核电厂先进建造技术的应用研究
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摘要
研究了核电厂先进建造技术的现状;结合工程实际,分析了核电厂基坑负挖的爆破施工技术、筏基大体积混凝土一次性整体浇注、钢板混凝土结构、开顶法施工技术、先进焊接技术、现代建筑工程材料、预制造-预组装-模块化(PPM)技术等的主要特点和对工程建造的影响;归纳了核电厂先进建造技术发展趋势的主要特征。
In this paper,the research is carried out on the advanced techniques for the construction of nuclear power plants.In combination of the actual engineering situation,the main characteristics and impacts of the techniques are analyzed such as the foundation pit excavation by blasting,the once-off complete concrete placement of raft foundation,the steel plate reinforced concrete structure,the open top construction,the advanced welding process,the modern engineering materials,as well as the prefabrication preassembly and modularization.The trends of the advanced construction techniques are also predicted.
In this paper,the research is carried out on the advanced techniques for the construction of nuclear power plants.In combination of the actual engineering situation,the main characteristics and impacts of the techniques are analyzed such as the foundation pit excavation by blasting,the once-off complete concrete placement of raft foundation,the steel plate reinforced concrete structure,the open top construction,the advanced welding process,the modern engineering materials,as well as the prefabrication preassembly and modularization.The trends of the advanced construction techniques are also predicted.
引文
[1]环境保护部(国家核安全局),国家发展和改革委员会,财政部,等.核安全与放射性污染防治“十二五”规划及2020年远景目标[EB/OL].(2012-10-16)[2012-10-30].http://haq.mep.gov.cn/gzdt/201210/t20121016_238421.htm.
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[3]International Energy Agency and the OECD Nuclear Energy Agency(NEA).The energy technology roadmap on nuclear energy[R].2010.
[4]IEA and OECD-NEA.Projected costs of generating electricity[R].2010.
[5]中国科学院武汉岩土力学研究所.核电工程岩体力学特性评价方法及爆破施工安全监控关键技术总报告[R].2007.
[6]张戈平.三门核电站负挖工程爆破施工设计[J].工程爆破,2009,15(1):24-43.ZHANG Ge-ping.Design of negative excavation blasting constructionof Sanmen nuclear power station[J].Engineering Blasting,2009,15(1):24-43.
[7]王照伟.海阳核电站核岛负挖爆破振动监测[J].土工基础,2010,24(6):77-80.WANG Zhao-wei.Blasting vibration monitoring of foundationexcavation for the nuclear island of Haiyang nuclear powerstation[J].Soil Engineering and Foundation,2010,24(6):77-80.
[8]刘维柱,方向,高振儒,等.田湾核电厂负挖爆破地震波衰减参数的回归与分析[J].爆破,2003,20(2):73-76.LIU Wei-zhu,FANG Xiang,GAO Zhen-ru,et al.Regression andanalysis for attenuation parameters of blasting seismic wave innegative digging at Tianwan nuclear power station[J].Blasting,2003,20(2):73-76.
[9]谢冰,李海波,刘亚群,等.宁德核电厂核岛基坑爆破开挖安全控制研究[J].岩石力学与工程学报,2009,28(8):1571-1578.XIE Bing,LI Hai-bo,LIU Ya-qun,et al.Study of safety controlof foundation pit excavation by blasting in Ningde nuclear powerplant[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1571-1578.
[10]完平平.浅谈大体积混凝土测温及温度裂缝的控制[J].四川建材,2009,35(1):69-71.WAN Ping-ping.Measurement of mass concrete temperature andcontrol of temperature cracks[J].Sichuan Building Materials,2009,35(1):69-71.
[11]李慧琴.岭澳二期核岛土建筏基大体积混凝土施工管理[J].武汉大学学报:工学版,2007,40(增刊):12-15.LI Hui-qin.Construction management for mass concrete raftfoundation of Ling-ao phaseⅡnuclear power station project[J].Engineering Journal of Wuhan University,2007,40(Sup.):12-15.
[12]王能,樊波,吴孟庆.三门核电厂汽轮机筏板基础大体积混凝土施工技术[J].科技创新导报,2010(4):56-57.WANG Neng,FAN Bo,WU Meng-qing.Mass concrete constructionof the Sanmen nuclear power plant turbine raft foundation[J].Science and Technology Innovation Herald,2010(4):56-57.
[13]焦志.海阳核电AP1000底板混凝土整体浇筑施工技术[J].山西建筑.2010,36(19):150-152.JIAO Zhi.The floor integral concreting construction technology ofHaiyang nuclear power station AP1000[J].Shanxi Architecture,2010,36(19):150-152.
[14]许超.台山核电厂HRA反应堆厂房筏基大体积混凝土浇筑温控措施[J].混凝土,2010,254(12):114-117.XU Chao.Temperature control measure used in HRA reactorbuilding of Taishan NPP[J].Concrete,2010,254(12):114-117.
[15]Caroline schlaseman.Application of advanced constructiontechnologies to new nuclear power plants[R].2004.
[16]Tokyo electric power company(TEPCO).Improved constructionand project management[EB/OL].(2004-09-30)[2012-10-30].www3.inspi.ufl.edu/ICAPP/plenary/5/Construction-omoto.ppt.
[17]高宁.钢板混凝土结构在AP1000核电站中的应用[C]//核电站新技术交流研讨会论文集.深圳:2010:430-439.
[18]侯春林,潘蓉,赵雷,等.研究分析新版AP1000结构方面重要审评问题[J].电力勘测设计,2012(3):75-80.HOU Chun-lin,PAN Rong,ZhAO Lei,et al.Research on criticalreviews of the new version of the AP1000 structure[J].ElectricPower Survey and Design,2012(3):75-80.
[19]许跃武,高宝宁.AP1000核电机组反应堆压力容器的安装[J].压力容器,2012(1):69-74.XU Yue-wu,GAO Bao-ning.Installation of reactor vessel inAP1000 nuclear unit[J].Pressure Vessle,2012(1):69-74.
[20]赖乾尚,蒋延中.自动带极堆焊机在核电设备制造中的应用[J].电焊机,2009(8):17-22.LAI Qian-shang,JIANG Yan-zhong.Application of strip claddingwelding equipment for the nuclear power equipment manufactured[J].Electric Welding Machine,2009(8):17-22.
[21]TUSEK J,SUBAN M.High-productivity multiple-wire submerged-arc welding and cladding with metal-powder addition,Journal ofMaterials Processing Technology[J].2003,133(1-2):207-213.
[22]SILVA R H G,DUTRA J C,RAUL G J.Scientific and technologicalfundamentals for the development of the controlled short-circuitingMIG/MAG welding process:a review of the literature[J].2009,23(2):141-149.
[23]李焕荣,王鹏,李达然,等.AP1000核电站常规岛高能管道断裂分析[J].电力建设,2011,32(3):88-91.LI Huan-rong,WANG Peng,LI Da-ran,et al.Analysis on High-energy Pipe Rupture in Conventional Island of AP1000 NuclearPower Plant[J].Electric Power Construction,2011,32(3):88-91.
[24]齐永顺,杨玉红.自密实混凝土的研究现状分析及展望[J].混凝土,2007(1):25-28.QI Yong-shun,YANG Yu-hong.The states on research andapplication of self-compacting concrete[J].Concrete,2007(1):25-28.
[25]衡福利,刘天宇.自密实混凝土在秦山核电二期扩建工程的试验与应用[J].施工技术,2009,38(增刊):374-376.HENG Fu-li,LIU Tian-yu.Test and app lication of self-compacting concrete in Qinshan nuclear power station phaseⅡenlarge project[J].Construction Technology,2009,38(Sup.):374-376.
[26]BU J L,JIANG Z Y,JIAO S H.Research on impact behavior ofreactive powder concrete[J].Advanced Materials Research,2010(150-151):779-782.
[27]OECD Nuclear energy agency(NEA).Reduction of capital costs ofnuclear power plants[R].2000.
[28]US DOE.NP2010 nuclear power plant construction infrastructureassessment[R].2005.
[29]刘轶群.AP1000核电机组模块化建造进度控制研究[J].中国电力教育,2012(12):148-153.LIU Yi-qun.The study on AP1000 units modular constructionprogress control[J].China Electric Power Education,2012(12):148-153.
[30]方小朋,沈文荣,孙克彬,等.AP1000核电项目模块化施工建造管理研究[C]//中国核科学技术进展报告(第一卷).2009.
[31]台山核电成功实现国内首次将4D模拟技术应用于核电施工领域[EB/OL].(2012-06-21)[2012-10-30].http://www.cgnpc.com.cn/n2881959/n3065920/n3069980/5918712.html.
[32]WU Y N,LUO W,BIAN Q.The research on performancemanagement for new energy project oriented company based oninformation system in China[J].Renewable and Sustainable EnergyReviews,2012,16(7):4370-4378.
[2]IAEA.Power reactor information system[EB/OL].(2012-06-01)[2012-10-30].http://www.iaea.org/programmes/a2/.
[3]International Energy Agency and the OECD Nuclear Energy Agency(NEA).The energy technology roadmap on nuclear energy[R].2010.
[4]IEA and OECD-NEA.Projected costs of generating electricity[R].2010.
[5]中国科学院武汉岩土力学研究所.核电工程岩体力学特性评价方法及爆破施工安全监控关键技术总报告[R].2007.
[6]张戈平.三门核电站负挖工程爆破施工设计[J].工程爆破,2009,15(1):24-43.ZHANG Ge-ping.Design of negative excavation blasting constructionof Sanmen nuclear power station[J].Engineering Blasting,2009,15(1):24-43.
[7]王照伟.海阳核电站核岛负挖爆破振动监测[J].土工基础,2010,24(6):77-80.WANG Zhao-wei.Blasting vibration monitoring of foundationexcavation for the nuclear island of Haiyang nuclear powerstation[J].Soil Engineering and Foundation,2010,24(6):77-80.
[8]刘维柱,方向,高振儒,等.田湾核电厂负挖爆破地震波衰减参数的回归与分析[J].爆破,2003,20(2):73-76.LIU Wei-zhu,FANG Xiang,GAO Zhen-ru,et al.Regression andanalysis for attenuation parameters of blasting seismic wave innegative digging at Tianwan nuclear power station[J].Blasting,2003,20(2):73-76.
[9]谢冰,李海波,刘亚群,等.宁德核电厂核岛基坑爆破开挖安全控制研究[J].岩石力学与工程学报,2009,28(8):1571-1578.XIE Bing,LI Hai-bo,LIU Ya-qun,et al.Study of safety controlof foundation pit excavation by blasting in Ningde nuclear powerplant[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1571-1578.
[10]完平平.浅谈大体积混凝土测温及温度裂缝的控制[J].四川建材,2009,35(1):69-71.WAN Ping-ping.Measurement of mass concrete temperature andcontrol of temperature cracks[J].Sichuan Building Materials,2009,35(1):69-71.
[11]李慧琴.岭澳二期核岛土建筏基大体积混凝土施工管理[J].武汉大学学报:工学版,2007,40(增刊):12-15.LI Hui-qin.Construction management for mass concrete raftfoundation of Ling-ao phaseⅡnuclear power station project[J].Engineering Journal of Wuhan University,2007,40(Sup.):12-15.
[12]王能,樊波,吴孟庆.三门核电厂汽轮机筏板基础大体积混凝土施工技术[J].科技创新导报,2010(4):56-57.WANG Neng,FAN Bo,WU Meng-qing.Mass concrete constructionof the Sanmen nuclear power plant turbine raft foundation[J].Science and Technology Innovation Herald,2010(4):56-57.
[13]焦志.海阳核电AP1000底板混凝土整体浇筑施工技术[J].山西建筑.2010,36(19):150-152.JIAO Zhi.The floor integral concreting construction technology ofHaiyang nuclear power station AP1000[J].Shanxi Architecture,2010,36(19):150-152.
[14]许超.台山核电厂HRA反应堆厂房筏基大体积混凝土浇筑温控措施[J].混凝土,2010,254(12):114-117.XU Chao.Temperature control measure used in HRA reactorbuilding of Taishan NPP[J].Concrete,2010,254(12):114-117.
[15]Caroline schlaseman.Application of advanced constructiontechnologies to new nuclear power plants[R].2004.
[16]Tokyo electric power company(TEPCO).Improved constructionand project management[EB/OL].(2004-09-30)[2012-10-30].www3.inspi.ufl.edu/ICAPP/plenary/5/Construction-omoto.ppt.
[17]高宁.钢板混凝土结构在AP1000核电站中的应用[C]//核电站新技术交流研讨会论文集.深圳:2010:430-439.
[18]侯春林,潘蓉,赵雷,等.研究分析新版AP1000结构方面重要审评问题[J].电力勘测设计,2012(3):75-80.HOU Chun-lin,PAN Rong,ZhAO Lei,et al.Research on criticalreviews of the new version of the AP1000 structure[J].ElectricPower Survey and Design,2012(3):75-80.
[19]许跃武,高宝宁.AP1000核电机组反应堆压力容器的安装[J].压力容器,2012(1):69-74.XU Yue-wu,GAO Bao-ning.Installation of reactor vessel inAP1000 nuclear unit[J].Pressure Vessle,2012(1):69-74.
[20]赖乾尚,蒋延中.自动带极堆焊机在核电设备制造中的应用[J].电焊机,2009(8):17-22.LAI Qian-shang,JIANG Yan-zhong.Application of strip claddingwelding equipment for the nuclear power equipment manufactured[J].Electric Welding Machine,2009(8):17-22.
[21]TUSEK J,SUBAN M.High-productivity multiple-wire submerged-arc welding and cladding with metal-powder addition,Journal ofMaterials Processing Technology[J].2003,133(1-2):207-213.
[22]SILVA R H G,DUTRA J C,RAUL G J.Scientific and technologicalfundamentals for the development of the controlled short-circuitingMIG/MAG welding process:a review of the literature[J].2009,23(2):141-149.
[23]李焕荣,王鹏,李达然,等.AP1000核电站常规岛高能管道断裂分析[J].电力建设,2011,32(3):88-91.LI Huan-rong,WANG Peng,LI Da-ran,et al.Analysis on High-energy Pipe Rupture in Conventional Island of AP1000 NuclearPower Plant[J].Electric Power Construction,2011,32(3):88-91.
[24]齐永顺,杨玉红.自密实混凝土的研究现状分析及展望[J].混凝土,2007(1):25-28.QI Yong-shun,YANG Yu-hong.The states on research andapplication of self-compacting concrete[J].Concrete,2007(1):25-28.
[25]衡福利,刘天宇.自密实混凝土在秦山核电二期扩建工程的试验与应用[J].施工技术,2009,38(增刊):374-376.HENG Fu-li,LIU Tian-yu.Test and app lication of self-compacting concrete in Qinshan nuclear power station phaseⅡenlarge project[J].Construction Technology,2009,38(Sup.):374-376.
[26]BU J L,JIANG Z Y,JIAO S H.Research on impact behavior ofreactive powder concrete[J].Advanced Materials Research,2010(150-151):779-782.
[27]OECD Nuclear energy agency(NEA).Reduction of capital costs ofnuclear power plants[R].2000.
[28]US DOE.NP2010 nuclear power plant construction infrastructureassessment[R].2005.
[29]刘轶群.AP1000核电机组模块化建造进度控制研究[J].中国电力教育,2012(12):148-153.LIU Yi-qun.The study on AP1000 units modular constructionprogress control[J].China Electric Power Education,2012(12):148-153.
[30]方小朋,沈文荣,孙克彬,等.AP1000核电项目模块化施工建造管理研究[C]//中国核科学技术进展报告(第一卷).2009.
[31]台山核电成功实现国内首次将4D模拟技术应用于核电施工领域[EB/OL].(2012-06-21)[2012-10-30].http://www.cgnpc.com.cn/n2881959/n3065920/n3069980/5918712.html.
[32]WU Y N,LUO W,BIAN Q.The research on performancemanagement for new energy project oriented company based oninformation system in China[J].Renewable and Sustainable EnergyReviews,2012,16(7):4370-4378.
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