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远东商务中心增层改造结构设计
引用本文:陈明阳,刘铁,郑文忠. 远东商务中心增层改造结构设计[J]. 低温建筑技术, 2005, 0(5): 36-38
作者姓名:陈明阳  刘铁  郑文忠
作者单位:哈尔滨工业大学土木工程学院,黑龙江,哈尔滨,150090
基金项目:国家自然科学基金;黑龙江省科技攻关项目;黑龙江省哈尔滨市科技攻关项目
摘    要:报道了远东商务中心在原9层框架上套建6层新增框架的设计思路。着重介绍了基础选型与设计、保证新增套建框架与原房屋框架协同工作的技术措施、新增套建框架设计计算、新增楼层剪力墙布置等,可供同类工程套建增层时参考。

关 键 词:桩基础  预应力  协同式套建增层框架  剪力墙
文章编号:1001-6864(2005)05-0036-03
收稿时间:2005-06-09
修稿时间:2005-06-09

ADDING-STOREY RECONSTRUCTION DESIGN OF YUANDONG BUSINESS CENTER
CHEN Ming-yang,LIU Tie,ZHENG Wen-zhong. ADDING-STOREY RECONSTRUCTION DESIGN OF YUANDONG BUSINESS CENTER[J]. Low Temperature Architecture Technology, 2005, 0(5): 36-38
Authors:CHEN Ming-yang  LIU Tie  ZHENG Wen-zhong
Affiliation:School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
Abstract:The design thought that six-stroey outer-jacketing adding-story frames are constructed over the original nine-storey frames of Yuandong business center is reported.Foundation lectotype and design,technical measures which make the new-added reconstruction frames work harmoniously with the original frames,design of the new-added frames and distribution of shear walls in the new-added floors are introduced emphasis.It can be served as reference for outer-jacketing adding-story frames of the similar project.
Keywords:pile foundation  prestressing  united outer-jacketing adding-story frame  shear wall
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