摘要
利用非破损检测方法中砂浆回弹法现场检测砌筑砂浆与贯入法现场检测砌筑砂浆的检测结论对比,对提高砌筑砂浆抗压强度非破损检测结果的可靠性有一定的帮助。对工程现场实际贯入法与回弹法检测砖墙中砌筑砂浆抗压结果进行分析,对今后的现场检测工作具有一定的参考意义。
The comparison between the test conclusion of masonry mortar in the field and the test conclusion of masonry mortar in the non-breakage test method is helpful to improve the reliability of non-breakage test results of masonry mortar.In this paper,the results of the test of masonry mortar pressure resistance in brick wall by the actual method of penetration and rebound are analyzed.It is of certain reference significance to the filed inspection work in the future.
作者
程伟
Cheng Wei(Hefei Branch of Anhui Institute of Water Resources Science,Hefei 230088,China;Anhui Construction Engineering Quality Supervision and Testing Station,Hefei 230088,China)
出处
《山西建筑》
2019年第2期39-41,共3页
Shanxi Architecture
关键词
砌体砂浆
贯入
回弹
抗压强度
masonry mortar
incoming
rewind
compressive strength
