SMPM与其它加固方法的比较及RC构件加固程序简介  

Comparison SMPM with Other Strengthening Techniques and the Introduction of Member Strengthening Procedure

作　　者：岳茂光[1] 姚秋来[2] 王亚勇[2] 李宏男[1] 

机构地区：[1]大连理工大学海岸及近海工程国家重点试验室,辽宁大连116024 [2]中国建筑科学研究院工程抗震研究所,北京100013

出　　处：《工程抗震与加固改造》2007年第5期81-85,共5页Earthquake Resistant Engineering and Retrofitting

基　　金：建设部研究开发项目(05-k4-18)

摘　　要：为了减少加固设计中的大量重复性工作,依据最新颁布的《混凝土结构加固设计规范》(GB50367-2006),用EXCEL编制了钢筋混凝土构件的加固程序。应用编制的计算程序,对6根不同截面的钢筋混凝土梁,同时采用钢绞线和碳纤维进行加固设计。对采用一层同梁宽的钢绞线或碳纤维加固后梁的抗弯承载力分析表明,钢绞线加固方法对承载力提高的幅度更大。结合对加固性能指标(使用空间的影响、防火、环保等)的综合比较,说明新型的钢绞线网片聚合物砂浆加固方法更符合经济、美观、实用的理念。In order to reducing the abundant repeated jobs in strengthening design, strengthening design procedure of RC member is developed according t~ the newly promulgated ＂Design Code for Strengthening Concrete Structure＂. With the procedure, 6 different RC beams are strengthened by both high-strength steel stranded mesh and polymer mortar （SMPM） and carbon fiber reinforced plastic （CFRP） simultaneously. The beams all strengthened by one layer SMPM and CFRP, and the width of which is equal to the beam＂s width. The bending strength after strengthening shows that the SMPM can increase more bending capability than CFRP, which combined with the general comparison of strengthening index （affection of space, fire resistance, environment protection）, and indicates that strengthening technique with SMPM is more economical and applicable than other methods.

关 键 词：高强钢绞线网片-聚合物砂浆复合面层 碳纤维 结构加固 钢筋混凝土结构 

分 类 号：TU746.3[建筑科学—建筑技术科学]