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CABR钢筋锚固板在AP1000核电工程中的应用 被引量:5

Application of Reinforcement Anchorage Plate in AP1000 Nuclear Power Engineering
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摘要 钢筋锚固板技术是我国新一代钢筋机械锚固技术,根据锚固板受力性能的不同,将锚固板划分为全锚固板和部分锚固板。针对钢筋锚固板在我国AP1000核电工程中的应用,深入分析了CABR钢筋锚固板及其在AP1000核电工程中混凝土板及剪力墙结构中的构造方案,并详细介绍了钢筋锚固板的施工工艺。钢筋锚固板为钢筋锚固提供了一种全新的解决方案,易于满足各种工程锚固需求。同时,由于节约钢材、方便施工,有利于工程质量和成本控制。 Reinforcement anchorage plate is used in China as a new generation reinforcement mechanical anchorage technology.Anchorage plate is divided into partial anchorage plate and full anchorage plate according to different mechanical behaviors.Based on the application of reinforcement anchorage plate in AP1000 nuclear power engineering,the authors deeply analyze CABR-reinforcement anchorage plate,structure scheme of concrete slab and shear wall in AP1000 nuclear power engineering,introduce the construction technology of reinforcement anchorage plate in detail.Using reinforcement anchorage plate is as a new solution scheme of reinforcement anchorage,and reinforcement anchorage plate can meet anchorage requirement of different engineerings.Meanwhile,engineering quality and cost can be easily controlled because of saving steel and convenient construction.
出处 《施工技术》 CAS 北大核心 2011年第12期69-71,共3页 Construction Technology
基金 中国建筑科学研究院自筹基金(20100122330730001)
关键词 核电站 钢筋锚固板 机械锚固 nuclear power stations reinforcement anchorage plate mechanical anchorage
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  • 1Thompson, M.K., Jirsa, J.O., Breen, J.E., and Klingner, R. E.. Anchorage Behavior of Headed Reinforcement : Literature Review[R]. Center for Transportation Research Report 1855-1, Austin, Texas, May 2002.
  • 2李智斌.带锚固板钢筋机械锚固性能的试验研究[D]硕士学位论文.天津:天津大学,2005.
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  • 6Thompson, M.K., Ledesma, A.L., Jirsa, J.O., Breen, J.E., and Klingner, R.E.. Anchorage Behavior of Headed Reinforcement Part A: Lap Splices Part B: Design Provisions and Summary [ R ]. Center for Transportation Research Report 1855-3, Austin, Texas,May 2002.
  • 7ACI 318-02, Building Code Requirements for Structural Concrete and Commentary [ S ]. American Concrete Institute, Farmington Hills, Michigan, October 2002.
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