摘要
为了解一种新型的AL网架板装配式墙体中V形钢筋桁架连接件的力学性能,对其在夹心保温墙体构件中的拉拔和剪切性能进行了试验研究。试验结果表明:1)V形钢筋桁架连接件在内叶板的锚固深度分别为25mm、35 mm时,后者的峰值荷载较于前者增加了33.5%,对应位移减少了10.1%。2)保温板厚度增加,其峰值荷载降低显著,保温板厚度100 mm的峰值荷载比80 mm的降低了12.1%,对应位移增加了1.2%;竖向加载比横向加载试件峰值荷载增加明显,增量为43.1%,但完全破坏时荷载接近,对应位移减少了4.8%。剪切试验结果表明,保温板对试验结果的影响较明显。
The pulling and shear properties of the V-shaped truss connector in sandwich insulation wall components are studied through experiments to understand its mechanical properties in AL mesh frame plate prefabricated wall.The results show that:1)When the anchor depth of the V-shaped connector is 25 mm and 35 mm respectively,the peak load of the latter increases by 33.5%and the corresponding displacement decreases by 10.1%compared with that of the former.2)The peak load is reduced significantly with the increase of insulation plate thickness.The peak load of insulation board thickness of 100 mm is reduced by 12.1%and the corresponding displacement increases by 1.2%compared with that of 80 mm.The peak load of vertical load is higher than that of transverse load,increasing by 43.1%,while the load is close when the specimen is completely destroyed,and the corresponding displacement is reduced by 4.8%.The results of the shear test show that the thermal insulation board has a significant impact on the test results.
作者
梁永朵
易露军
付素娟
张学勇
孙治国
LIANG Yongduo;YI Lujun;FU Sujuan;ZHANG Xueyong;SUN Zhiguo(School of Civil Engineering and Architecture,East China University of China,Nanchang 330013,China;Hebei Institute of Building Science,Shijiazhuang 050000,China;Hebei Prefabricated Housing Engineering Research Center,Shijiazhuang 050000,China;ANNENG Green Building Science and Technology Co.,Ltd.,Lingshou 050500,China;China Earthquake Administration Key Laboratory of Building Collapse Mechanism and Disaster Prevention,Institute of Disaster Prevention,Sanhe 065201,China)
出处
《广西科技大学学报》
2022年第1期26-32,共7页
Journal of Guangxi University of Science and Technology
基金
东华理工大学博士科研启动基金项目(DHBK2019246)
河北省建筑科技研究计划项目(2020-211)
国家自然科学基金项目(51978167)
河北省重点研发计划项目(21375405D)资助。
