用户名: 密码: 验证码:
盾构刀盘轻量化优化设计研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
刀盘是盾构掘进机的关键部件,受地质环境和土体特性的影响,其设计技术十分复杂,是盾构机设计的关键技术之一。而且刀盘结构件自重大,合理减轻刀盘质量可有效地节省装备制造成本、减低能耗、节省运营成本。因此研究刀盘的轻量化设计技术有重要意义。
     本文从研究盾构刀盘上的载荷入手,对满足强度和刚度需求的刀盘轻量化优化设计展开研究。主要内容和结果如下:
     (1)关于常用土压力理论和刀具切削理论的研究。本研究将临界埋深下的土压计算值和成都地铁工程实测值进行了比较,完成了土压力公式的选用。分析了刀具受力与刀具物理尺寸、围岩物理参数之间的关系。为研究刀盘载荷打下基础。
     (2)多工况刀盘载荷模型研究。研究了刀盘和工作面的作用关系,建立了刀盘载荷模型。根据实际工程参数,计算了多工况下的刀盘载荷,并通过成都地铁实测数据校对了计算载荷值。为虚拟样机模型的载荷加载提供数据。
     (3)刀盘结构有限元分析。以成都地铁1号线φ6.28m盾构机刀盘为分析对象,分析了多种工况下刀盘的强度和刚度,确定了危险工况。该分析可为轻量化优化设计提供依据和数据。
     (4)刀盘的轻量化优化设计研究。以盾构刀盘为研究对象,运用ANSYS有限元软件进行优化计算,取得优化结果并校核。通过轻量化优化设计,刀盘质量减少5.61t,相比原刀盘轻14.15%。
The cutter head is a key component of the shield machine. By the effects of geological environment and soil characteristics, the design process is considerable complex, which is one of the key technologies in shield machine design. The heavy cutter head result in high manufacturing costs, energy consumption and operational costs, which can be reduced effectively by reducing the weight of the cutter head.
     Started from the loads on the cutter head, this article is focused on the weight lightening optimization design of cutter head, which still satisfies the requirements of strength and stiffness. The contents and results of this paper are as follows:
     (1) Study on common earth pressure theory and tool loading theory. In this study, the critical depth pressure value from calculation is compared with the measured values in Chengdu Metro Project to pick the suitable earth pressure formula. The relation between the tool load and its physical size, parameters of surrounding rocks is also analyzed, which laid the foundation for studying the loads on the cutter head.
     (2) Study on the load model of cutter head under multi-conditions. The relation of the cutter head and excavation plane is studied, and the load model of multi-condition is established. According to the parameters got from the real projects, the loading under multi-conditions are calculated, which are also supported by the data acquired from Chengdu Metro Project. Loading data for the virtual prototype model can be provided by this study.
     (3) Finite Element Analysis of cutter head. The Chengdu Subway Line1φ6.28m shield cutter head is set as analysis object. The dangerous conditions are found by the analysis of its strength and stiffness under multi working conditions. The supporting evidences and data for weight lightening optimization design can be provided by this analysis.
     (4) Study on weight lightening optimization design of cutter head. ANS YS is applied to achieve the optimization of φ6.28m shield cutter head. After optimization, the weight of final result is decreased by5.61tons,14.15%lighter than the original cutter head.
引文
[1]陈馈,洪开荣,吴学松.盾构施工技术M.北京:人民交通出版社.2009,5.
    [2]张凤祥,朱合华,傅德明.盾构隧道[M].北京:人民交通出版社.2004.
    [3]陈馈,李建斌.盾构国产化及其市场前景分析[J].建筑机械化,2006(05):59-64.
    [4]王梦恕,施仲衡,刘建航.地下隧道工程装备国产化发展研究报告[R].北京:北京交通大学,2007
    [5]崔国华,王国强,何恩光,张英爽.盾构机的研究现状以及发展前景[J].矿山机械,2006(6):24-27.
    [6]王洪新.土压平衡盾构刀盘开口率选型及其对地层适应性研究[J].土木工程学报,2010,43(03):88-92.
    [7]徐前卫,朱合华,廖少明,傅德明,于宁,汪成兵.砂土地层盾构法施工的地层适应性模型试验研究[J].岩石力学与工程学报,2006,25(02):2902-2908.
    [8]章龙管,陈馈.成都地铁富水砂卵石地层盾构适应性分析[J].建筑机械化,2010,4:74-79.
    [9]袁敏正,鞠世健,竺维彬.广州地铁一号线和二号线盾构机适应性研究与探讨[J].现代隧道技术,2004,41(3):31-39.
    [10]胡国良,胡爱闽,龚国芳,杨华勇.土压平衡盾构地层适应性设计理论和方法研究[J].中国机械工程,2008,19(16):1916-1919.
    [11]宋克志,潘爱国.盾构切削刀具的工作原理分析[J].建筑机械,2007,02:74-76.
    [12]张厚美.盾构盘形滚刀损坏机理的力学分析与应用[J].现代隧道技术,2011,48(1):61-65.
    [13]宋克志,袁大军,王梦恕.盘形滚刀与岩石相互作用研究综述[J].铁道工程学报,2005(6).
    [14]夏毅敏,黄利辉,周喜温,薛静.盾构切刀切削岩上的试验研究[J].矿山机械,2010,38(1):15-18.
    [15]C.Balci, N.Bilgin. Correlative Study of Linear Small and Full-scale Rock Cutting Test to Select Mechanized Excavation Machines [J]. International Journal of Rock Mechanics & Mining Sciences, 2007,44(3):468-476.
    [16]Soo-Ho Changa, Soon-Wook Choi. Performance Prediction of TBM Disc Cutting on Granitic Rock by the Linear Cutting Test [J]. Tunnelling and Underground Space Technology,2006(21):271-272.
    [17]蒲毅,刘建琴,郭伟,裴瑞英.土压平衡盾构机刀盘刀具布置方法研究[J].机械工程学报,2011,47(15):161-168.
    [18]管会生,高波.盾构切削刀具寿命的计算[J].工程机械,2006(1):25-28.
    [19]Sugimoto M, Koeta N, Ramdani T, Iida T, Ooishi Y. Study on the force at face based on in-situ data[R].46th Annual Meeting Japan Soc,1991,68(3):158-159.
    [20]Sugimoto M, Sramoon A. Theoretical Model of Shield Behavior during Excavation.I:Theory [J]. Journal of Geotechnical and Geoenvironmental Engineering,2002,128(2):138-155.
    [21]Sramoon A, Sugimoto M, Kayukawa K. Theoretical Model of Shield Behavior during Excavation.II: Application [J]. Journal of Geotechnical and Geoenvironmental Engineering,2002,128(2):156-165.
    [22]Terzaghi K.理论土力学[M].徐志英,译.北京:地质出版社.1960.
    [23]管会生,高波.盾构刀盘扭矩估算的理论模型[J].西南交通大学学报,2008,43(2):213-226.
    [24]吕强,傅德明.土压平衡盾构掘进机刀盘扭矩模拟试验研究[J].岩石力学与工程学报2006,25(2):3137-3143.
    [25]管会生.土压平衡盾构机关键参数与力学行为的计算模型研究[D].成都:西南交通大学博士研究生学位论文.2007.
    [26]刘建虎,吴志军,冯平法,文伟力.复合地层中盾构机外载荷模型研究[J].机械设计与制造,2011(05):1-3.
    [27]W Burger,卓永军.盾构刀盘设计综述[J].建筑机械,2006,11(21):67-71.
    [28]何其平.土压平衡盾构刀盘结构探讨[J].工程机械,2003(11);10-16.
    [29]宋云.盾构机刀盘选型及设计理论研究[D].成都:西南交通大学硕士研究生学位论文.2009.
    [30]李建斌,何於琏.盾构机刀盘研制实例[J].隧道建设,2005,25(6):53-56.
    [31]陈馈,苏翠侠,王燕群.盾构刀盘的有限元参数化建模及其分析[J].建筑机械化,2010,(12):57-60.
    [32]周奇才,郑宇轩,李炳杰,何自强,张恒.地铁盾构刀盘改造的有限元分析[J].中国工程机械学报,2008,6(2):188-193.
    [33]鲁春艳.汽车轻量化技术的发展现状及其实施途径[J].上海汽车.2007(06):28-31.
    [34]卢耀辉,曾京,邬平波.铁路客车车体轻量化问题的研究[J].机械强度.2005,27(1):99-103.
    [35]高顺德,潘志毅.轻量化技术在工程机械设计中的应用[J].叉车技术.2011(1):1-2.
    [36]张倩,单忠德,邹爱玲,周永松.轻量化技术在工程机械中的应用研究[C].“天山重工杯”全国机电企业工艺年会暨第五届机械工业节能减排工艺技术研讨会,中国江苏常州,2011.中国机械制造工艺协会,2011,9:425-427.
    [37]程文明,李亚民,张则强.桥式起重机与门式起重机轻量化设计的关键要素[J].中国工程机械学报.2012,10(1):41-49.
    [38]李林.基于可靠性的TBM刀盘轻量化设计[D].大连:大连理工大学硕士研究生学位论文.2010.
    [39]崔凤治.盾构刀盘的轻量化设计[D].天津:天津大学硕士研究生学位论文.2010.
    [40][日]土木学会编.隧道标准规范(盾构篇)及解说[M].朱伟译.北京:中国建筑工业出版社,2001.
    [41]尹旅超,朱振宏,李玉珍等编译.日本隧道盾构新技术[M].武汉:华中理工大学出版,1999.
    [42]谢家烋.浅埋隧道的地层压力[J].土木工程学报.1964(06):58-70.
    [43]宋玉香,贾晓云,朱永全.地铁隧道竖向土压力载荷的计算研究[J].岩土力学.2007,28(10):2240-2244.
    [44]TB 10003-2005,J449-2005.铁道隧道设计规范[S].
    [45]Reillyb J. EPB for the North East Line Project [J]. Tunneling and Underground Space Technology, 1999,14(4):491-508.
    [46]Gertsch R, Gertsch L. Rostami J. Disc cutting tests in Colorado red granite:Implications for TBM performance prediction [J]. International Journal of Rock Mechanics & Mining Sciences,2007, 44(2):238-246.
    [47]Mair R J, Taylor R K. Bored Tunneling in the Urban Environment [A]. Theme lecture to 14th Int. Conf on SMFE[C], Hamburg,1997, Vol.4.
    [48]陈沛,管会生,赵晶石.盾构机大轴承结构参数优化设计[J].建筑机械,2010,(04):87-89.
    [49]黄清飞.砂卵石地层盾构刀盘刀具与土相互作用及其选型设计研究[D].北京:北京交通大学博士研究生学位论文.2010.
    [50]王勖成.有限单元法[M].北京:清华大学出版社,2003.
    [51]龚曙光,谢桂兰,黄云清.ANSYS参数化编程与命令手册[M].北京:机械工业出版社,2009,8.
    [52]ANSYS. Structural Analysis Guide [M]. ANSYS, Inc.2005.
    [53]Saeed M. Finite Element Analysis Theory and Application with ANSYS [M].王崧,董春敏等译.北京:电子工业出版社,2005.
    [54]中国盾构网.我国盾构产业跃居世界前列[EB/OL]. http://www.zgdungou.com/html/dungouxiang guanchanyezhuanqu/20120807/3198.html.2012-08-07.
    [55]中国盾构网.中国盾构机行业发展及关键零部件需求情况分析[EB/OL]. http://www. zgdungou. com/html/dungouxiangguanchanyezhuanqu/20111015/2611.html.2011-10-15。
    [56]张志文.起重机设计手册[M].北京:中国铁道出版社,1997.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700