本文選題：鋼板樁圍堰　切入點(diǎn)：結(jié)構(gòu)計(jì)算　出處：《武漢工程大學(xué)》2015年碩士論文

【摘要】：隨著我國(guó)城鎮(zhèn)化進(jìn)程的加快和經(jīng)濟(jì)的高速發(fā)展,越來(lái)越多高效、便捷、環(huán)保的建筑工法逐漸得到工程界的認(rèn)可,鋼板樁咬合形成墻因具有強(qiáng)度高、抗?jié)B性好、施工便捷、可重復(fù)使用、成本低等優(yōu)點(diǎn)在防洪斷流、橋墩圍堰、抗洪搶險(xiǎn)等臨時(shí)構(gòu)筑物中得到了廣泛的應(yīng)用。鋼板樁圍堰是橋梁基礎(chǔ)承臺(tái)施工過(guò)程中重要的支護(hù)結(jié)構(gòu),關(guān)于鋼板樁圍堰安全穩(wěn)定性分析的研究也取得了很好的成果,形成了比較成熟的分析方法。本文在收集整理國(guó)內(nèi)外研究資料的基礎(chǔ)上,歸納總結(jié)了鋼板樁圍堰的計(jì)算方法,比較分析了傳統(tǒng)計(jì)算方法中的自由支承法、等值梁法、彈性曲線法、豎向彈性地基梁法和有限元計(jì)算方法,并介紹了有限元分析的原理。介紹了常用的各向同性的材料的本構(gòu)模型,并結(jié)合有限元分析軟件介紹了莫爾—庫(kù)倫模型中的相關(guān)參數(shù)。以白云潭大橋2#橋墩鋼板樁圍堰為工程背景,介紹了有限元計(jì)算的流程,利用有限元計(jì)算的結(jié)果分析了該鋼板樁圍堰的強(qiáng)度和變形,并提出了方便施工的優(yōu)化設(shè)計(jì)方案:運(yùn)用有限元分析軟件對(duì)鋼板樁圍堰的施工過(guò)程進(jìn)行模擬,計(jì)算在各工況下的鋼板樁的應(yīng)力和應(yīng)變,在滿足鋼板樁和內(nèi)支撐穩(wěn)定性要求的前提下,調(diào)整圍堰內(nèi)支撐布置方案,可以在方便施工的同時(shí)保證橋梁承臺(tái)的施工質(zhì)量。
[Abstract]:With the acceleration of urbanization and the rapid development of economy in China, more and more efficient, convenient and environmentally friendly construction methods have been gradually recognized by the engineering community. The wall formed by steel plate and pile occlusion has high strength, good impermeability and convenient construction. The advantages of reusability and low cost have been widely used in temporary structures such as flood control, pier cofferdam, flood prevention and rescue, etc. Steel plate pile cofferdam is an important supporting structure in the construction of bridge foundation cap. The research on the safety and stability analysis of steel plate pile cofferdam has also achieved good results, and a more mature analysis method has been formed. On the basis of collecting and arranging the domestic and foreign research data, this paper summarizes the calculation methods of steel plate pile cofferdam. The free support method, equivalent beam method, elastic curve method, vertical elastic foundation beam method and finite element method are compared and analyzed. The principle of finite element analysis is introduced, and the constitutive model of isotropic materials is introduced. The related parameters of Mohr-Coulomb model are introduced with the finite element analysis software. Taking Baiyuntan Bridge pier steel plate pile cofferdam as the engineering background, the finite element calculation process is introduced. The strength and deformation of the steel plate pile cofferdam are analyzed by using the result of finite element calculation, and the optimal design scheme is put forward: the construction process of the steel plate pile cofferdam is simulated by using the finite element analysis software. The stress and strain of steel plate pile under various working conditions can be calculated and the construction quality of bridge cap can be guaranteed by adjusting the layout of inner support of cofferdam on the premise of satisfying the requirements of stability of steel plate pile and internal support.
【學(xué)位授予單位】：武漢工程大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2015
【分類(lèi)號(hào)】：U445.556

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 嚴(yán)宏偉;;小欖水道橋L2號(hào)墩承臺(tái)鋼板樁圍堰設(shè)計(jì)與施工[J];公路交通科技(應(yīng)用技術(shù)版);2015年07期

2 侯寶民;何殿波;仲偉權(quán);李燕;;南水北調(diào)楊官屯河閘工程的鋼板樁圍堰施工分析[J];企業(yè)技術(shù)開(kāi)發(fā);2015年18期

3 謝曉彬;;某工程基坑鋼板樁支護(hù)施工方案[J];科學(xué)咨詢(xún)(科技·管理);2015年04期

4 湯勁松;熊保林;;鋼板樁圍堰設(shè)計(jì)的土壓力計(jì)算方法探討[J];巖土工程學(xué)報(bào);2014年S2期

5 杜闖;丁紅巖;張浦陽(yáng);李靜;;鋼板樁圍堰有限元分析[J];巖土工程學(xué)報(bào);2014年S2期

6 王方遠(yuǎn);包純風(fēng);牛海波;;鋼板樁圍堰在雙層軟土地質(zhì)條件下的應(yīng)用[J];城市道橋與防洪;2014年11期

7 陳平;張凡;;基于MIDAS的鋼板樁支護(hù)結(jié)構(gòu)水平位移數(shù)值模擬分析[J];華南地震;2014年S1期

8 何玉先;;鋼板樁圍堰在橋梁水中墩施工中的應(yīng)用[J];高速鐵路技術(shù);2013年04期

9 張駿;;橋梁深水基礎(chǔ)鋼板樁圍堰受力分析與應(yīng)用[J];橋梁建設(shè);2012年05期

10 盧小偉;張自榮;;鋼板樁圍堰在二七大橋深水基礎(chǔ)施工中的應(yīng)用[J];鐵道建筑;2011年06期

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