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养护条件对风积砂混凝土强度及孔隙发展规律的影响

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养护条件在混凝土强度发展过程中起到了重要作用,为了研究其对风积砂混凝土性能的影响,进行了立方体抗压试验确定最优风积砂替代率,在此基础上通过核磁共振试验,讨论自然养护、标准养护、水养护三种条件下混凝土微观结构发展规律.结果表明:混凝土较优风积砂替代率为20%,此时抗压强度达到最大;不同养护条件下风积砂混凝土抗压强度规律为:水养护>标准养护>自然养护;水养护与标准养护条件下风积砂混凝土 T2图谱随养护龄期的增加逐渐向左移动,无害孔占比较高,但自然养护条件下,有害孔占比较高,不利于提高抗压强度;相较于标准养护,水养护条件下混凝土峰结束位置较早,平均孔径减小,无害孔占比增加.
Effect of curing conditions on strength and pore development of aeolian sand concrete
The curing condition plays an important role in the development of concrete strength,in order to study its influence on the performance of aeolian sand concrete,the cube compressive test was carried out to determine the optimal replacement rate of aeolian sand.On this basis,the development law of concrete microstructure under natural curing,standard curing and water curing were discussed by nuclear magnetic resonance test.The results show that the optimum replacement rate of aeolian sand is 20%,and the compressive strength reaches the maximum.The compressive strength of aeolian sand concrete under different curing conditions is:water curing>standard curing>natural curing.The T2 map of aeolian sand concrete under water curing and standard curing conditions gradually moves to the left with the increase of curing age,and the proportion of harmless holes is relatively high.However,under natural curing conditions,the proportion of harmful holes is relatively high,which is not conducive to improving the compressive strength.Compared with standard curing,the end position of concrete peak under water curing condition is earlier,the average pore size decreases,and the proportion of harmless holes increases.

aeolian sand concretecuring conditionmechanical propertypore structure

张慧梅、景盼园、李玉根

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西安科技大学理学院,西安 710054

西安科技大学建筑与土木工程学院,西安 710054

榆林学院建筑工程学院,榆林 719000

风积砂混凝土 养护条件 力学性能 孔隙结构

国家自然科学基金国家自然科学基金榆林市产学研项目住建部研究开发项目(2020)榆林高新区科技局项目

51868075121722802019-101-62020-K-067CXY-2021-10

2024

建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
年,卷(期):2024.54(6)
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