连续栓焊钢桁梁桥评定与加固一体化方法探讨  

Discussion on Assessment-strengthening Integrity of a Welding-bolted Continuous Truss

作　　者：刘甲荣 陈惟珍[2] 刘学[2] 

机构地区：[1]山东基建股份有限公司,济南250061 [2]同济大学,上海200092

出　　处：《结构工程师》2005年第4期56-60,共5页Structural Engineers

摘　　要：20世纪70年代,我国开始建造连续栓焊钢桁梁桥,由于设计荷载等级较低,已不能满足当前迅猛增长的荷载要求,同时频繁的超载使得该类桥梁出现了较为严重的病害。本文以某公路桥为例,探讨了一套完整的适用于钢桁渠桥的评定加固一体化方法。首先通过病害调查找出钢桁梁的各种病害,结合实桥测试结果建立并修正ANSYS三维分析模型,通过对疲劳、结构承载能力以及构造的综合分析,对通行汽-20标准荷载下的桥梁技术状态进行评定。然后依据评定结果进行加固设计,通过比较,最终加固方案确定为焊接法加固节点板和拉杆,栓接法加固压杆,修补并加强桥道纵梁,设置剪力钉并重新现浇连续桥面板。Welding-bolted continuous truss bridges constructed in 70s can not safely carry the present traffic load which increased explosively during several decades. Due to the lower design load-rate, this kind of bridge has been tortured by overload so frequently that serious defects are emerging. Based on an example of a welding-bolted continuous truss bridge, a method of assessment-strengthening integrity is discussed. The defects investigation is first conducted. With in-situ test data, a 3 - D FE mechanical model with ANSYS is then established and calibrated. Fatigue life, load carrying capacity and deformation of the truss are analyzed, and the assessment under the Q - 20 load rate is analysed. Finally, the strengthening plan is developed according to the assessment.

关 键 词：栓焊钢桁梁 组合模型 状态评定 评定加固 一体化方法 加固设计 一体化方法 钢桁梁桥 方法探讨 20世纪70年代 荷载等级 病害调查 ANSYS 三维分析 

分 类 号：U445.72[建筑科学—桥梁与隧道工程]