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桥梁加固综述(二)
引用本文:易刚祥,龙廖乾,谢芳.桥梁加固综述(二)[J].预应力技术,2003,7(5):12-18.
作者姓名:易刚祥  龙廖乾  谢芳
作者单位:柳州欧维姆机械有限责任公司
摘    要:(2)粘贴加固:粘贴加固和增大惯矩法原理类似但加固对象有区别,如粘贴钢板对加固结构薄弱部份较为方便,但要注意与原结构的连接,方法是用环氧砂浆作为粘结剂,用锚固螺栓作为钢板的加压措施,使钢板粘牢,又可帮助承受结构变形时钢板两端产生大的剪应力。

关 键 词:桥梁  粘贴加固  环氧砂浆  粘结剂  剪应力

Review of Bridge Reinforcement (II)
Gangxiang Yi,Liaoqian Long,Fang Xie.Review of Bridge Reinforcement (II)[J].Prestress Technology,2003,7(5):12-18.
Authors:Gangxiang Yi  Liaoqian Long  Fang Xie
Affiliation:Liuzhou odimensional machinery co., LTD.
Abstract:(2) Paste reinforcement: paste reinforcement and increase in the principle of moment of habit method is similar, but the reinforcement object is different, such as paste steel plate to strengthen the weak part of the structure is more convenient, but pay attention to the connection with the original structure, the method is to use epoxy mortar as a binder, with anchor bolts as a pressure measure of the steel plate, so that the steel plate is sticky, but also can help bear the structural deformation of the steel plate at both ends of the large shear stress.
Keywords:Bridges  Paste reinforcement  Epoxy mortar  Binder  Shearing stress
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