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带底部后浇区的装配式混凝土剪力墙住宅施工技术 被引量:6

Construction Technology of Precast Concrete Shear Wall House with Pre-reserved Area for Subsequent Concrete Casting
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摘要 大力发展装配式建筑是我国实现建筑产业现代化的重要途径。要想实现装配式建筑形式的推广,节点及接缝处的连接技术是关键。以唐山市某装配式混凝土剪力墙结构的工程项目为例,针对工程中采用的预制构件连接技术、支撑体系以及质量控制措施进行了详细介绍,指出了其工程施工技术的优势。带底部后浇区的墙体预制构件竖向连接技术的应用是本工程的一大特点,即降低成本、缩短工期、安全可靠。工程中关键技术及质量控制措施的采用很好地提高了工程的整体质量。 It is an important way for China to realize the modernization of construction industry to develop the precast construction. In order to realize the popularization of precast construction,the connection technology of joint and joint are the key. Taking a precast concrete shear wall structure project in Tangshan as an example,the connection technology of precast components,support system and quality control measures in this project are introduced in detail,and the advantages of construction technology are pointed out. The application of vertical connection technology of precast components with pre-reserved area for subsequent concrete casting is a major characteristics of this project. This technology has the advantages of reducing cost, saving working hours, safety and reliability. The adoption of key technologies and quality control measures in the project greatly improves the overall quality.
作者 闫文赏 陈建伟 刘暄 张晓峰 YAN Wenshang;CHEN Jianwei;LIU Xuan;ZHANG Xiaofeng(College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, China;Tangshan Institute of Green Building Industrial Technology, Tangshan, Hebei 063210,China;China 22MCC Group Co. , Ltd. ,Tangshan,Hebei 063000, China)
出处 《施工技术》 CAS 2018年第12期58-61,共4页 Construction Technology
基金 国家自然科学基金项目(51678236)
关键词 装配式建筑 剪力墙 底部后浇区 连接设计 施工技术 prefabricated construction shear walls pre-reserved area connection design construction
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  • 1严薇,曹永红,李国荣.装配式结构体系的发展与建筑工业化[J].重庆建筑大学学报,2004,26(5):131-136. 被引量:172
  • 2尹之潜,朱玉莲,杨淑文,李树桢,刘岩.高层装配式大板结构模拟地震试验[J].土木工程学报,1996,29(3):57-64. 被引量:18
  • 3Ned M. Cleland. Design for lateral force resistance with precast concrete shear walls [ J ]. PCI Journal, 1997 (5) : 44 -64.
  • 4Pekau 0 A, Zielinski Z A, Lee A W K, et al. Dynamic effects of panel failure in preeast concrete shear walls [ J ]. ACI Structural Journal, 1988,85 (3) : 277 - 285.
  • 5Moehizuki S. Experiment on slip strength of horizontal joint of precast concrete multi story shear walls [ Jl. Eleven world conference on earthquake engineering, 1996,194 : 1 - 8.
  • 6Pekau O A. Influence of vertical joints on the earthquake response of precast panel walls [ J ]. Building and Environment, 1981 , 16 (2) :153 - 162.
  • 7Harry G. Harris, George Jau -jyh Wang. Static and dynamic testing of model precast concrete shearwalls of large panel buildings [ J ]. Special Publication, 1982,3 : 205 - 237.
  • 8Oliva M G, Clough R W, Vekov M, et al. Correlation of analytical and experimental responses of large - panel precast building systems [R]. UCB/ EERC - 83/20,1988.
  • 9Nazzal S. Armouti. Effect of axial load on hysteretic behavior of precast bearing shear walls [J]. The international earthquake engineering conference, Dead sea, 2005,1 - 9.
  • 10Yahya Kurama, Richard Sause, Stephen Pessiki, et al. Lateral Load Behavior and Seismic Design of Unbonded Post - Tensioned Precast Concrete Walls [ J ]. ACI Structural Journal, 1999,96 (4) : 622 - 633.

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