flexural strength and modulus. The test results shows that with the replacement rate of re- cycled coarse aggregate, the cube and prism compressive strength gradually increasing, the splitting tensile strength has decreased to some extent, while the modulus gradually decreasing. Combined with the analysis of test data, the conversion relationship between the prism compressive strength, splitting tensile strength, flexural strength, modu- lus and the cube compressive strength are established.
出处
《陕西交通职业技术学院学报》
2012年第2期17-20,共4页
Journal of Shaanxi College of Communication Technology
关键词
再生混凝土
再生粗骨料取代率
力学性能
换算关系
recycled aggregate concrete（RAC）
recycled coarse aggregate replacement rate（RCARR）
mechanical properties
conversion relationship
