摘要
进行了再生废砖粗骨料混凝土基本力学性能的试验,主要研究了与普通混凝土强度等级相同条件下再生废砖粗骨料混凝土的立方体抗压强度、轴心抗压强度、劈裂抗拉强度、弹性模量。试验结果表明:再生砖粗骨料混凝土的立方体抗压强度、轴心抗压强度、劈裂抗拉强度、弹性模量均要低于普通混凝土,其主要原因可能为再生砖粗骨料强度较低;再生砖粗骨料混凝土的立方体抗压强度、轴心抗压强度和劈裂抗拉强度与普通混凝土的破坏形式相类似。
The experiments on the basic mechanical properties of recycled waste brick coarse aggregate concrete are completed.The cu-bic compressive strength, axial compressive strength, the splitting-tensile and elastic modulus are analyzed.It is proved that the cubic com- pressive strength,axial compressive strength,the splitting-tensile and elastic modulus of recycled waste brick coarse aggregate concrete was reduced than ordinary concrete.The destruction of the cubic compressive strength, axial compressive strength and the splitting-tensile were similar between recycled waste brick coarse aggregate concrete and ordinary concrete.
出处
《混凝土》
CAS
CSCD
北大核心
2014年第4期56-58,共3页
Concrete
基金
国家自然科学基金(51368001)
江西省青年科学基金(20122BAB216005)
江西省教育厅青年科学基金(GJJ12393)
关键词
废砖粗骨料
混凝土
强度
waste brick coarse aggregate
concrete
strength