聚脲加固砖填充墙抗爆性能的试验和分析方法研究  

Experimental and analytical study on blast resistance performance of brick infill walls strengthened with polyuria

作　　者：许林峰 陈力[1] 李展 岳承军 XU Linfeng;CHEN Li;LI Zhan;YUE Chengjun(Engineering Research Center of Safety and Protection of Explosion&Impact of Ministry of Education,Southeast University,Nanjing 211189,Jiangsu,China;Army Engineering University of PLA,Nanjing 210007,Jiangsu,China)

机构地区：[1]东南大学爆炸安全防护教育部工程研究中心,江苏南京211189 [2]陆军工程大学,江苏南京210007

出　　处：《爆炸与冲击》2022年第7期124-135,共12页Explosion and Shock Waves

基　　金：国家自然科学基金(51978166);国家重点研发计划(2019YFC0706105)。

摘　　要：为了掌握聚脲喷涂加固砖填充墙的抗爆特性,基于一种改进的大型爆炸试验装置,开展了聚脲加固框架砖填充墙的原型爆炸试验,分析了爆炸荷载作用下加固砖墙的动力响应特征和破坏过程及模式,揭示了其失效破坏机理。研究结果表明,聚脲加固可大幅提升填充墙构件的抗爆性能,显著增加填充墙构件的变形延性;加固砖墙受爆炸荷载作用发生振动的过程其体系刚度不断变化,最高相差133%;随着比例距离降低,加固砖墙的破坏模式逐渐由弯曲破坏转为剪切破坏,聚脲厚度超过6 mm可以有效限制局部剪切破坏现象;基于砖墙和聚脲涂层的抗力函数建立的理论计算模型,可以较为准确地预测爆炸作用下背爆面加固双向砖墙的正向位移响应过程。In order to study the blast-resistance characteristics of polyurea sprayed reinforced brick infill walls,a prototype explosion test of polyurea sprayed reinforced frame infill walls was carried out based on an improved large-scale explosion test device.This test device eliminates the influence of the sparse wave formed by the air shock wave at the edge of the wall and the diffraction behind the wall on the real blast resistance test dynamic response of the wall,and significantly improves the accuracy of the blast resistance test of brick infill walls strengthened with polyuria.The dynamic response characteristics,failure process and mode of reinforced brick walls under explosion load were analyzed,and the failure mechanism was revealed.The results show that under small deformation conditions,polyurea reinforcement can improve the blast-resistance of infilled wall members.Under large deformation conditions,polyurea reinforcement can increase the ductility of filled wall members.The system stiffness of reinforced brick wall changes continuously during forced vibration,and the maximum difference is 133%.With the decrease of the proportional distance,the failure mode of the reinforced brick wall gradually changes from bending failure to shear failure.The polyurea thickness of more than 6 mm can effectively limit the local shear failure phenomenon.The theoretical calculation model based on the resistance function of brick wall and polyurea coating can accurately predict the forward displacement response process of two-way brick wall reinforced by back blasting surface under explosion.

关 键 词：聚脲 砖墙 抗爆试验 体系刚度 抗力函数 

分 类 号：O383[理学—流体力学] O389[理学—力学]