机械振动技术工程应用研究进展
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摘要
机械振动工程应用技术属于一项多学科交叉、联合的综合技术已伸入土木工程的很多方面,其工程应用的效应、前景日益倍受学术界和工程领域的关注。经过近百年的发展历史,机械振动工程应用技术目前已经成熟且形成颇具自身特色的工程技术理论体系。以机械振动技术工程应用的若干范例为依托,详细介绍了机械振动技术工程应用的进展及其现状,并初步归纳了其工程应用研究的关键技术理论及进一步研究的关键科学问题。
Mechanical vibration technology in engineering application(MVTEA) belongs to a comprehensive technology of multi-discipline,which has stretched to many fields in civil engineering.Its effects and prospects have increasingly caught many scholars′ attentions in academic and engineering fields.Through near a hundred years,MVTEA has ripened and formed a technological and theoretical system of itself characteristic.MVTEA includes some typical vibration technologies,such as technology of vibration compacting foundation,technology of vibration compacting in pouring concrete engineering,technology of vibration driving pile,vibrofloatation,block vibration molding technology,technology of percussion drilling,and dynamic test technology.According to the properties of the typical vibration technologiest,he progresses and present situations of MVTEA are introduced in detail.The key theories and technologies of MVTEA are preliminarily summed up and some critical scientific problems for further research are presented.
Mechanical vibration technology in engineering application(MVTEA) belongs to a comprehensive technology of multi-discipline,which has stretched to many fields in civil engineering.Its effects and prospects have increasingly caught many scholars′ attentions in academic and engineering fields.Through near a hundred years,MVTEA has ripened and formed a technological and theoretical system of itself characteristic.MVTEA includes some typical vibration technologies,such as technology of vibration compacting foundation,technology of vibration compacting in pouring concrete engineering,technology of vibration driving pile,vibrofloatation,block vibration molding technology,technology of percussion drilling,and dynamic test technology.According to the properties of the typical vibration technologiest,he progresses and present situations of MVTEA are introduced in detail.The key theories and technologies of MVTEA are preliminarily summed up and some critical scientific problems for further research are presented.
引文
[1]孙更生,正大同.软土地基与地下工程[M].北京:中国建筑工业出版社,1984.(Sun Gengsheng,Zheng Datong.Soft Soil Foundation and Underground Engineering[M].Beijing:China Architecture and Building Press,1984.(in Chinese))
[2]哈尔滨建筑工程学院,西安冶金建筑学院.混凝土机械和桩工机械[M].北京:中国建筑工业出版社,1980.(Harbin Institute of Civil Engineering.Xi′an Institute of Metallurgy and Construction.Concrete and Driving Pile Machine[M].Beijing:China Architecture and Building Press,1980.(in Chinese))
[3]周萼秋,邓爱民,李万莉.现代工程机械[M].北京:人民交通出版社,2000.(Zhou E′qiu,Deng Aimin,Li Wanli.Modern Construction Machinery[M].Beijing:China Communications Press,2000.(in Chinese))
[4]Tewari,N,Sharma S C.Modern trends in compaction and compacting equipment[J].Indian Highways,1986,(10):5–12.
[5]Muro T,Hoshika Y.Tractive performance and compaction effect of a road roller running on a weak sandy soil[J].Journal of Terramechanics,1995,(5):245–247.
[6]谢爱民.SY8振荡–振动压路机[J].工程机械,1999,(4):1–2.(Xie Aimin.SY8 oscillation-vibrating road roller[J].Construction Machinery and Equipment,1999,(4):1–2.(in Chinese))
[7]龙运佳,王书茂,王聪玲,等.混沌压路机[J].建筑机械,1998,(6):18–21.(Long Yunjia,Wang Shumao,Wang Congling,et al.Chaotic vibratory roller[J].Construction Mechanization,1998,(6):18–21.(in Chinese))
[8]万汉驰.复合振动压路机作用原理初探[J].建筑机械,2002,(10):45–50.(Wan Hanchi.Compaction mechanism of reunite vibrating road roller[J].Construction Mechanization,2002,(10):45–50.(in Chinese))
[9]范祯镇,余金松,章隆泉.冲击式压路机[J].建筑机械,2000,(6):45–47.(Fan Zhenzhen,Yu Jinsong,Zhang Longquan.Impact road roller[J].Construction Mechanization,2000,(6):45–47.(in Chinese))
[10]华建民,林文虎,姚刚.大体积混凝土基础施工技术[J].四川建筑,2001,(2):52–54.(Hua Jianmin,Lin Wenhu,Yao Gang.Construction method of mass concrete[J].Sichuan Construction,2001,(2):52–54.(in Chinese))
[11]兰海.内部振动器的现状与发展方向[J].建筑技术开发,1997,(4):45–48.(Lan Hai.Development of internal vibrator[J].Building Technique Development,1997,(4):45–48.(in Chinese))
[12]Nogami T,Ren Fenzhi,Chen Jenwha,et al.Vertical vibration of pile in vibration-induced excess pore pressure field[J].Journal of Geotechnical and Geoenvironmental Engineering,1997,(5):422–429.
[13]蔡绍琚.液压控制式变频变矩高频振动桩锤[J].建筑机械,1998,(12):19–21.(Cai Shaoju.Variable-frequency and variable-eccentric moment high frequency vibration pile hammer by hydraulic controlled[J].Construction Mechanization,1998,(12):19–21.(in Chinese))
[14]张忠海.液压式振动锤发展现状及选型应用[J].建筑机械,2001,(3):39–41.(Zhang Zhonghai.Development of hydraulic vibration driving pile machine[J].Construction Mechanization,2001,(3):39–41.(in Chinese))
[15]严理宽.砌块成型机械生产及应用[M].北京:中国建材工业出版社,1992.(Yan Likuan.Production and Application of Block Molding Machine[M].Beijing:Construction Material Industry Publishing House of China,1992.(in Chinese))
[16]肖永明,刘汉朝,王锐.浅述近代冲击(顿钻)钻井工艺技术[J].盐业史研究,2003,(3):45–49.(Xiao Yongming,Liu Hanchao,Wang Rui.A study of the technique of cable drilling in modern time[J].Salt Industry History,2003,(3):45–49.(in Chinese))
[17]余力,马英明.特殊凿井法在矿井建设中的应用和发展[J].岩土工程学报,1984,(3):1–10.(Yu Li,Ma Yingming.Application and development of special method of shaft sinking for mining construction in China[J].Chinese Journal of Geotechnical Engineering,1984,(3):1–10.(in Chinese))
[18]双凯,钱步仁,喻重山.卷筒式冲击反循环钻机自动钻进的模糊控制[J].探矿工程,2002,(1):34–36.(Shuang Kai,Qian Buren,Yu Chongshan.Fuzzy control of automatic drilling of drum type percussive reverse circulation drilling machine[J].Exploration Engineering,2002,(1):34–36.(in Chinese))
[19]李敏霞,杨泽群,陈建秋.地震模拟振动台技术的开发与应用[J].世界地震工程.1996,(2):49–54.(Li Minxia,Yang Zequn,Chen Jianqiu.Development and applications of technology on seismic[J].World Earthquake Engineering,1996,(2):49–54.(in Chinese))
[20]贺云波,简林柯,林廷圻,等.复合离心机振动台系统的研究现状[J].中国机械工程,1999,(5):576–579.(He Yunbo,Jian Linke,Lin Tingqi,et al.State-of-art of system combining centrifuges with table vibrator[J].China Mechanical Engineering,1999,(5):576–579.(in Chinese))
[21]张之颖,吕西林,陈跃庆,等.粘性土覆盖层下土中超孔隙水压力的动力试验研究[J].岩石力学与工程学报,2003,22(1):131–135.(Zhang Zhiying,Lu Xilin,Chen Yueqing,et al.Experimental study on excess pore water pressure of soils covered by clay layer[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(1):131–135.(in Chinese))
[22]宋天齐,张严.有机玻璃框架隔震模型的振动台试验研究[J].岩石力学与工程学报,2000,19(11):795–798.(Song Tianqi,Zhang Yan.Testing Study on the dynamic characteristics of organic glass model of an earthquake isolation frame[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(11):795–798.(in Chinese))
[23]Midorikawa M,Azuhata T,Ishihara T,et al.Shaking table tests on earthquake response reduction effects of rocking structural systems[A].In:Proc SPIE Int.Soc.Opt.Eng.:Smart Structures and Materials′2003 Damping and Isolation[C].San Diego,CA,USA:SPIE,2003.277–286.
[24]Chung Woojung,Yun Chungbang.Shaking table and pseudo dynamic tests for the evaluation of the seismic performance of base-isolated structures[J].Engineering Structures,1998,21(4):365–379.
[25]凌贤长,王东升.液化场地桩–土–桥梁结构动力相互作用振动台试验研究进展[J].地震工程与工程振动,2002,22(4):53–59.(Ling Xianzhang,Wang Dongsheng.Study on shaking tanke test for seismic interaction on pile-soil-bridge structure in case of soil liquefaction caused by earthquake[J].Earthquake Engineering and Engineering Vibration,2002,22(4):53–59.(in Chinese))
[26]Withrow H.Compaction parameters of roller compacted concrete[A].In:Roller Compacted Concrete II,Proceedings of the Conference[C].New York,USA:ASCE,1988.123–135.
[27]Hope V S,Hiller D M.Prediction of groundbore vibration from percussive piling[J].Canadian Geotechnical Journal,2000,37(3):700–711.
[28]Ramshaw C L,Selby A R,Bettess P.Computed ground waves due to piling[A].In:Proceedings of the 1998 Conference on Geotechnical Earthquake Engineering and Soil Dynamics III.Part 2(of 2)[C].Seattle,WA,USA:Geotechnical Special Publication,1998.1 484–1 495.
[29]秦四成,程悦荪,李忠,等.振动压路机振动轮-土壤系统动力学分析[J].同济大学学报,2001,(9):1 027–1 031.(Qin Sicheng,Cheng Yuesun,Li Zhong,et al.System dynamic analysis of drum-soil in vibratory roller[J].Journal of Tongji University,2001,(9):1 027–1 031.(in Chinese)
[30]田丽梅,杨春红,王国安.国内外振动振荡压路机动力学模型[J].吉林大学学报(工学版),2003,(4):100–103.(Tian Limei,Yang Chunhong,Wang Guo′an.Vibratory and oscillatory roller dynamical model in domestic and abroad[J].Journal of Jilin University(Engineering Science),2003,(4):100–103.(in Chinese)
[31]Singh S,Knoebel R W.Pile driving vibration and nearby power plant structures and equipment[A].In:Proceedings of the 55th Annual Meeting of the American Power Conference[C].Chicago,IL,USA:Proc.Am.Power Conf.,1993.1 126–1 134.
[32]龙云佳,杨勇,王聪玲.基于混沌振动力学的压路机工程[J].中国工程科学,2000,(9):76–79.(Long Yunjia,Yang Yong,Wang Congling.Road roller engineering based on chaotic vibration mechanics[J].Engineering Science,2000,(9):76–79.(in Chinese))
[33]喻重山.浅述钢丝绳式冲击钻机的发展[J].工程机械,2002,(3):30–34.(Yu Chongshan.Analysis of the development of steel cable type impact drill rig[J].Construction Machinery and Equipment,2002,(3):30–34.(in Chinese))
[34]胡均平,李建强.液压振动压桩系统的仿真研究[J].矿冶工程,2003,(1):65–69.(Hu Junping,Li Jianqiang.Simulation of hydraulic vibration pile driving system-a study[J].Mining and Metallurgical Engineering,2003,(1):65–69.(in Chinese))
[35]Campbell D J.Boundary effects in dynamic centrifuge model tests[A].In:Centrifuge 91[C].Rotterdam:A.A.Balkema,1991.441–448.
[36]Lee S N,You B J,Lim M S,et al.Visual measurement of pile penetration and rebound movement using a high-speed line-scan camera[A].In:2002 IEEE Int.Conf.Rob.Autom.[C].Washington,D.C.USA:IEEE,2002.4 307–4 312.
[2]哈尔滨建筑工程学院,西安冶金建筑学院.混凝土机械和桩工机械[M].北京:中国建筑工业出版社,1980.(Harbin Institute of Civil Engineering.Xi′an Institute of Metallurgy and Construction.Concrete and Driving Pile Machine[M].Beijing:China Architecture and Building Press,1980.(in Chinese))
[3]周萼秋,邓爱民,李万莉.现代工程机械[M].北京:人民交通出版社,2000.(Zhou E′qiu,Deng Aimin,Li Wanli.Modern Construction Machinery[M].Beijing:China Communications Press,2000.(in Chinese))
[4]Tewari,N,Sharma S C.Modern trends in compaction and compacting equipment[J].Indian Highways,1986,(10):5–12.
[5]Muro T,Hoshika Y.Tractive performance and compaction effect of a road roller running on a weak sandy soil[J].Journal of Terramechanics,1995,(5):245–247.
[6]谢爱民.SY8振荡–振动压路机[J].工程机械,1999,(4):1–2.(Xie Aimin.SY8 oscillation-vibrating road roller[J].Construction Machinery and Equipment,1999,(4):1–2.(in Chinese))
[7]龙运佳,王书茂,王聪玲,等.混沌压路机[J].建筑机械,1998,(6):18–21.(Long Yunjia,Wang Shumao,Wang Congling,et al.Chaotic vibratory roller[J].Construction Mechanization,1998,(6):18–21.(in Chinese))
[8]万汉驰.复合振动压路机作用原理初探[J].建筑机械,2002,(10):45–50.(Wan Hanchi.Compaction mechanism of reunite vibrating road roller[J].Construction Mechanization,2002,(10):45–50.(in Chinese))
[9]范祯镇,余金松,章隆泉.冲击式压路机[J].建筑机械,2000,(6):45–47.(Fan Zhenzhen,Yu Jinsong,Zhang Longquan.Impact road roller[J].Construction Mechanization,2000,(6):45–47.(in Chinese))
[10]华建民,林文虎,姚刚.大体积混凝土基础施工技术[J].四川建筑,2001,(2):52–54.(Hua Jianmin,Lin Wenhu,Yao Gang.Construction method of mass concrete[J].Sichuan Construction,2001,(2):52–54.(in Chinese))
[11]兰海.内部振动器的现状与发展方向[J].建筑技术开发,1997,(4):45–48.(Lan Hai.Development of internal vibrator[J].Building Technique Development,1997,(4):45–48.(in Chinese))
[12]Nogami T,Ren Fenzhi,Chen Jenwha,et al.Vertical vibration of pile in vibration-induced excess pore pressure field[J].Journal of Geotechnical and Geoenvironmental Engineering,1997,(5):422–429.
[13]蔡绍琚.液压控制式变频变矩高频振动桩锤[J].建筑机械,1998,(12):19–21.(Cai Shaoju.Variable-frequency and variable-eccentric moment high frequency vibration pile hammer by hydraulic controlled[J].Construction Mechanization,1998,(12):19–21.(in Chinese))
[14]张忠海.液压式振动锤发展现状及选型应用[J].建筑机械,2001,(3):39–41.(Zhang Zhonghai.Development of hydraulic vibration driving pile machine[J].Construction Mechanization,2001,(3):39–41.(in Chinese))
[15]严理宽.砌块成型机械生产及应用[M].北京:中国建材工业出版社,1992.(Yan Likuan.Production and Application of Block Molding Machine[M].Beijing:Construction Material Industry Publishing House of China,1992.(in Chinese))
[16]肖永明,刘汉朝,王锐.浅述近代冲击(顿钻)钻井工艺技术[J].盐业史研究,2003,(3):45–49.(Xiao Yongming,Liu Hanchao,Wang Rui.A study of the technique of cable drilling in modern time[J].Salt Industry History,2003,(3):45–49.(in Chinese))
[17]余力,马英明.特殊凿井法在矿井建设中的应用和发展[J].岩土工程学报,1984,(3):1–10.(Yu Li,Ma Yingming.Application and development of special method of shaft sinking for mining construction in China[J].Chinese Journal of Geotechnical Engineering,1984,(3):1–10.(in Chinese))
[18]双凯,钱步仁,喻重山.卷筒式冲击反循环钻机自动钻进的模糊控制[J].探矿工程,2002,(1):34–36.(Shuang Kai,Qian Buren,Yu Chongshan.Fuzzy control of automatic drilling of drum type percussive reverse circulation drilling machine[J].Exploration Engineering,2002,(1):34–36.(in Chinese))
[19]李敏霞,杨泽群,陈建秋.地震模拟振动台技术的开发与应用[J].世界地震工程.1996,(2):49–54.(Li Minxia,Yang Zequn,Chen Jianqiu.Development and applications of technology on seismic[J].World Earthquake Engineering,1996,(2):49–54.(in Chinese))
[20]贺云波,简林柯,林廷圻,等.复合离心机振动台系统的研究现状[J].中国机械工程,1999,(5):576–579.(He Yunbo,Jian Linke,Lin Tingqi,et al.State-of-art of system combining centrifuges with table vibrator[J].China Mechanical Engineering,1999,(5):576–579.(in Chinese))
[21]张之颖,吕西林,陈跃庆,等.粘性土覆盖层下土中超孔隙水压力的动力试验研究[J].岩石力学与工程学报,2003,22(1):131–135.(Zhang Zhiying,Lu Xilin,Chen Yueqing,et al.Experimental study on excess pore water pressure of soils covered by clay layer[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(1):131–135.(in Chinese))
[22]宋天齐,张严.有机玻璃框架隔震模型的振动台试验研究[J].岩石力学与工程学报,2000,19(11):795–798.(Song Tianqi,Zhang Yan.Testing Study on the dynamic characteristics of organic glass model of an earthquake isolation frame[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(11):795–798.(in Chinese))
[23]Midorikawa M,Azuhata T,Ishihara T,et al.Shaking table tests on earthquake response reduction effects of rocking structural systems[A].In:Proc SPIE Int.Soc.Opt.Eng.:Smart Structures and Materials′2003 Damping and Isolation[C].San Diego,CA,USA:SPIE,2003.277–286.
[24]Chung Woojung,Yun Chungbang.Shaking table and pseudo dynamic tests for the evaluation of the seismic performance of base-isolated structures[J].Engineering Structures,1998,21(4):365–379.
[25]凌贤长,王东升.液化场地桩–土–桥梁结构动力相互作用振动台试验研究进展[J].地震工程与工程振动,2002,22(4):53–59.(Ling Xianzhang,Wang Dongsheng.Study on shaking tanke test for seismic interaction on pile-soil-bridge structure in case of soil liquefaction caused by earthquake[J].Earthquake Engineering and Engineering Vibration,2002,22(4):53–59.(in Chinese))
[26]Withrow H.Compaction parameters of roller compacted concrete[A].In:Roller Compacted Concrete II,Proceedings of the Conference[C].New York,USA:ASCE,1988.123–135.
[27]Hope V S,Hiller D M.Prediction of groundbore vibration from percussive piling[J].Canadian Geotechnical Journal,2000,37(3):700–711.
[28]Ramshaw C L,Selby A R,Bettess P.Computed ground waves due to piling[A].In:Proceedings of the 1998 Conference on Geotechnical Earthquake Engineering and Soil Dynamics III.Part 2(of 2)[C].Seattle,WA,USA:Geotechnical Special Publication,1998.1 484–1 495.
[29]秦四成,程悦荪,李忠,等.振动压路机振动轮-土壤系统动力学分析[J].同济大学学报,2001,(9):1 027–1 031.(Qin Sicheng,Cheng Yuesun,Li Zhong,et al.System dynamic analysis of drum-soil in vibratory roller[J].Journal of Tongji University,2001,(9):1 027–1 031.(in Chinese)
[30]田丽梅,杨春红,王国安.国内外振动振荡压路机动力学模型[J].吉林大学学报(工学版),2003,(4):100–103.(Tian Limei,Yang Chunhong,Wang Guo′an.Vibratory and oscillatory roller dynamical model in domestic and abroad[J].Journal of Jilin University(Engineering Science),2003,(4):100–103.(in Chinese)
[31]Singh S,Knoebel R W.Pile driving vibration and nearby power plant structures and equipment[A].In:Proceedings of the 55th Annual Meeting of the American Power Conference[C].Chicago,IL,USA:Proc.Am.Power Conf.,1993.1 126–1 134.
[32]龙云佳,杨勇,王聪玲.基于混沌振动力学的压路机工程[J].中国工程科学,2000,(9):76–79.(Long Yunjia,Yang Yong,Wang Congling.Road roller engineering based on chaotic vibration mechanics[J].Engineering Science,2000,(9):76–79.(in Chinese))
[33]喻重山.浅述钢丝绳式冲击钻机的发展[J].工程机械,2002,(3):30–34.(Yu Chongshan.Analysis of the development of steel cable type impact drill rig[J].Construction Machinery and Equipment,2002,(3):30–34.(in Chinese))
[34]胡均平,李建强.液压振动压桩系统的仿真研究[J].矿冶工程,2003,(1):65–69.(Hu Junping,Li Jianqiang.Simulation of hydraulic vibration pile driving system-a study[J].Mining and Metallurgical Engineering,2003,(1):65–69.(in Chinese))
[35]Campbell D J.Boundary effects in dynamic centrifuge model tests[A].In:Centrifuge 91[C].Rotterdam:A.A.Balkema,1991.441–448.
[36]Lee S N,You B J,Lim M S,et al.Visual measurement of pile penetration and rebound movement using a high-speed line-scan camera[A].In:2002 IEEE Int.Conf.Rob.Autom.[C].Washington,D.C.USA:IEEE,2002.4 307–4 312.
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