思澜二级公路改建工程石拱桥加固利用

公路改建工程主要依托老路进行,旧桥加固利用是公路改建工程中重要的环节,对降低工程造价、缩短施工周期、缓解施工中的保通压力有其现实意义,针对思澜公路石拱桥加固利用,对老石拱桥加固技术和经济效益进行探讨。     

重庆桥梁生态景观设计研究

阐述了重庆特殊的地质条件和自然环境形成的城市桥梁特点,并提出了城市桥梁生态景观设计的理念。提出了桥梁生态景观设计＂注意大范围整体环境的创造,重视自然与人工因素的对比和调和,力求线条简洁、色彩统一＂3个原则,并分析了生态景观设计原则在重庆桥梁生态景观中的应用,针对当前重庆桥梁生态景观设计存在的一些问题进行讨论,总结了对城市桥梁生态景观设计的建议,以期对桥梁生态景观设计的研究起到积极作用。     

汽车变速箱嵌入式诊断系统设计与实现

根据大跨度中承式拱桥的三维空间结构形式及主拱风荷载相互干扰的特点,提出了抖振响应的非线性时域分析方法.通过节段模型风洞试验,确定了前后拱在相互干扰下的静力三分力系数.结合试验得出的两榀拱的抖振力时程数据,求出前后拱在相互干扰下的脉动风速功率谱.采用谐波合成法模拟大跨度中承式拱桥的三维风场,通过FFT变换、功率谱插值等技术提高了模拟效率.以重庆菜园坝长江大桥为工程实例,进行了考虑几何非线性的时域抖振分析,计算结果与风洞试验结果吻合较好.     

超大跨悬索桥地震响应的综合最优控制研究

超大跨缆索支承桥梁通常选择隔震体系以减小桥塔的地震内力,但隔震体系会使得结构在强震下的梁端位移很大,必须采取控制措施以保证整体结构的抗震安全性。本文以主跨1 490 m的润扬悬索桥为研究对象,在对其地震响应特性进行分析的基础上,从振动控制的原理出发,探讨了控制超大跨悬索桥地震响应的具体的措施及参数选择,结合改进的层次分析法提出了地震响应综合最优控制的概念,构造了综合最优控制效果评估模型,并给出了该桥在给定地震输入下的综合最优控制措施。结果表明,对于超大跨悬索桥,在塔、梁间设置弹性连接装置或阻尼器都能减小梁端位移响应,但综合考虑其它部位的响应,阻尼器的减震效果更为全面。     

江南古桥及文化的地域性功能研究

由于江南地区特殊的地理环境,江南古桥及文化发展兴盛,据此对江南古桥及文化所赋予的多元化和更深层次的区域性的社会、经济和文化功能及特质进行了深入的调查和研究,从而认为江南古桥不仅是古代江南百姓的生存依托和江南商业经济的枢纽,更为重要的是,江南古桥在与江南社会不断交融的历史进程中,与当地的社会风俗、奇人逸事、风水玄学、政治宗教等紧密相联,浸染了鲜明的地域文化色彩,充分显示出江南古桥及文化的重要地位和独特价值,也成为江南地域宝贵的物质和精神的双重财富。     

喷涂聚脲施工技术应用研究

聚脲防水技术是近年来,国外为适应环保需求而研制、开发的一种新型无溶剂、无污染的绿色施工技术,是结构防水技术的最新发展,以环保、耐各种化学腐蚀、高强、耐磨、柔韧性、热稳定性能好、与混凝土附着力强等优越性能在国际上受到推崇和使用。介绍聚脲防水技术的性能特点,研究聚脲防水涂料在京沪高速铁路徐沪段桥面防水的应用,以及出现的一些问题和解决方法。     

Construction Stage Analysis on Replacement of Closure Segment in Prestressed Concrete Cable-stayed Bridges

To deal with failure of wet joint between a closure segment and its neighboring segments of main girder in an existing prestressed concrete cable-stayed bridge, the technology on replacement of closure segment was presented. In order to analyze structural characteristics of this technology, its technical approaches and construction key points were introduced. Then a FEM model for a typical prestressed concrete cable-stayed bridge was established, and a construction stage analysis method was given in detail, including establishing a structural basement calculation model for replacement of closure segment and simulating its construction procedures. Based upon calculation results, variations of some structural state parameters with construction stages, such as deck deflection of main girder, longitudinal horizontal displacement at the top of pylons, cable forces, were analyzed. The results showed, this method could reflect actual change process of structural state and existing inspected results of cable-stayed bridge, and FEM results could well meet with construction monitoring results during replacement of closure segment. Thus variations of structural characteristics with construction stages could actually be revealed. This method could provide references for design and construction control of replacement of closure segment in existing prestressed concrete cable-stayed bridges.     

Fuzzy Assessment Method for Seismic Damage of CFST Arch Bridges

In order to investigate the conditions of damage and failure of concrete-filled steel tube(CFST) arch bridges, considering the structural and mechanical characteristics of CFST arch bridges, the dual damage criteria assessment models of the various components based on deformation or strength and energy were developed. The nonlinear seismic response of CFST arch bridges was analyzed by finite element method and the fuzzy evaluation method of seismic damage based on fuzzy theory and analytic hierarchy process was studied. Finally, taking a long-span CFST arch bridge as example, the damage index of the bridge was 0.150, 0.152, 0.172 and 0.318 respectively when the seismic peak acceleration was respectively 0.1g, 0.2g, 0.4g and 0.8g. The results show that the CFST arch bridge is slightly damaged under the earthquake when the seismic peak acceleration is 0.4g, and the bridge is damaged moderately when the peak acceleration is 0.8g.     

浅议一河多桥断面流量分配计算方法

本文用壅水平衡原理对最一般情况下的一河多桥断面流量分配进行了分析,计算,结果表明,用壅水平原理计算一河多桥的断面流量分配是符合实际的。     

沙力河大桥静动载试验

沙力河大桥为先张法预应力混凝土空心板,通过现场静动力荷载试验,测得桥梁结构的力学指标和性能指标.对试验值与理论计算值进行比较分析,以评定该桥的实际承载能力及现有技术状况,进而验证该桥的设计质量,评定该桥的施工质量,并为该桥的竣工验收及后期的安全运营提供科学依据.