（1 西安建筑科技大学土木工程学院， 西安 710055； 2 陕西省建筑设计研究院有限责任公司， 西安 710003）

［摘要］提出一种采用高强复合螺旋箍筋约束混凝土、外包钢板箍、横穿栓筋连接的新型装配整体式柱。通过不同轴压比下2个装配整体式柱与2个现浇整体柱的拟静力试验对比，证明装配整体式柱抗震性能良好、节点连接安全可靠，可以代替现浇整体柱。试验过程中发现装配整体式柱外包钢板箍受力较小、设计较保守，在一定程度上造成了材料的浪费。利用ABAQUS软件建立了装配整体式柱的三维模型，采用优化设计的方法，在相同荷载和边界条件下，通过不断调整钢板箍的长度和厚度参数，得出既安全又经济的钢板箍尺寸，达到优化装配整体式柱连接的目的。

［关键词］装配整体式柱; 钢板箍; 螺旋箍筋; 抗震性能; 有限元分析; 优化设计

中图分类号：TU375.3       文献标识码：A        文章编号：1002-848X(2014)13-0034-06

Seismic performance and connection optimization of a new kind of assembly integrated column

Li Qingning1, Wei Biyang1, Liu Zhan1, Li Xiaojie2

 (1 School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China; 2 Shaanxi Architectural Design & Research Institute Co., Ltd., Xi’an 710003, China)

Abstract: A new kind of assembly integrated column, composed of high-strength compound spiral stirrups restrained core concrete, exterior steel plate hoop and penetrated bolt bar for connection, was put forward. Two assembly integrated columns were compared with two cast-in-place columns under different axial pressure ratios in pseudo-static tests. Results show that the new kind of assembly integrated column can replace the cast-in-place column due to its well seismic performance and reliable connection. During the test, it made a certain amount of waste because of the small force of exterior steel plate hoop and the conservative design. The ABAQUS software was used to set up 3D model for the assembly integrated column. Under the same loads and boundary conditions, the method of optimization design was used to obtain a more safe and economic size of steel plate hoop through constantly adjustment of the length and thickness parameters of the steel plate hoop and finally to obtain an optimized assembly integrated column connection.

Keywords: assembly integrated column; steel plate hoop; spiral stirrup; seismic performance; finite element analysis; optimization design

*国家自然科学基金项目（10572107），河北省地方科技项目（2011188）。

作者简介：李青宁，教授，Email：lqn419@126.com。

参考文献

［1］李忠献，张雪松，丁阳.装配整体式型钢混凝土框架节点抗震性能研究［J］.建筑结构学报，2005,26(4):32-38.

［2］黄祥海.新型全预制装配式混凝土框架的研究［D］.南京：东南大学，2006.

［3］张仟朋.钢筋混凝土装配整体式框架柱的研究［D］.南京：东南大学，2007.

［4］庄玉海，叶森，曾文建，等.预制装配整体式混凝土结构梁柱节点技术［J］.广州建筑，2011,39(6)：11-14.

［5］何进，欧进萍.钢筋混凝土结构非线性分析［M］.哈尔滨：哈尔滨工业大学出版社，2006.

［6］梁兴文，叶艳霞.混凝土结构非线性分析［M］.北京：中国建筑工业出版社，2007.

［7］雷拓，钱江，刘成清.混凝土损伤塑性模型应用研究［J］.结构工程师，2008,24(2): 22-27.

［8］白新理.结构优化设计［M］.郑州：黄河水利出版社，2008.