深水桩基础施工平台的结构分析与施工控制
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摘要
流水河右线大桥4号深水桩基础施工平台为钢管桩和钢护筒共同承力施工平台,它充分利用钢护筒作为平台支撑系统,大大节省工程造价。本文以其作为研究对象,通过对施工平台进行相关的静力和动力分析验算,肯定了钢管桩和钢护筒共同承力施工平台相比其他深水桩基施工平台的独特优势,同时对施工平台的控制和监测予以探讨。
首先,本文介绍了现有各种深水施工平台,以及施工平台设计分析方法。然后,作者运用分析软件ANSYS对施工平台进行模拟,以结构力学理论为指导,以相关国家规范和施工设计要求为依据,对结构体系进行动力学分析并对施工过程中的最不利状态进行静力学分析。通过对最不利状态进行静力分析,找出钢管桩和钢护筒共同承力施工平台体系在施工过程中强度和刚度的影响因素,为施工方在施工过程中的监测控制提供参数依据;通过动力分析,分析验证平台在钻机冲击动力荷载作用下控制点的位移响应曲线,并通过对比单位简谐荷载下的位移响应曲线得出了有益结论。最后,本文分析了钢管桩和钢护筒共同承力施工平台的控制技术及标准,并通过分析该结构体系的监测过程,讨论了一般临时结构的监测方法。
The 4th deep-water piles foundation construction platform of Liu Shui river right line bridge is the construction platform of steel-pipe piles and steel guide-wells as a support system. It makes full use of steel guide-wells as a great support system of construction platform, significantly savings project cost. the static and dynamic analysis about the construction platform affirms the unique advantages of the construction platform of steel-pipe piles and steel guide-wells as a a support system compared to other deep-water construction platforms. At the same time measure and control of the construction platform are also discussed in this paper.
First of all, this paper introduces existing deep-water construction platforms and platform design and analysis methods. In the paper, ANSYS program is used to model the real structure. All analysis includes dynamic analysis and static analysis of the most disadvantaged states and all analysis are based on structural mechanics theory and relevant national norms and construction of the design requirements . The factors which affect strength and stiffness of construction platform of steel-pipe piles and steel guide-wells as a a support system are found out by the analysis of the dangerous states during the construction. The factors can be the parameters of measure and control during the construction.The displacement response curve of reference points under dynamic load of the drilling machine by dynamic analysis, and reachs a useful conclusion by comparing a displacement response curve of the units and harmonic load. Finally, the control technology and standards of construction platform in which steel-pipe piles and steel guide-wells as a support system are analyzed in this paper , and the general temporary structural measure methods is discussed by the analysis of the measure process.
首先,本文介绍了现有各种深水施工平台,以及施工平台设计分析方法。然后,作者运用分析软件ANSYS对施工平台进行模拟,以结构力学理论为指导,以相关国家规范和施工设计要求为依据,对结构体系进行动力学分析并对施工过程中的最不利状态进行静力学分析。通过对最不利状态进行静力分析,找出钢管桩和钢护筒共同承力施工平台体系在施工过程中强度和刚度的影响因素,为施工方在施工过程中的监测控制提供参数依据;通过动力分析,分析验证平台在钻机冲击动力荷载作用下控制点的位移响应曲线,并通过对比单位简谐荷载下的位移响应曲线得出了有益结论。最后,本文分析了钢管桩和钢护筒共同承力施工平台的控制技术及标准,并通过分析该结构体系的监测过程,讨论了一般临时结构的监测方法。
The 4th deep-water piles foundation construction platform of Liu Shui river right line bridge is the construction platform of steel-pipe piles and steel guide-wells as a support system. It makes full use of steel guide-wells as a great support system of construction platform, significantly savings project cost. the static and dynamic analysis about the construction platform affirms the unique advantages of the construction platform of steel-pipe piles and steel guide-wells as a a support system compared to other deep-water construction platforms. At the same time measure and control of the construction platform are also discussed in this paper.
First of all, this paper introduces existing deep-water construction platforms and platform design and analysis methods. In the paper, ANSYS program is used to model the real structure. All analysis includes dynamic analysis and static analysis of the most disadvantaged states and all analysis are based on structural mechanics theory and relevant national norms and construction of the design requirements . The factors which affect strength and stiffness of construction platform of steel-pipe piles and steel guide-wells as a a support system are found out by the analysis of the dangerous states during the construction. The factors can be the parameters of measure and control during the construction.The displacement response curve of reference points under dynamic load of the drilling machine by dynamic analysis, and reachs a useful conclusion by comparing a displacement response curve of the units and harmonic load. Finally, the control technology and standards of construction platform in which steel-pipe piles and steel guide-wells as a support system are analyzed in this paper , and the general temporary structural measure methods is discussed by the analysis of the measure process.
引文
[1]欧阳效勇,任回兴,徐伟,桥梁深水桩基础施工关键技术,北京:人民交通出版社,2006,56~88
[2]张鸿,刘先鹏,特大型桥梁深水高桩承台基础施工技术,北京:中国建筑工业出版社,2005,43~66
[3]方卫东,刘远平,李洪乾,鄂黄长江公路大桥主塔墩,公路实践,2001,8:51~55
[4]郭波,吴建华,王志仁等,佛开高速公路九江大桥大直径钻孔桩施工,广东公路交通,1995,4:47~54
[5]涂萍,李学文,洞庭湖大桥主塔基础施工平台的设计与施工,国外公路,1999,3:48~52
[6]肖佳鹏,武汉白沙洲大桥南岸水中墩基础施工,桥梁建设,1999,2:55~57
[7]解玉洋,利津黄河公路大桥超长细桩的施工,山东交通科技,2000,2:7~15
[8]李绍衡,刘展瑞,尖山跨海大桥施工简介,广西交通科技,1998,4:31~35
[9]于华,梁德礼,韩玉,蚌埠市朝阳淮河公路桥水中大直径桩基施工技术及工艺,华东公路,2001,4:53~56
[10]吴群慧,京九铁路泰和赣江特大桥主桥施工简介,铁道勘测与设计,1994,3:18~23
[11]顾元威,于吉太,女姑山跨海桥基施工用钢平台设计,探矿工程,1998,1:33~35
[12]胡俊仁,孔科义,獭溪河铁路桥基深水大口径灌注桩及承台施工经验,地质与勘探,1995,3:55~57
[13]吴日增,深水大直径钻孔固定平台的设计与施工,太原重型机械学院学报,2000,3:250~253
[14]连泽平,芜湖长江大桥深水施工平台设计施工,桥梁建设,2000,2:47~50
[15]张有光,彭俊聪,陈德权等,联网式施工平台在深水无覆盖层岩面桩基施工中的应用,中南公路工程,1999,4:31~32
[16]杨桂通,土动力学,北京:
[17]Liaw C-Y,Chopra AK,Dynamics of towers surrounded by water,J.Ear- -thquake Engng.Stryct.Dynamics,1974,47~48
[18]房营光,孙均,平台-群桩-水流-土体系统的地震反应分析,土木工程学报,1998,5:56~63
[19]Hellan,et al:"Use of nonlinear pushover analysis in ultimate limit state design and integrity assessment of jacket structures",Safety&Reliability,OMAE,1994,2: 323~345
[20]Sigurdsson,et al:"Probabilistic collapse analysis of jackets",Structural Safety,1994,6:535~543
[21]Tang,W.H,et al:"Casestudyofoffshorepilesystemreliability",DTC,1993, 3:677~686
[22]Langer,H.van,et al:"Integrated foundation and structural reliability analysis of a Nofth Sea structure",OTC,1995,l:809~820
[23]金伟良,庄一舟,邹道勤,具有结构-桩-土相互作用的海洋平台结构体系承载能力的概率分析,海洋工程,1998,1,1~11
[24]庄一舟,金伟良,李海波等,海洋导管架平台抗震可靠性分析方法,海洋学报,1999,5:129~135
[25]蒋仕章,陈国祥,杨秀兰等,有限元法在桶基勘探平台结构静力分析的应用中国,海洋平台,1999,4:11~14
[26]李田,刘西拉,混凝土结构的耐久性设计,土木工程学报,1994,4:47~55
[27]刘西拉,结构工程学科的现状与展望,北京:人民交通出版社,1997,1~29
[28]XilaLiu,Chen,W.F,&Bowman,M.D,Construction Load Analysis for Concrete Structure,Journal of Structural Engineering,1985,5:1019~1036
[29]刘荣浩,跨海大桥施工平台计算机仿真分析,石家庄铁道学院学报,2005,18:49~53
[30]中华人民共和国铁道部,TB10002-2005,铁路桥涵设计基本规范,北京:中国铁道出版社,2005-08-01
[31]中华人民共和国建设部,GB50009-2001,建筑结构荷载规范,北京:中国建筑工业出版社,2002-2-01
[32]中华人民共和国交通部,JTJ213-98,海港水文规范,北京:人民交通出版社,2004-02-01
[33]龚曙光,谢桂兰,ANSYS操作命令与参数化编程,北京,机械工业出版社,2004,176~246
[34]张俊义,桥梁施工常用数据手册,北京,人民交通出版社,2005,571~712
[35]尚晓江,邱峰,赵海峰等,ANSYS结构有限元高级分析方法与范例应用,北京,中国水利水电出版社,2005,1~10,39~329
[36]刘尔烈,有限单元法及程序设计,天津,天津大学出版社,2002,1~4
[37]郝文化,ANSYS土木工程应用实例,北京,中国水利水电出版社,2005,1~12,292~321
[38]刘相新,孟宪颐,ANSYS基础与应用教程,北京,科学出版社,2006,1~9,180~190
[39]中华人民共和国建设部,GB50017-2003,钢结构设计规范,北京:中国计划出版社,2003-10-01
[40]江祖铭,王常礼,墩台与基础,北京,人民交通出版社,646~658,740~749
[41]中华人民共和国交通部,JTGD63-2007,公路桥涵地基与基础设计规范,北京:人民交通出版社,2007-11-01
[42]马海君,宛坪高速公路重阳水库钢管桩支撑式水上施工平台技术研究,甘肃科技,2007,8:144~146
[43]刘永策,深水墩施工平台结构分析及其施工技术研究:[硕士学位论文],湖南;湖南大学,2004
[44]郭应征,李兆霞,应用力学基础,北京,高等教育出版社,2000,67~84,130~140
[45]毕继红,王晖,工程弹塑性力学,天津,天津大学出版社,2003,37~50
[46]韩林海,钢管混凝土结构,北京,科学出版社,2000,1~8
[2]张鸿,刘先鹏,特大型桥梁深水高桩承台基础施工技术,北京:中国建筑工业出版社,2005,43~66
[3]方卫东,刘远平,李洪乾,鄂黄长江公路大桥主塔墩,公路实践,2001,8:51~55
[4]郭波,吴建华,王志仁等,佛开高速公路九江大桥大直径钻孔桩施工,广东公路交通,1995,4:47~54
[5]涂萍,李学文,洞庭湖大桥主塔基础施工平台的设计与施工,国外公路,1999,3:48~52
[6]肖佳鹏,武汉白沙洲大桥南岸水中墩基础施工,桥梁建设,1999,2:55~57
[7]解玉洋,利津黄河公路大桥超长细桩的施工,山东交通科技,2000,2:7~15
[8]李绍衡,刘展瑞,尖山跨海大桥施工简介,广西交通科技,1998,4:31~35
[9]于华,梁德礼,韩玉,蚌埠市朝阳淮河公路桥水中大直径桩基施工技术及工艺,华东公路,2001,4:53~56
[10]吴群慧,京九铁路泰和赣江特大桥主桥施工简介,铁道勘测与设计,1994,3:18~23
[11]顾元威,于吉太,女姑山跨海桥基施工用钢平台设计,探矿工程,1998,1:33~35
[12]胡俊仁,孔科义,獭溪河铁路桥基深水大口径灌注桩及承台施工经验,地质与勘探,1995,3:55~57
[13]吴日增,深水大直径钻孔固定平台的设计与施工,太原重型机械学院学报,2000,3:250~253
[14]连泽平,芜湖长江大桥深水施工平台设计施工,桥梁建设,2000,2:47~50
[15]张有光,彭俊聪,陈德权等,联网式施工平台在深水无覆盖层岩面桩基施工中的应用,中南公路工程,1999,4:31~32
[16]杨桂通,土动力学,北京:
[17]Liaw C-Y,Chopra AK,Dynamics of towers surrounded by water,J.Ear- -thquake Engng.Stryct.Dynamics,1974,47~48
[18]房营光,孙均,平台-群桩-水流-土体系统的地震反应分析,土木工程学报,1998,5:56~63
[19]Hellan,et al:"Use of nonlinear pushover analysis in ultimate limit state design and integrity assessment of jacket structures",Safety&Reliability,OMAE,1994,2: 323~345
[20]Sigurdsson,et al:"Probabilistic collapse analysis of jackets",Structural Safety,1994,6:535~543
[21]Tang,W.H,et al:"Casestudyofoffshorepilesystemreliability",DTC,1993, 3:677~686
[22]Langer,H.van,et al:"Integrated foundation and structural reliability analysis of a Nofth Sea structure",OTC,1995,l:809~820
[23]金伟良,庄一舟,邹道勤,具有结构-桩-土相互作用的海洋平台结构体系承载能力的概率分析,海洋工程,1998,1,1~11
[24]庄一舟,金伟良,李海波等,海洋导管架平台抗震可靠性分析方法,海洋学报,1999,5:129~135
[25]蒋仕章,陈国祥,杨秀兰等,有限元法在桶基勘探平台结构静力分析的应用中国,海洋平台,1999,4:11~14
[26]李田,刘西拉,混凝土结构的耐久性设计,土木工程学报,1994,4:47~55
[27]刘西拉,结构工程学科的现状与展望,北京:人民交通出版社,1997,1~29
[28]XilaLiu,Chen,W.F,&Bowman,M.D,Construction Load Analysis for Concrete Structure,Journal of Structural Engineering,1985,5:1019~1036
[29]刘荣浩,跨海大桥施工平台计算机仿真分析,石家庄铁道学院学报,2005,18:49~53
[30]中华人民共和国铁道部,TB10002-2005,铁路桥涵设计基本规范,北京:中国铁道出版社,2005-08-01
[31]中华人民共和国建设部,GB50009-2001,建筑结构荷载规范,北京:中国建筑工业出版社,2002-2-01
[32]中华人民共和国交通部,JTJ213-98,海港水文规范,北京:人民交通出版社,2004-02-01
[33]龚曙光,谢桂兰,ANSYS操作命令与参数化编程,北京,机械工业出版社,2004,176~246
[34]张俊义,桥梁施工常用数据手册,北京,人民交通出版社,2005,571~712
[35]尚晓江,邱峰,赵海峰等,ANSYS结构有限元高级分析方法与范例应用,北京,中国水利水电出版社,2005,1~10,39~329
[36]刘尔烈,有限单元法及程序设计,天津,天津大学出版社,2002,1~4
[37]郝文化,ANSYS土木工程应用实例,北京,中国水利水电出版社,2005,1~12,292~321
[38]刘相新,孟宪颐,ANSYS基础与应用教程,北京,科学出版社,2006,1~9,180~190
[39]中华人民共和国建设部,GB50017-2003,钢结构设计规范,北京:中国计划出版社,2003-10-01
[40]江祖铭,王常礼,墩台与基础,北京,人民交通出版社,646~658,740~749
[41]中华人民共和国交通部,JTGD63-2007,公路桥涵地基与基础设计规范,北京:人民交通出版社,2007-11-01
[42]马海君,宛坪高速公路重阳水库钢管桩支撑式水上施工平台技术研究,甘肃科技,2007,8:144~146
[43]刘永策,深水墩施工平台结构分析及其施工技术研究:[硕士学位论文],湖南;湖南大学,2004
[44]郭应征,李兆霞,应用力学基础,北京,高等教育出版社,2000,67~84,130~140
[45]毕继红,王晖,工程弹塑性力学,天津,天津大学出版社,2003,37~50
[46]韩林海,钢管混凝土结构,北京,科学出版社,2000,1~8