作　　者： ; ;

机构地区： 东南大学建筑学院

出　　处： 《建筑技术》 2009年第9期803-805,共3页

摘　　要： 镇江市某临街商业房为二层钢筋混凝土框架结构,按规划要求须整体向南平移2.5 m,平移设计中考虑了上轨道、下轨道、滚轴和反力支座等关键部件的设计。滚轴点式集中摆放,反力支座采用钢结构,并使用PLC同步控制系统,仅用1 d时间完成了平移,结构状况良好。 A two-storey street business building, located in Zhenjiang City, adopts reinforced concrete frame structure. According to the planning requirements, the building will be wholly translated 2.5m to the south. Critical components, such as upper orbit, lower orbit roller and counterforce base, are considered in the translation design. Rollers are arranged into a concentrated point type, and counterforce base of steel structure and PLC synchronization control system is adopted. The translation is completed in one day and building struc- ture is good in sound condition after the translation.

关 键 词： 整体平移 轨道梁 同步控制

领　　域： [建筑科学]