刘军进¹，徐自国¹，徐强¹，刘枫¹，段向胜¹，陆道渊²，黄良²，徐麟²，葛冬云³

（1 中国建筑科学研究院, 北京100013； 2 华东建筑设计研究院有限公司, 上海200002；3 中建一局集团建设发展公司, 北京 100102）

 

［摘要］重力荷载下，75层的天津津塔超高层建筑竖向构件会出现较明显的压缩变形以及相互之间的差异压缩变形。通过施工过程结构分析及预变形技术，确定出构件加工预调值和施工安装预调值，使得建造完成后的结构实际位形能符合预期目标位形。为提高精度，分析时计入了地基不均匀沉降、混凝土收缩徐变对施工模拟和预变形值的影响。

［关键词］施工过程结构分析；预变形；超高层建筑；目标位形

中图分类号：TU973+.23文献标识码：A文章编号：1002-848X(2012)09-0137-05

 

Liu Junjin¹, Xu Ziguo¹, Xu Qiang¹, Liu Feng¹, Duan Xiangsheng¹, Lu Daoyuan², Huang Liang², Xu Lin², Ge Dongyun³

(1 China Academy of Building Research, Beijing 100013, China; 2 East China Architecture Design & Research Institute Co., Ltd., Shanghai 200002, China; 3 China Construction First Division Group Construction & Development Co., Ltd., Beijing 100102, China)

 

Abstract: Under the gravity load, the vertical members of Jin Tower (75 stories) in Tianjin would have notable compression deformation and difference of compression deformation. To achieve the designing objective shape, the construction process analysis and pre-deformation technique were used to get the preliminary adjustment value of the member size and the erection coordinate. To improve the calculation precision, the differential settlement of the foundation and the shrinkage and creep of concrete were taken into consideration.

Keywords: construction process analysis; pre-deformation; super high-rise building; designing objective shape

*国家科技支撑计划资助（2006BAJ01B04）。

作者简介：刘军进，博士，研究员，一级注册结构工程师，Email：liujunjin@cabrtech.com。

 

［1］汪大绥, 陆道渊, 黄良，等. 天津津塔结构设计［J］. 建筑结构学报, 2010，31（S1）: 1-7.

［2］中国建筑科学研究院. 天津津塔施工模拟及预变形分析综合报告［R］. 2008.