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雙曲冷卻塔下部子午線形對(duì)結(jié)構(gòu)性能的影響*
張軍鋒,葛耀君,趙林
摘 要

(同濟(jì)大學(xué)土木工程防災(zāi)國(guó)家重點(diǎn)實(shí)驗(yàn)室,上海 200092)
[摘要]在不影響冷卻塔冷卻性能的前提下,對(duì)雙曲冷卻塔塔筒下部半徑和下支柱斜率進(jìn)行微調(diào),并分析了其對(duì)結(jié)構(gòu)動(dòng)力特性、承載性能及穩(wěn)定性的影響。研究表明,塔筒下部子午線形對(duì)結(jié)構(gòu)的線性特征值屈曲分析結(jié)果影響甚微,下支柱斜率等于或略小于塔筒下緣斜率可以有效提高結(jié)構(gòu)基頻,提高其抗風(fēng)性能。塔筒下部區(qū)域斜率的突然下降或持續(xù)快速下降均會(huì)使附近環(huán)向膜應(yīng)力及環(huán)向位移發(fā)生突變,也因此可能使局部穩(wěn)定無(wú)法滿足要求。所以,在設(shè)計(jì)中應(yīng)保證塔筒下部區(qū)域的子午向斜率與上部斜率一致緩慢下降,使應(yīng)力分布連續(xù)平緩,同時(shí)又可在不增加壁厚的情況下滿足局部穩(wěn)定要求。
[關(guān)鍵詞]雙曲冷卻塔;塔筒子午線形;動(dòng)力特性;承載性能;局部穩(wěn)定
中圖分類號(hào):TU33+2,TU271-1文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2012)02-0118-04
Effect of bottom meridian curve on the mechanics behavior of hyperboloidal cooling tower
Zhang Junfeng, Ge Yaojun, Zhao Lin(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China)
Abstract:Radius of the bottom shell and slope of the support columns were optimized without influencing on the cooling property of hyperboloidal cooling tower, and the effect on dynamic behavior, load-carrying properties and local buckling performance were analyzed. It’s shown that the meridian curve of bottom shell has little influence on the linear bifurcation buckling results, and the fundamental frequency can be improved if the slope of the support columns is equal or slightly less than the slope of the bottom shell’s edge. Abrupt or sustaining fast decline of the slope of bottom shell will cause abrupt changes on the latitude membrane stress and latitude displacement, and the local buckling may not be satisfied consequently. Therefore, the slope of the bottom shell should decline slowly according the adjacent shell, so the stress distribution will be continuous and the local buckling can be satisfied without any increase of the shell’s thickness.
Keywords:hyperboloidal cooling tower; meridian curve; dynamic behavior; load-carrying property; local buckling
*科技部重大科技項(xiàng)目(2008ZX06004-001)和國(guó)家自然科學(xué)基金項(xiàng)目(50978203)聯(lián)合資助。
作者簡(jiǎn)介:張軍鋒,博士研究生,Email: brilliantshine@163.com。
參考文獻(xiàn)
[1]GB/T 50102—2003 工業(yè)循環(huán)水冷卻設(shè)計(jì)規(guī)范[S]. 北京: 中國(guó)計(jì)劃出版社,2003
[2]DL/T 5339—2006 火力發(fā)電廠水工設(shè)計(jì)規(guī)范[S]. 北京: 中國(guó)電力出版社,2006
[3]武際可. 大型冷卻塔結(jié)構(gòu)分析的回顧與展望[J]. 力學(xué)與實(shí)踐,1996, 18(6):1-5
[4]NIEMANN H J. Wind effects on cooling-tower shells [J]. Journal of the Structural Division, 1980, 106(3): 643-661
[5]許林汕, 趙林, 葛耀君. 超大型冷卻塔隨機(jī)風(fēng)振響應(yīng)分析[J]. 振動(dòng)與沖擊, 2009, 28(4): 180-184,193
[6]DER T J,F(xiàn)IDLER R. A model study of the buckling behavior of hyperbolic shells[C]//Proceedings of the Institution of Civil Engineers, London, England, 1968, 41(1): 105-118
[7]MUNGAN I. Buckling of reinforced concrete cooling tower shells: BSS approach [J]. ACI Structural Journal, 1982, 79(5): 387-391
[8]張軍鋒, 趙林, 柯世堂, 等. 大型冷卻塔雙塔組合表面風(fēng)壓干擾效應(yīng)研究[J]. 哈爾濱工業(yè)大學(xué)學(xué)報(bào),2011, 43(4): 81-87
[9]陳衛(wèi)兵. 雙曲線冷卻塔結(jié)構(gòu)動(dòng)力特性研究[D]. 武漢:武漢大學(xué), 2005
[10]石昊. 初始幾何缺陷對(duì)雙曲線形冷卻塔筒壁受力性能影響的研究[D]. 上海:同濟(jì)大學(xué), 2006
[11]柯世堂, 趙林, 葛耀君, 等. 開(kāi)洞超大型排煙冷卻塔風(fēng)壓分布及雙孔道位置優(yōu)化[J]. 建筑科學(xué)與工程學(xué)報(bào), 2009, 26(2): 52-56
[12]HAMPE E. 冷卻塔[M]. 胡賢章,譯. 北京: 電力工業(yè)出版社, 1980
[13]VGB-Guideline: Structural design of cooling tower-technical guideline for the structural design, computation and execution of cooling towers (VGB-R 610Ue) [S]. Essen: BTR Bautechnik bei Kühltürmen, 2005
[14]BS 4485 Part 4-Code of practice for structural design and construction-water cooling towers [S]. London: British Standard Institution, 1996
[15]同濟(jì)大學(xué)土木工程防災(zāi)國(guó)家重點(diǎn)實(shí)驗(yàn)室. 浙江國(guó)華寧海電廠特大型冷卻塔結(jié)構(gòu)風(fēng)洞試驗(yàn)研究報(bào)告[R]. 2006

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