景觀斜拉橋施工與監(jiān)控技術(shù)研究
[Abstract]:Entering the new century, China's economy has made rapid progress. With the economic development of our country, our country will further perfect the construction of social infrastructure, so this brings unprecedented development opportunity to the development of bridge cause in our country. However, how to make good use of this development is of great importance to us, and how to safely construct the bridge to avoid accidents in the construction process is even more important for us. Cable-stayed bridge has been favored by bridge boundary because of its beautiful alignment, strong span ability and other advantages. However, the construction of cable-stayed bridge is very different from other bridges. The construction process of cable-stayed bridge involves not only the construction of main beam, but also the installation of cable-stayed cable, so the construction safety of cable-stayed bridge is getting more and more popular in the society. The importance of bridge workers. Based on the Zhongxing Street Landscape Bridge of the main canal of the South-to-North Water transfer Project in Xingtai City, this paper studies the measurement method of cable force of inclined cable, especially the calculation method of cable force based on vibration measurement, the construction method and monitoring method of bridge. In the construction of cable-stayed bridge, the construction of main beam, bridge tower and cable is the key point of construction. In construction monitoring, the monitoring scheme can be determined by open loop control, feedback control and adaptive control, and the reasonable construction condition can be determined by inverted disassembly method, forward assembly iteration method, stress-free state method, influence matrix method and so on. In this paper, the establishment process of MIDAS finite element model and the division of construction stage of Zhongxing Street Landscape Bridge are introduced in detail, and the construction methods of main beam and stay cable of Zhongxing Street Landscape Bridge are analyzed. The construction monitoring content, emphasis and method of Zhongxing Street Landscape Bridge are studied and formulated, and the survey data in the process of bridge construction combined with the results of finite element analysis are analyzed, which provides a favorable guarantee for the smooth completion of the bridge.
【學(xué)位授予單位】:河北工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:U448.27
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 陳紅,蘭海燕,肖軍良;大跨度預(yù)應(yīng)力砼斜拉橋的一種施工控制方法[J];重慶交通學(xué)院學(xué)報(bào);2003年02期
2 郝超,裴岷山,強(qiáng)士中;斜拉橋索力測(cè)試新方法—磁通量法[J];公路;2000年11期
3 孫全勝;孫永存;;斜拉橋塔梁同步施工與控制技術(shù)的研究[J];公路;2007年04期
4 陳魯;張其林;吳明兒;;索結(jié)構(gòu)中拉索張力測(cè)量的原理與方法[J];工業(yè)建筑;2006年S1期
5 孫江波;趙紅華;趙作周;;斜拉索索力測(cè)量方法的比較分析[J];工業(yè)建筑;2011年S1期
6 賀志高;王娟;;混凝土斜拉橋施工監(jiān)控方法研究[J];公路交通科技(應(yīng)用技術(shù)版);2013年02期
7 秦順全;;分階段施工橋梁的無(wú)應(yīng)力狀態(tài)控制法[J];橋梁建設(shè);2008年01期
8 張清衛(wèi),劉津明;超長(zhǎng)預(yù)應(yīng)力束的張拉施工監(jiān)測(cè)技術(shù)[J];施工技術(shù);2004年07期
9 賈麗君,肖汝誠(chéng),孫斌,項(xiàng)海帆;確定斜拉橋施工張拉力的影響矩陣法[J];蘇州城建環(huán)保學(xué)院學(xué)報(bào);2000年04期
10 龍躍;鄧年春;朱萬(wàn)旭;李居澤;;磁通量傳感器及其在橋梁監(jiān)測(cè)中的應(yīng)用[J];預(yù)應(yīng)力技術(shù);2007年02期
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