大跨径连续刚构桥施工控制及敏感性分析
[Abstract]:With the rapid development of transportation industry in our country, the use of long-span continuous rigid frame bridge is becoming more and more frequent, especially in the mountainous area of western China with complicated terrain, the long-span continuous rigid frame bridge is constructed by the method of cantilever pouring. Thus it is possible to cross over valleys, rivers, etc. However, there are too many factors that affect the structure in the construction, which leads to the deviation between the state of the structure and the design theory state in each construction stage, and finally makes the structure after the completion of the bridge can not match with the design state. Therefore, bridge construction monitoring is of great significance in construction. The main contents of this paper are as follows: firstly, the concept, characteristics and construction methods of long span continuous rigid frame bridge are briefly introduced. At the same time, the importance of construction control and the research status of bridge construction control at home and abroad are discussed. Secondly, the contents and methods of construction control are briefly described, and the main parameters affecting the construction of bridge structure are discussed, and the concept of sensitivity analysis is introduced. Finally, taking Moshe ditch Bridge as an example, the contents, methods and achievements of construction monitoring of Moshe ditch Bridge are discussed. At the same time, the sensitivity of each parameter to structural alignment is studied by single factor sensitivity. According to the single factor sensitivity analysis of the parameters, the concrete bulk density has a great influence on the structure line shape, so it is necessary to carry on the test analysis to each section in the construction, and determines the main parameter and the secondary parameter which should be considered in the design, according to the parameter single factor sensitivity analysis, The real value of bulk density is obtained and the corresponding adjustment is made to ensure that the force state and the line shape of the bridge are basically consistent with the design state. The influence of the elastic modulus of concrete on the linear shape of the structure is the second, while the influence of bulk density and elastic modulus of concrete on the linear shape of the structure, the friction coefficient of the pipeline, the deviation coefficient of the pipeline and the humidity of the environment belong to the secondary parameters of the design. It has little effect on the alignment of the structure. Based on the single factor sensitivity analysis of parameters, a certain combination is selected to analyze the sensitivity of two factors, and the influence of each parameter combination on the structure alignment is studied tentatively.
【学位授予单位】:武汉理工大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:U445.4;U448.23
【参考文献】
相关期刊论文 前10条
1 包龙生;肖成忠;于玲;宋东雯;;大跨度混凝土连续梁桥施工监控参数敏感性分析方法[J];沈阳建筑大学学报(自然科学版);2012年06期
2 赵越;;大跨径连续刚构桥仿真模型计算分析[J];北方交通;2012年10期
3 余钱华;陈焰焰;;大跨度连续刚构桥悬臂施工阶段仿真分析[J];中外公路;2010年03期
4 连岳泉;池瑜;贺晓川;;恩施凤凰大桥施工阶段仿真分析[J];中外公路;2010年01期
5 张明远;卢哲安;刘飞鹏;任志刚;;某大跨预应力混凝土连续梁桥的温度效应分析[J];武汉理工大学学报;2007年02期
6 郭学东;姜浩;;大跨度预应力混凝土连续梁桥施工控制技术[J];吉林大学学报(工学版);2006年S1期
7 刘晓;刘应战;;预应力混凝土连续刚构桥的施工控制方法简介[J];科技资讯;2006年27期
8 李兆霞,李爱群,陈鸿天,郭力,周太全;大跨桥梁结构以健康监测和状态评估为目标的有限元模拟[J];东南大学学报(自然科学版);2003年05期
9 向木生,田晓彬,徐华,黄志刚,张开银;预应力混凝土梁桥应力测试技术[J];武汉理工大学学报(交通科学与工程版);2001年03期
10 何雄君,沈成武,陈巧生,张航;钢管混凝土拱桥主拱钢管缆索吊装扣索索力调整(英文)[J];武汉交通科技大学学报;1999年05期
相关硕士学位论文 前10条
1 李东明;大跨度预应力混凝土连续刚构桥施工仿真与施工控制分析[D];西南交通大学;2013年
2 白旭光;连续梁桥悬臂浇筑施工关键技术与控制技术研究[D];长安大学;2013年
3 庞建利;连续梁桥施工控制中的参数调整与倒退分析[D];兰州交通大学;2013年
4 霍健;大跨径连续梁桥悬臂施工线形控制[D];东北林业大学;2013年
5 张人羡;刚构—连续组合体系梁桥的工程控制及参数敏感性分析[D];长沙理工大学;2012年
6 夏文龙;桥梁施工监控与灰色系统理论的应用问题研究[D];中南大学;2012年
7 柴尚锋;客运专线大跨度连续梁施工监控与参数影响敏感性分析研究[D];兰州交通大学;2012年
8 张大伟;高墩大跨径连续刚构桥施工监控后评价[D];长安大学;2010年
9 胡长松;混凝土连续箱梁桥施工监控关键问题研究[D];武汉理工大学;2010年
10 李小柱;大跨连续刚构桥施工控制中的参数敏感性分析[D];长安大学;2008年
,本文编号:2411144
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2411144.html