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劲性剪力墙超大异形洞口施工技术 被引量:1

Construction Technology for Super-Large Special-Shaped Openings in Stiff Shear Wall
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摘要 为满足杭州市余杭区文化艺术中心冰裂纹状剪力墙上超大异形洞口的施工质量和安全需求,设计了一种以型钢为主框架、辅以木方背楞及胶合板面板而形成的整体芯模钢木组合模板体系,解决了剪力墙上超大异形洞口的施工难题。总结了总体施工流程及异形洞口施工工艺,以期为类似工程提供参考。 To meet the construction quality and safety requirements of super-large special-shaped openings in ice crack shaped shear wall in Yuhang Cultural and Art Center of Hangzhou City,a steel-wood composite formwork system is designed,in which the whole core formwork is composed of section steel as the main frame and is supplemented by square wood back arris and plywood panel.The construction problem of super-large special-shaped openings in shear wall is solved.The general construction process and construction technology for special-shaped openings are summarized to provide reference for similar projects.
作者 张春涛 ZHANG Chuntao(Shanghai Construction No.4 (Group) Co.,Ltd.,Shanghai 201103,China)
出处 《建筑施工》 2019年第7期1242-1244,共3页 Building Construction
关键词 剪力墙 超大异形洞口 螺栓预埋 钢木组合模板 施工精度 shear wall super-large special-shaped opening bolt embedment steel-wood compositeformwork construction accuracy
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  • 1曹万林,于传鹏,董宏英,乔崎云,韩丽,张勇波.不同构造双钢板组合剪力墙抗震性能试验研究[J].建筑结构学报,2013,34(S1):186-191. 被引量:15
  • 2郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(1):1-6. 被引量:159
  • 3李国强,张晓光,沈祖炎.钢板外包混凝土剪力墙板抗剪滞回性能试验研究[J].工业建筑,1995,25(6):32-35. 被引量:65
  • 4.JGJ101-96建筑抗震试验方法规程[S].北京:中国建筑工业出版社,1997..
  • 5GB50010-2010混凝土结构设计规范[S].北京:中国建筑工程出版社,2011.
  • 6中华人民共和国国家标准混凝土结构设计规范GBJ10-89,1989年,90页
  • 7Bazant Z Pet al, Endochronic Inelasticity and Incremental Plasticity, International Journal of Solids and Structures, 1978.9
  • 8Bazars.J, et al continum Damage Theory-Application to concrete, ASCE, Journal of the Engineering Mechanics ivision, 1989.2
  • 9Darwin. D, and Pecknlod, D.A, Nonlinear Biaxial StressStrain Law of concrete, ASCE, Vol. 103, April 1977
  • 10Kupfer H.B, and Gerstle K.H, Behavior of concrete under Biaxial Stress, ASCE, Vol.99, August 1973

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