新旧混凝土梁柱节点施工技术探析  

Analysis on Construction Technology of New and Old Concrete Beam-column Joints

作　　者：车艳 马超 Che Yan;Ma Chao(Liupanshui City Shuicheng District Housing and Urban-rural Construction Bureau,Liupanshui,Guizhou 553000)

机构地区：[1]六盘水市水城区住房和城乡建设局,贵州六盘水553000

出　　处：《江西建材》2024年第2期177-179,共3页Jiangxi Building Materials

摘　　要：文中结合某建筑项目实例,分析了新旧混凝土梁柱节点施工技术,并对工程进行变形监测,验证其应用效果。变形监测数据表明,所有条件下的裂缝和滑移量最大值均满足设计要求,该设计方案实用可靠。The article combines a case study of a certain construction project to analyze the construction technology of new and old concrete beam column joints,and conducts deformation monitoring on the physical engineering to verify its application effect.According to deformation monitoring data,it is found that the maximum values of cracks and slip under all conditions meet the design requirements,and this design scheme is practical and reliable.

关 键 词：新旧混凝土节点 节点设计 节点施工 结构变形 

分 类 号：TU74[建筑科学—建筑技术科学]