土压平衡式盾构机土舱压力控制技术研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
土压平衡(Earth Pressure Balance ,EPB)式盾构是在盾构施工中较为普遍使用的一种隧道掘进专用工程机械。施工过程中,土压平衡盾构一般采用土舱压力控制确保开挖面的稳定。如果土舱压力不足,会引起前方地基沉降,发生开挖面的涌水或坍塌的危险就会增大;如果压力过大,又会引起刀盘扭矩或推力的增大而发生推进速度下降或喷涌等问题。因此,设置合理的施工土舱压力,提高盾构隧道在施工过程中的稳定性,对于控制地表沉降、提高掘进速度、降低掘进成本有着非常重要的意义。
     国内对土舱压力控制的研究成果尚不成熟,往往采用“滞后式”的土压纠正。通过预先设定土舱压力值,再根据实际施工情况,对土舱压力进行调整。这种滞后式的调整方法,往往不能及时控制地表的沉降,造成地表隆起或塌陷,对地表周围的建筑物造成很大的危险,工程质量无法达到预期目标。
     本文对土压平衡式盾构机土舱压力控制做了如下工作:
     1、通过对盾构模拟实验平台的三大液压系统进行研究,提出3种土压平衡的操作控制模式,为AMESim仿真研究打下基础。
     2、通过AMESim仿真软件分别搭建三种操作控制模式下的土压平衡控制模型,采用常规PID控制策略来实现土压平衡控制。在AMESim环境下进行仿真研究,仿真结果表明,常规PID控制能够实现对土仓压力平衡控制的要求,但常规PID控制算法需要较长的调整时间,响应特性较差。
     3、目前神经网络的兴起,可以充分逼近任意复杂的非线性关系,可以学习和自适应不知道或不确定的系统,盾构土压平衡控制系统存在非线性、时变性等不确定性因素,因此,应用神经网络对盾构机土压平衡进行控制可以达到实时控制的目的。建立基于BP神经网络的四输入两输出的土压平衡控制模型,使用Matlab7.0神经网络工具箱对其进行模拟和仿真,仿真结果得到满意效果。
     4、建立土压平衡盾构的数学模型,并在此基础上得到土压平衡盾构与其主要工作参数间的数学关系式。并通过盾构模拟实验平台的大型掘进实验,验证了土压平衡数学模型的正确性。为我国土压平衡式盾构机的设计和隧道掘进施工提供相关参考。
Earth Pressure Balance (EPB) shield is the shield of the more commonly used in the construction of a tunnel boring Special Construction Machinery. During the construction process, EPB Shield generally uses the earth pressure control technology to ensure the stability of excavated surface. If the earth closing chamber is lack of pressure, it will cause the front of foundation settlement, the risk of excavation of surface water gushing or collapse will increase. If the pressure is too much, it will cause the issue such as advancing speed decreases or spewing because of the cutter head torque or the thrust increased. So it has a very important significance for control of the earth surface subsidence and improves speed, lower cost of tunneling excavation that sets a reasonable construction pressure and improves earth pressure tank in shield tunnel construction process of stability.
     Domestic research on earth pressure control technology is not yet mature, Lag type of earth pressure is often used to correct it .Preset the earth pressure value at first, then adjust the earth pressure according to the actual situation. This type of lagging method can’t timely adjust control surface subsidence usually. It causes great dangerous to the surrounding buildings on the surface because of the Surface uplift or subsidence. Then the project quality can not achieve the desired goal.
     In this paper, earth pressure control technology of EPB shield machine was made the research as follows:
     1. Put forward three kinds of earth pressure balance operating control mode, and lay the foundation for AMESim simulation research through the studies on the three hydraulic system of the Shield simulation experiment platform
     2. Build three operating control respectively under the mode of earth pressure balance control model with the AMESim simulation software, and use conventional PID control strategy to realize the earth pressure balance control. In AMESim environment simulation research, the simulation results show that the conventional PID control of earth bin to realize pressure balance control requirements, but the conventional PID control algorithm needs a long time, and has less responsive.
     3. Now, the rise of neural network, can fully approximate any complicated nonlinear relation, learn and adapt anyone which is unknown or uncertain systems, shield earth pressure balance control systems of nonlinear time-varying, such uncertainty. So the application of neural network on earth pressure balance shield machine control can achieve real-time control. Based on the BP neural network's input and output of two four earth pressure balance control model, using neural network for its Matlab7.0 toolbox to model and simulate, and the simulation results obtained satisfactory effect.
     4. Build the mathematical model of EPB shield, and get its main parameters of the mathematical relationship based on the model .Test and verify the correctness of mathematical model of EPS shield through industrial large-scale simulation of shield tunneling experiment platform. Provide the relevant reference for China's EPB shield machine’s design and tunnel excavation construction.
引文
[1]王守强.盾构施工技术及其应用[J].水利水电科技进展.1997,17(3):5一11.
    [2]张照煌、李福田.全断面隧道掘进机施工技术[M].北京:中国水利水电出版社,2006.
    [3]张凤祥.盾构隧道[M].北京:北京人民交通出版社,,2004.
    [4]李曙光.EPB盾构法隧道施工引起的地表沉降分析与数值模拟[D]:[硕士论文].长沙:中南大学,2006.
    [5]吴笑伟.国内外盾构技术现状与展望[J].建筑机械.2008:69-73.
    [6]刘仁鹏、刘万京.土压平衡盾构技术浅谈[J].工程机械,2008(8):25-29.
    [7]胡胜利,乔世珊.土压平衡式盾构机-盾构机系列讲座之二[J].建筑机械,2000(1):24-26.
    [8]加须佐渡.日本盾构掘进技术的现状和展望[J].日刊《城市地下建筑物论文集》,53-54.
    [9] Ching-Kuang Chen. Japanese technology in Taiwanese harbour seabed shield drive[J]. Tunnels & Tunnelling, 1984(12): 35-38.
    [10] Hisakazu Matsushita. Earth pressure balanced shield method[J]. Tunnels & Tunnelling, 1980(1): 47-49.
    [11]俞凯.浅谈盾构机的发展史及其在我国的发展状况[J].科协论坛,2007(6):38.
    [12] Shani Wallis. Screw conveyors will take the pressure[J]. Tunnels & Tunnelling, 1990(4): 31-34.
    [13]杨宏燕,顾德焜.土压平衡盾构监控系统研制与应用[J].上海市政工程,2000(4):59-60.
    [14] Richard Lewis. The changing face of the TBM[J]. Tunnels & Tunnelling, 1994(5): 35-37.
    [15]唐健.盾构机电气控制系统设计概要[J].隧道建设,2002(1):33-35.
    [16] Simon Walker. Protecting yourself from tunnelling hazards[J]. Tunnels & Tunnelling, 1993(4): 45-47.
    [17]隧道股份土压平衡式双圆盾构[EB/OL]. http://www.stec.net/TubeProject/TubeProject_Detail.asp?id=4704,2007-2-4.
    [18] Xuanyuan Xiaowen, Yan Jinxiu. State-of-the-art of Tunneling and Underground Works in the mainland of China. Tunnels&Tunnelling International Chinese Edition. 1999(1): 45-49.
    [19]钱七虎,李朝甫,傅德明.全断面掘进机在中国地下工程中的应用现状及前景展望.建筑机械,2002(5):28-35.
    [20] Shani Wallis. TBM contribution to China’s economic development. Tunnels & Tunnelling, 1991(6): 36-38.
    [21] B. J. Reilly. EPBMs for the north East line project. Tunnelling and Underground Space Technology. 1999(4): 491-504.
    [22]施仲衡.盾构机在中国地铁中的应用[J].建筑机械,2002(5):20.
    [23]徐俊杰.土压平衡盾构施工引起的地表沉降分析[D]:[硕士学位论文].成都:西南交通大学,2004.
    [24]胡兴军,子萌.我国隧道盾构掘进机的发展和应用[J].内蒙古煤炭经济,2004(4):114-116.
    [25]中铁股份成功研制我国首台复合式土压平衡盾构机[EB/OL]. http://news.hexun.com/2008-05-04/105707289.html.2008-5-4.
    [26]直径6340mm土压平衡盾构机(先行号)[EB/OL]. http://www.stec.net/Directorate/directorate_Detail.asp?id=2083.2006-1-3.
    [27]杨宏燕.土压平衡盾构监控系统研制技术[J].地下工程与隧道,2000(3):36-41.
    [28]田东升,张照煌.掘进机盘形滚刀破岩工作模拟及分析[J].工程机械,2000(2):11-13.
    [29]奚志勇,杨宏燕,顾德焜.φ11.22 m泥水平衡盾构监控系统的应用和开发研究[J].地下工程与隧道,1996(3):18-23.
    [30]于颖,徐宝富,奚鹰,等.异形断面盾构切削机构分析[J].同济大学学报(自然科学版),2005,33(3):376-379,408.
    [31]曾晓清,张庆贺.盾构法隧道施工技术新进展[J].地下工程与隧道,1995(1):7-12.
    [32]刘瑞庆.不同地质情况下掘进参数的选择标准及经验[J].建筑机械,2000(7):40-42.
    [33]董必钦.对我国全断面隧道掘进设备发展的思考[J].中国水利,2005(22):35-36.
    [34]周文波.盾构法隧道施工技术及其应用[J].中国建筑工业出版社,2004(11).
    [35]赵强政.直径520mm土压平衡式模型盾构机研制及实验性掘进控制模拟[D]:[硕士论文].成都:西南交通大学,2004.
    [36]乐贵平.土压平衡式盾构机简介[J].建筑机械,2000(6):24-25.
    [37]何其平.盾构选型[J].建筑机械,2003(1):43-47 .
    [38]刘东亮.EPB盾构掘进的土压控制.铁道工程学报,2005(2):45-50.
    [39]何於琏.土压平衡盾构机掘进控制系统工作原理.矿山机械,2006,34(2):22-24.
    [40]何其平.海瑞克盾构在南京地铁工程中的应用[J].工程机械,2003(2):12-15.
    [41]陈传灿.土压平衡式顶管掘进机泥土仓压力控制系统的设计与分析[J].建筑机械,2001(4):76-79.
    [42]胡国良.盾构模拟实验平台电液控制系统关键技术研究[D]:[博士学位论文].杭州:浙江大学,2006.
    [43]胡国良,何贤剑.土压平衡式盾构机土舱压力控制仿真分析[J].煤矿机械,2009(7):55-56.
    [44]胡国良,龚国芳,杨华勇.盾构掘进机土压平衡的实现[J].浙江大学学报,2006(5),874-877.
    [45] S. Quebaud, M. Sibai, J.-P. Henry. Use of Chemical Foam for Improvements in Drilling by Earth-Pressure Balanced Shields in Granular Soils[J]. Tunnelling and Underground Space Technology. 1998(2): 173-180.
    [46]日立建机[EB/OL]. http://www.hitachi-c-m.com/cn/products/tunnel/supplementary_devices/supplementary_devices.html.
    [47] Cheng Yeh. Application of neural network to automatic soil pressure balance control for shield tunneling[J]. Automation in construction. 1997(5): 421-426.
    [48] M. Alvarez Grima, P.A. Bruines, P. N. W. Verhoef. Modeling Tunnel Boring Machine Performance by Neuro-Fuzzy Methods[J]. Tunnelling and Underground Space Technology. 2000(3): 259-269.
    [49]黄智,李光耀,钟志华.自适应模糊神经网络在板料弯曲回弹预测中的应用[J].计算机仿真,2003,20(11):58-60.
    [50]孙钧,易宏伟.地铁隧道盾构掘进施工市区环境土工安全的地基变形与沉降控制[J].地下工程与隧道,2001(2):11-13.
    [51]孙钧,袁金荣,盾构施工扰动与地层移动及其智能神经网络预测[J].岩土工程学报,2001(3): 261-267.
    [52]李希元,闫静雅,孙艳萍.盾构隧道施工工程事故的原因和对策[J].地下工程与学报,2005(12):968-971.
    [53]地面沉降—第六届地面沉降国际讨论会论文选.地质出版社,2001.
    [54]黄宏伟,减小龙.盾构隧道纵向变形性态研究分析.地下空间,2002(9):244-251.
    [55] Wei Shen Zhu,Shucai Li,Shuchen Li,Weizhong Chen, C F Lee.Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects [J]. Tunnelling and Underground Space Technology, Volume18,Issue5, November 2003, Pages 531一536.
    [56] Alberto A Nido,Criag J Knies, Dulcy M Abraham.Role of operation simulationIn the analysis and improvement of microtunnelling Projects[J].Tunnelling andUnderground SpaceTechnology, Volume 14, Supplement l,1999,Pagesl-19.
    [57]傅德明,黄均龙,孙静毅.模拟盾构掘进机试验用的模拟土箱[P].中国:200410089262.6,2005.
    [58]傅德明,李向红,刘计山.大型多功能盾构掘进模拟试验台的研制[J].工程机械,2005(12):14-17.
    [59]龚国芳,余佑官,胡国良.盾构推进液压系统仿真分析[J].机电工程,2006,Vol.23(6):25-27.
    [60]胡国良,周兴建,龚国芳,杨华勇.盾构推进液压系统的设计及实验研究[J].工程机械,2007, Vol.38(3):44-47.
    [61]胡国良,胡绍华,龚国芳,杨华勇.土压平衡盾构螺旋输送机排土控制分析[J].工程机械,2008, Vol.39(4):35-38.
    [62] Powerful Data Logger and Flexible Data Acquisition and Data Logging Systems [EB/OL]. http://datataker.com.
    [63]三相四线制智能电量隔离变送器[EB/OL]. http://www.sset.cn/pro_ce_A_AJ41.htm.
    [64]庄乐和.土力学[M].北京:地质大学出版社,1982.
    [65]李宏安,陆琰.加泥式土压平衡盾构开挖面稳定技术[J].中国铁路,2008(12):65-68.
    [66]张庭华.土压平衡盾构土仓压力控制技术研究[J].隧道/地下工程,2005(8):83-84.
    [67]陈立新,王洪新.土压平衡盾构平衡控制新思路[J].上海建设科技,2008(5):18-21.
    [68]刘东亮.EPB盾构掘进的土压控制[J].铁道工程学报,2005(4):45-50.
    [69]邱铭军,赵航,姚培.AMEim软件及其应用[J].路面机械与施工技术,2006(8):60-61.
    [70]郭军,吴亚峰,储妮晟.AMEim仿真技术在飞机液压系统中的应用[J].计算机辅助工程,2006(6):42-45.
    [71]秦家升,游善兰. AMEim软件的特征及其应用[J].工程机械,2004(12):6-8.
    [72]余佑官,龚国芳,胡国良. AMEim仿真技术及其在液压系统中的应用[J].液压气动与密封,2005(3):28-30.
    [73]胡东岗.冲天炉的神经网络建模与控制[D]:[硕士学位论文].太原:太原科技大学.
    [74]高隽.人工神经网络原理及仿真实例[M].北京:机械工业出版社,2003.
    [75]郭海荣,潘伟荣.基于神经网络的广东省道路交通事故模型[J].广东工业大学学报,2008(9):95-99.
    [76]武奕晶,张海洪.基于BP神经网络的清扫机器人的环境建模[J].机床与液压,2007(9):93-96.
    [77]卢黎明.基于BP神经网络的液体滑动轴承轴心位置辨识[J].机床与液压,2008(8):218-220.
    [78]刘向阳.BP神经网络建模与应用[J].科技信息,2007(16):163-164.
    [79]唐喜祝,基于BP网络的水轮机调节系统参数辨识与故障诊断研究[D]:[硕士学位论文].武汉:华中科技大学.
    [80]何玉棒,李新忠.神经网络控制技术及其应用[M].北京:科学出版社,2000.
    [81]闵惜琳,刘国华.用MATLAB神经网络工具箱开发BP网络应用[J].计算机应用,2001(8):163-164.
    [82]匡胤.基于人工神经网络的预测原理及MATLAB实现[J].内江师范学院学报,2007(2):38-40.
    [83]王洪新,傅德明.土压平衡盾构掘进的数学物理模型及各参数间关系研究[J].土木工程学报,2006(9):86-90.
    [84]侯学渊.软土工程施工新技术[M].合肥:安徽科学技术出版社,1999.
    [85]李向红,巴雅吉乎.φ1800 mm土压平衡盾构掘进试验研究[A].大直径隧道与城市轨道交通工程技术-2005上海国际隧道工程研讨会论文集,上海:同济大学出版社,2005:485-492.

© 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