大跨度钢桁架拱桥拱梁结合关键节点设计

以某主跨48 m+180 m+48 m钢桁架拱桥为背景,介绍了中墩、边墩处拱梁结合部关键节点的设计关键技术和思路,并建立梁、壳结合的混合有限元分析模型,验证节点设计的合理性.     

横洞进正洞交叉口设计优化方案研究

长大隧道施工中通常采用设置辅助坑道增加作业面提高项目施工进度,然而辅助坑道进入正洞的挑顶施工通常是长大隧道施工的难点,三岔口的设置对隧道施工的影响较大。本文结合成兰铁路平安隧道横洞进正洞时设计的3种不同全断面挑顶施工方案,并通过应用总结了不同挑顶施工方案的特点,确保隧道在安全、质量的前提下达到快速进洞的施工条件。增加支洞施工方案和横洞断面不同比扩大垂直进正洞挑顶设计明显优于横洞断面同比例扩大垂直进正洞挑顶设计。     

大桥预制墩湿接头裂缝预防措施探讨

总结东海大桥及杭州湾跨海大桥预制安装墩身湿接头裂缝的情况,对裂缝产生的原因进行探讨,并提出相应的处理措施。     

地铁车辆回送方法的研究

制动系统是城市轨道交通车辆的关键系统之一,其工作可靠性直接关系到列车的运行安全。回送试验是保证地铁车辆安全押运的重要环节,本文阐述了地铁车辆各个制动系统的回送工作原理、回送管路铺设和连接方法,并总结了地铁车辆在回送试验和押运过程中的注意事项。     

船用发电机组电气硬故障的原因分析及检查方法

文章根据一例船用发电机组的接地故障实例,论述船用发电机绕组常见的硬故障原因及后果,分析了解决硬故障的方法,旨在提高船舶机电管理人员对船用运行发电机组的维护管理能力,确保船舶电站的安全运行。     

混合梁自锚式悬索桥钢混接合段结构形式的对比试验研究

广东佛山平胜大桥为我国首座混合梁自锚式悬索桥,钢混接合段是该桥设计的关键技术之一。为确保该桥钢混接合段连接的安全可靠,设计了3种不同结构形式的接合段接头模型,对3种接头模型进行了空间有限元分析和对比模型试验。结果表明:钢混接合段刚度的匀顺过渡可减小应力集中,使传力顺畅;平胜桥钢混接合段设计中对接合面处钢箱梁段作局部加强,对混凝土梁段设置刚度过渡,即采用与本文模型3类似的结构形式比较合理,接合段有足够的承载力;平胜桥钢混接合段采用PBL键连接或采用栓钉连接都是可行的。     

Railway ground vibrations induced by wheel and rail singular defects

Railway local irregularities are a growing source of ground-borne vibration and can cause negative environmental impacts, particularly in urban areas. Therefore, this paper analyses the effect of railway track singular defects (discontinuities) on ground vibration generation and propagation. A vehicle/track/soil numerical railway model is presented, capable of accurately predicting vibration levels. The prediction model is composed of a multibody vehicle model, a flexible track model and a finite/infinite element soil model. Firstly, analysis is undertaken to assess the ability of wheel/rail contact models to accurately simulate the force generation at the wheel/rail contact, in the presence of a singular defect. It is found that, although linear contact models are sufficient for modelling ground vibration on smooth tracks, when singular defects are present higher accuracy wheel/rail models are required. Furthermore, it is found that the variation in wheel/rail force during the singular defect contact depends on the track flexibility, and thus requires a fully coupled vehicle/track/foundation model. Next, a parametric study of ground vibrations generated by singular rail and wheel defects is undertaken. Six shapes of discontinuity are modelled, representing various defect types such as transition zones, switches, crossings, rail joints and wheel flats. The vehicle is modelled as an AM96 train set and it is found that ground vibration levels are highly sensitive to defect height, length and shape.     

接触线及承力索终锚线夹的改进探讨

通过对传统使用的GLCN250接触线终锚线夹及接头线夹、LBGLJ185终锚线夹及接头线夹存在问题的探讨,对终锚线夹提出了减小楔子的锥度,在楔子内表面加工内螺纹,加宽空心楔子开槽宽度等改进措施。     

新型立式铝-钢复合接头焊后性能实验研究

本文通过对新型立式铝—钢复合接头焊接后的抗拉强度、疲劳性能、抗冲击性能等实验研究，得出了新型立式铝—钢复合接头焊接后在力学性能上满足工程应用要求的结论。     

船舶结构用铝—钛—钢复合过渡接头疲劳性能研究

铝－钛－钢爆炸复合板作为新型舰船结构铝合金，钢之间连接过渡接头取代传统的铆接连接具有优越的连接性能和施工工艺。本研究模拟实际应用条件，测定了其焊接前后在固定应力水平下的弯曲疲劳寿命和弯曲疲劳Ｓ－Ｎ曲线，并运用计算机得到Ｓ－Ｎ曲线的回归方程，为复合过渡接头疲劳寿命的预测和最大应力的控制等提供了依据。