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预制剪力墙标准化设计研究——以重庆市某装配式项目为例 被引量:1

Research on the Standardized Design of Prefabricated Shear Wall——Take a prefabricated project in Chongqing as an example
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摘要 当前,装配整体式剪力墙结构体系逐渐成为应用最广泛的结构体系之一,而学界关于常见预制剪力墙设计方法和预制剪力墙图纸深化设计要点的对比和分析,还较为表面,未进行标准化设计。该文以重庆市某装配式项目为例,对预制剪力墙结构设计进行研究,提出了预制剪力墙的平面布置方法和拆分方式,并对预制剪力墙构件详图和连接节点进行总结,提出了预制剪力墙标准化设计方法。该方法有助于解决目前重庆等地预制剪力墙结构设计标准化程度不高的难题,可供设计人员参考借鉴。 Currently,the prefabricated integral shear wall structural system has gradually become one of the most widely used structural systems.However,the comparisons and analyses of common prefabricated shear wall design methods and key points in the deepening design of prefabricated shear wall drawings by the academic community are still relatively superficial and have not undergone standardized design.Based on the actual prefabricated project in Chongqing,this paper studies the structural design of prefabricated shear walls,and proposes the layout method and splitting method of prefabricated shear walls,along with a standardized design method for prefabricated shear walls,which can solve the current problem of the inadequate design standardization of the prefabricated shear wall structure in Chongqing.It can also be used by designers for reference.
作者 孙浩然 董恒瑞 罗干 董莹 李康平 Sun Haoran;Dong Hengrui;Luo Gan;Dong Ying;Li Kangping
出处 《重庆建筑》 2023年第9期54-57,共4页 Chongqing Architecture
基金 2022年重庆市建设科技项目“装配式建筑外围护体系研究”(城科字2022第3-7号)。
关键词 预制剪力墙 结构设计 拆分 标准化 prefabricated shear wall structural design split standardization
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  • 1张微敬,钱稼茹,孟涛,冯葆纯.带现浇暗柱的预制圆孔板剪力墙抗震性能试验研究[J].建筑结构学报,2009,30(S2):47-51. 被引量:8
  • 2焦安亮,张鹏,李永辉,支旭东.环筋扣合锚接连接预制剪力墙抗震性能试验研究[J].建筑结构学报,2015,36(5):103-109. 被引量:58
  • 3董挺峰,李振宝,周锡元.装配式混凝土框架结构及其抗震性能研究[J].建筑技术,2006,37(11):844-847. 被引量:40
  • 4Brad D. Weldon, Yahya C. Kurama. Experi- mental evaluation of posttensioned precast concrete coupling beams[ J]. ASCE Journal of Structural Engineering ,2010,136 ( 9 ) : 1066 - 1077.
  • 5Semba K. Seismic design of precast/prestressed concrete structures [ M ]. Precast/Prestressed Concrete Institute, 2007.
  • 6Kurama Y C, Shen Q. Seismic design and re- sponse evaluation of unbonded posttensioned hybrid coupled wall structures [ J ]. Earthquake Engineering & Structural Dynamics, 2008,37 (14) : 167 - 1702.
  • 7Kurama Y C, Weldon B D, Qiang S. Experi- mental evaluation of posttensioned hybrid cou- pled wall subassemblages [ J ]. Journal of Struc- tural Engineering, 2006,132 ( 7 ) : 1017 - 1029.
  • 8Shen Qiang, Kurama Y C, Weldon B D. Seis- mic design and analytical modeling of postten- sioned hybrid coupled wall subassemblages [ J ]. Journal of Structural Engineering, 2006, 132 ( 7 ) : 1030 - 1040.
  • 9Shen Q, Kurama Y C. Lateral load behavior of unbounded post-tensioned hybrid coupled walls [ C]//Proceedings of the 6th ASCCS Interna- tional Conference on Steel-Concrete Composite Structures. Composite and Hybrid Structures, 2000.
  • 10Kurama Y C, Shen Qiang. Posttensioned hybrid coupled walls under lateral loads [ J ]. Journal of Structural Engineering, 2008, 130 ( 2 ) : 297 - 309.

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