鐵路鋼箱拱連續(xù)梁橋施工控制技術(shù)研究
發(fā)布時(shí)間：2019-06-29 22:38
【摘要】：鐵路鋼箱拱連續(xù)梁橋具有結(jié)構(gòu)受力性能好、跨越能力大、造型簡(jiǎn)潔美觀等諸多優(yōu)點(diǎn),在橋梁建設(shè)中具有較強(qiáng)競(jìng)爭(zhēng)力。鐵路鋼箱拱連續(xù)梁橋建造過程中受力情況變化多、施工階段多、建設(shè)周期長(zhǎng)、影響因素復(fù)雜,施工監(jiān)控可有效避免成橋后偏離設(shè)計(jì)較遠(yuǎn)的情況,以保證其工程質(zhì)量和使用安全。本文以(32+64+32)m鐵路鋼箱拱連續(xù)梁橋?yàn)楣こ瘫尘?詳細(xì)介紹了施工控制技術(shù)的理論和方法。采用Midas/Civil軟件建立有限元模型,對(duì)橋梁施工過程中各主要施工階段進(jìn)行數(shù)值模擬,對(duì)橋梁結(jié)構(gòu)受力及豎向變形情況進(jìn)行分析并對(duì)現(xiàn)澆支架進(jìn)行了檢算。在理論分析的基礎(chǔ)上,對(duì)此橋?qū)嵤┝爽F(xiàn)場(chǎng)監(jiān)控并進(jìn)行了理論與實(shí)測(cè)的對(duì)比。結(jié)果說明此次鐵路鋼箱拱連續(xù)梁橋施工監(jiān)控是成功的,對(duì)今后類似橋梁的施工具有一定的借鑒意義。
[Abstract]:Railway steel box arch continuous beam bridge has many advantages, such as good structural mechanical performance, large span ability, simple and beautiful shape and so on, so it has strong competitiveness in bridge construction. During the construction of railway steel box arch continuous beam bridge, there are many changes in force, many construction stages, long construction cycle and complex influencing factors. Construction monitoring can effectively avoid deviation from the design after completion of the bridge, so as to ensure its engineering quality and safety. Based on the engineering background of (326432) m railway steel box arch continuous beam bridge, the theory and method of construction control technology are introduced in detail in this paper. The finite element model is established by using Midas/Civil software to simulate the main construction stages of the bridge, the stress and vertical deformation of the bridge structure are analyzed, and the cast-in-place support is checked and calculated. On the basis of theoretical analysis, the field monitoring of the bridge is carried out and the theoretical and measured comparison is carried out. The results show that the construction monitoring of railway steel box arch continuous beam bridge is successful and has certain reference significance for the construction of similar bridges in the future.
【學(xué)位授予單位】：石家莊鐵道大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2015
【分類號(hào)】：U445.4
本文編號(hào)：2508176
[Abstract]:Railway steel box arch continuous beam bridge has many advantages, such as good structural mechanical performance, large span ability, simple and beautiful shape and so on, so it has strong competitiveness in bridge construction. During the construction of railway steel box arch continuous beam bridge, there are many changes in force, many construction stages, long construction cycle and complex influencing factors. Construction monitoring can effectively avoid deviation from the design after completion of the bridge, so as to ensure its engineering quality and safety. Based on the engineering background of (326432) m railway steel box arch continuous beam bridge, the theory and method of construction control technology are introduced in detail in this paper. The finite element model is established by using Midas/Civil software to simulate the main construction stages of the bridge, the stress and vertical deformation of the bridge structure are analyzed, and the cast-in-place support is checked and calculated. On the basis of theoretical analysis, the field monitoring of the bridge is carried out and the theoretical and measured comparison is carried out. The results show that the construction monitoring of railway steel box arch continuous beam bridge is successful and has certain reference significance for the construction of similar bridges in the future.
【學(xué)位授予單位】：石家莊鐵道大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2015
【分類號(hào)】：U445.4
【參考文獻(xiàn)】
相關(guān)期刊論文 前1條
1 曾憲武,王永珩;橋梁建設(shè)的回顧和展望[J];公路;2002年01期
，本文編號(hào)：2508176
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