极小半径曲线顶管机设计研究与应用
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摘要
为了对曲线顶管机和其推进装置主要的施工参数及设备性能进行研究,介绍了曲线顶管技术的发展、设计理念、工艺原理及特点;叙述了曲线顶管机在室外工地现场推进施工的应用过程,通过精心试验测量和推进施工,曲线顶管机的设计和应用得到很好的展现,验证曲线顶管技术的创造和应用前景,为今后盾构隧道施工地层中接合、扩宽、分岔、合流、工作井扩宽等施工打下基础。
In order to study the main construction parameters and performance of the machine and its propulsion system,the curved pipe jacking machine was introduced in aspects of the development,design philosophy,technical principle and features.The operation of curved pipe jacking machine in construction site was described.Through careful tests and practical use,the curved pipe jacking machine was well demonstrated and verified.The curved pipe jacking technology has shown it capability of construction of jointing,expanding,dividing,merging and widening of working well.
In order to study the main construction parameters and performance of the machine and its propulsion system,the curved pipe jacking machine was introduced in aspects of the development,design philosophy,technical principle and features.The operation of curved pipe jacking machine in construction site was described.Through careful tests and practical use,the curved pipe jacking machine was well demonstrated and verified.The curved pipe jacking technology has shown it capability of construction of jointing,expanding,dividing,merging and widening of working well.
引文
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[6]王强华,赵艳鹏,段创峰,等.地铁车站曲线顶管法施工研究[J].地下空间与工程学报,2010,6(1):135-137.
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[14]宋杰,张庆贺.单元曲线顶管施工新方法与管节受力机理分析[J].中国市政工程,2000(4):67-70.
[15]金文航.长距离曲线顶管技术分析与研究[D].杭州:浙江大学,2005.
[16]马保松,张雅春.曲线顶管技术及顶进力分析计算[J].岩土工程技术,2006,20(5):229-232.
[17]由广明,朱合华,刘学增,等.曲线顶管施工环境影响的三维有限元分析[J].地下空间与工程学报,2007,3(2):218-223.
[18]梅祥,掌飞.长距离曲线顶进顶管的制造与施工技术[J].混凝土与水泥制品,2000(4):29-31.
[19]舒亚明,周永江.长距离曲线顶管测量和控制[J].浙江工业大学学报,2009,37(6):685-688.
[2]李太惠.用盾构连续开挖隧道后建筑浅埋地铁车站[J].地铁与轻轨,1994(4):45-46.
[3]片山秀明,大見守男,滝川浩.曲線ボーリングを利用した地中送電線管路の施工[J].電力土木,1994(1):47-53.
[4]Hiroyuki KAMATA,Yoshio MATSUMOTO.Conceptional Design and Feasibility Study of a New Tunneled Station with Multi-Circular Face Shield(MF Shield)[J].Quarterly Report of RTRL,1992,33(2):115-123.
[5]王承德.曲线顶管初探[J].特种结构,1998,15(4):18-21.
[6]王强华,赵艳鹏,段创峰,等.地铁车站曲线顶管法施工研究[J].地下空间与工程学报,2010,6(1):135-137.
[7]汤渊.地铁车站曲线顶管暗挖新方法数值模拟研究[J].地下空间与工程学报,2014,10(3):650-655.
[8]魏龙海,程勇,陈炜韬,等.近接小半径曲线顶管施工扰动数值研究[J].四川建筑科学研究,2012,38(2):315-318.
[9]李兆霞,李爱群,陈鸿天,等.大跨桥梁结构以健康监测和状态评估为目标的有限元模拟[J].东南大学学报:自然科学版,2003,33(5):562-571.
[10]陈青,译.连续梁桥的顶推施工技术[J].国外公路,1998,18(1):22-25.
[11]夏军.80m跨径下承式简支焊接钢桁架桥的设计与施工[J].钢结构,2002,17(1):28-30.
[12]尚庆保,何映春.复杂地段96m双线钢桁架梁顶推施工技术[J].桥梁,2007(4):48-51.
[13]颜全胜,王卫锋,邹小江.顶推法施工过程仿真分析软件的研制[J].世界桥梁,2003(3):66-69.
[14]宋杰,张庆贺.单元曲线顶管施工新方法与管节受力机理分析[J].中国市政工程,2000(4):67-70.
[15]金文航.长距离曲线顶管技术分析与研究[D].杭州:浙江大学,2005.
[16]马保松,张雅春.曲线顶管技术及顶进力分析计算[J].岩土工程技术,2006,20(5):229-232.
[17]由广明,朱合华,刘学增,等.曲线顶管施工环境影响的三维有限元分析[J].地下空间与工程学报,2007,3(2):218-223.
[18]梅祥,掌飞.长距离曲线顶进顶管的制造与施工技术[J].混凝土与水泥制品,2000(4):29-31.
[19]舒亚明,周永江.长距离曲线顶管测量和控制[J].浙江工业大学学报,2009,37(6):685-688.