玻璃钢/复合材料 ›› 2009, Vol. 209 ›› Issue (4): 83-85.

• 产品 工艺 • 上一篇    下一篇

预应力CFRP板加固混凝土桥梁研究与应用

王兴国1,张春生1,王文华1,周朝阳2   

  1. (1.河南理工大学土木工程学院,河南焦作454003; 2.中南大学土木建筑学院,湖南长沙410075)
  • 出版日期:2009-07-28 发布日期:2009-04-25
  • 作者简介:王兴国(1977-),男,博士,主要从事工程结构加固研究工作。
  • 基金资助:

    铁道部科技开发项目(02G043);河南省科技计划(082102240009);校博士基金(648258)

STUDY AND APPLICATION OF LARGESCALE CONCRETE BEAMS
STRENGTHENED WITH CFRP LAMINATE

  • Online:2009-07-28 Published:2009-04-25

摘要:

采用专用的预应力施加机具和锚具对碳纤维增强聚合物(Carbon FiberReinforced Polymer,以下简称CFRP)板施加了预应力,然后加固混凝土大比例梁,便于开展有关试验研究。在此基础之上,对一简支混凝土T型铁路桥进行了加固,效果较好。

关键词: 混凝土梁桥, 加固, 体外预应力, CFRP板

Abstract:

Large scale concrete beams were strengthened by prestressing CFRP laminate with the special mechanical stressing and anchoring tools, then the strengthened beams were carried out to failure under the monotone load. On the basis of experimental results, the prestressing technique is used to rehabilite a railway simplysupported concrete bridge. The strengthened effect is good through testing the change of crack width and the midspan deflection.

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