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体外预应力加固混凝土双向板的试验研究
引用本文:胡成,吴元,李延和. 体外预应力加固混凝土双向板的试验研究[J]. 合肥工业大学学报(自然科学版), 2007, 30(4): 478-481
作者姓名:胡成  吴元  李延和
作者单位:合肥工业大学,土木建筑工程学院,安徽,合肥,230009;东南大学,土木工程学院,江苏,南京,210096;江苏建华建设有限责任公司,江苏,南京,210009
摘    要:体外预应力加固技术已广泛应用于RC梁的加固工程中.文章进行了单向张拉体外预应力钢筋加固RC双向板的试验和理论研究,探讨了体外预应力对双向板承载能力工作性能的影响,分析说明了体外预应力钢筋在双向板的中间板带"集中布置"时的加固效果较好.

关 键 词:加固  体外预应力  钢筋混凝土  双向板  极限荷载
文章编号:1003-5060(2007)04-0478-05
修稿时间:2006-04-13

Experimental research on the RC two-way slabs strengthened with the one-way external prestressing method
HU Cheng,WU Yuan,LI Yan-he. Experimental research on the RC two-way slabs strengthened with the one-way external prestressing method[J]. Journal of Hefei University of Technology(Natural Science), 2007, 30(4): 478-481
Authors:HU Cheng  WU Yuan  LI Yan-he
Abstract:The strengthening technique by use of the external prestressing method has been widely used in reinforced concrete(RC) beams.In this paper,experimental research on the two-way slabs strengthened with the external prestressing method is carried out.The bearing capacity and working performance of the strengthened slabs are analyzed,and the concentrated-laying way is proved to be the most useful one for external prestressing tendons.
Keywords:strengthening  external prestressing  reinforced concrete  two-way slab  ultimate load
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