提高变电站建(构)筑物使用寿命措施
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摘要
针对我国变电站建(构)筑物使用寿命短的问题,根据使用寿命的涵义及设计使用寿命与使用寿命的关系,结合我国规范和工程实践经验,从结构可靠度、耐久性、抵抗偶然事件发生的整体稳定性、经济性4个方面论述提高变电站建(构)筑物使用寿命的理论及实践措施,对变电站建(构)筑物设计有一定的指导意义。
In view of the short service life of the substation building(structure) in China,based on the meaning of the service life and the relationship between the designed working life and the actual service life,and considering China’s building code and engineering practice,this paper discusses the theoretical and practical measures to improve the service life of substation building and structure in terms of the structural reliability,durability,the overall stability against accidents as well as economical efficiency.The paper provides some meaningful guide lines to the design of substation building(structure) and special structures.
In view of the short service life of the substation building(structure) in China,based on the meaning of the service life and the relationship between the designed working life and the actual service life,and considering China’s building code and engineering practice,this paper discusses the theoretical and practical measures to improve the service life of substation building and structure in terms of the structural reliability,durability,the overall stability against accidents as well as economical efficiency.The paper provides some meaningful guide lines to the design of substation building(structure) and special structures.
引文
[1]胡琦忠.工程结构全寿命周期设计理论的核心指标研究[M].杭州:浙江大学出版社,2010:1-20.
[2]赵平,马重阳.延长建筑物使用寿命的风险分析[J].工业技术经济,2007(26):53-55.ZHAO Ping,MA Chong-yang.Rise analysis to extend the use life of building[J].Industrial Technology&Economy,2007(26):53-55(in Chinese).
[3]金伟良,钟小平,胡琦忠.可持续发展工程结构全寿命周期设计理论体系研究[J].防灾减灾工程学报,2010(30):401-406.JIN Wei-liang,ZHONG Xiao-ping,HU Qi-zhong.Life-cycle design theory system of sustainable development engineering structures[J].Journal of Disaster Prevention and Mitigation Engineering,2010(30):401-406(in Chinese).
[4]中华人民共和国建设部.GB50068-2001建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社,2001.
[5]安来,陈才堡.结构设计使用年限与结构施工图设计[J].建筑结构,2006,36(1):28-36.AN Lai,CHEN Cai-bao.Structural design working life and structural construction documents design[J].Building Structure,2006,36(1):28-36(in Chinese).
[6]陈健.可持续发展观下的建筑寿命研究[M].天津:天津大学,2007:1-13.
[7]刘天波,刘荣华.混凝土结构耐久性若干问题的探讨[J].国外建材科技,2004,25(6):100-102.LIU Tian-bo,LIU Rong-hua.Some issues on the durability of concrete structures[J].Science and Technology of Overseas Building Materials,2004,25(6):100-102(in Chinese).
[8]袁贤讯,潘芹.设计基准期、设计工作寿命及重要性系数间的关系[J].建筑结构,2005,35(10):17-20.YUAN Xian-xun,PAN Qin.Relationship of design reference period,design working life and important coefficient[J].Building Structure,2005,35(10):17-20(in Chinese).
[9]侯钢领,欧进萍.建筑结构活荷载标准与灾害荷载设防水平—使用年限的影响[J].自然灾害学报,2005,14(3):124-129.HOU Gang-ling,OU Jin-ping.Live load criterion and disaster load fortification level of structures:influence of working life[J].Journal of Natural Disasters,2005,14(3):124-129(in Chinese).
[10]中华人民共和国住房和城乡建设部.GB50153-2008工程结构可靠性设计统一标准[S].北京:中国建筑工业出版社,2008.
[11]中华人民共和国住房和城乡建设部.GB50009-2012建筑结构荷载规范[S].北京:中国建筑工业出版社,2012.
[12]邸小坛,李明,孟玉洁.混凝土结构耐久性设计规范简介[J].建筑科学,2011(27):57-58.DI Xiao-tan,LI Ming,MENG Yu-jie.Introduce to code for durability design of concrete structures[J].Building Science,2011(27):57-58(in Chinese).
[13]中国土木工程学会.全国高强与高性能混凝土及其应用专题研讨论文集[M].杭州:浙江大学出版社,2005.
[14]陈肇元.结构设计规范应确保工程合理使用寿命要求[J].建筑结构,2008,38(3):124-128.CHEN Zhao-yuan.Code provisions for structural design shall ensure the adequate service life of buildings[J].Building Structure,2008,38(3):124-128(in Chinese).
[15]陈肇元.混凝土结构的耐久性设计方法[J].建筑技术,2003(5):328-333.CHEN Zhao-yuan.Durability design of concrete structures[J].Architecture Technology,2003(5):328-333(in Chinese).
[16]中华人民共和国住房和城乡建设部.GB50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2010.
[17]谢华飞.地震灾害对电网的损毁性评估技术研究[M].杭州:浙江大学,2011.
[18]方文弟.“5.12”汶川特大地震对四川电力系统的影响及应对措施调查[J].四川水力发电,2009,28(3):135-141.FANG Wen-di.“5.12”Wenchuan earthquake in Sichuan electric system and countermeasures survey[J].Sichuan Water Power,2009,28(3):135-141(in Chinese).
[19]毋剑平.考虑结构设计使用年限的抗震功能设计[M].北京:中国建筑科学研究院工程抗震研究所,2003.
[20]史立刚.可持续建筑的全寿命周期评价策略研究[J].低温建筑技术,2003(5):96-97.SHI Li-gang.Research on life cycle assessment strategy of sustainable building[J].Low Temperature Architecture Technology,2003(5):96-97(in Chinese).
[21]吴江.全寿命周期管理理论在变电站设计过程中的应用研究[M].北京:华北电力大学,2010.
[2]赵平,马重阳.延长建筑物使用寿命的风险分析[J].工业技术经济,2007(26):53-55.ZHAO Ping,MA Chong-yang.Rise analysis to extend the use life of building[J].Industrial Technology&Economy,2007(26):53-55(in Chinese).
[3]金伟良,钟小平,胡琦忠.可持续发展工程结构全寿命周期设计理论体系研究[J].防灾减灾工程学报,2010(30):401-406.JIN Wei-liang,ZHONG Xiao-ping,HU Qi-zhong.Life-cycle design theory system of sustainable development engineering structures[J].Journal of Disaster Prevention and Mitigation Engineering,2010(30):401-406(in Chinese).
[4]中华人民共和国建设部.GB50068-2001建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社,2001.
[5]安来,陈才堡.结构设计使用年限与结构施工图设计[J].建筑结构,2006,36(1):28-36.AN Lai,CHEN Cai-bao.Structural design working life and structural construction documents design[J].Building Structure,2006,36(1):28-36(in Chinese).
[6]陈健.可持续发展观下的建筑寿命研究[M].天津:天津大学,2007:1-13.
[7]刘天波,刘荣华.混凝土结构耐久性若干问题的探讨[J].国外建材科技,2004,25(6):100-102.LIU Tian-bo,LIU Rong-hua.Some issues on the durability of concrete structures[J].Science and Technology of Overseas Building Materials,2004,25(6):100-102(in Chinese).
[8]袁贤讯,潘芹.设计基准期、设计工作寿命及重要性系数间的关系[J].建筑结构,2005,35(10):17-20.YUAN Xian-xun,PAN Qin.Relationship of design reference period,design working life and important coefficient[J].Building Structure,2005,35(10):17-20(in Chinese).
[9]侯钢领,欧进萍.建筑结构活荷载标准与灾害荷载设防水平—使用年限的影响[J].自然灾害学报,2005,14(3):124-129.HOU Gang-ling,OU Jin-ping.Live load criterion and disaster load fortification level of structures:influence of working life[J].Journal of Natural Disasters,2005,14(3):124-129(in Chinese).
[10]中华人民共和国住房和城乡建设部.GB50153-2008工程结构可靠性设计统一标准[S].北京:中国建筑工业出版社,2008.
[11]中华人民共和国住房和城乡建设部.GB50009-2012建筑结构荷载规范[S].北京:中国建筑工业出版社,2012.
[12]邸小坛,李明,孟玉洁.混凝土结构耐久性设计规范简介[J].建筑科学,2011(27):57-58.DI Xiao-tan,LI Ming,MENG Yu-jie.Introduce to code for durability design of concrete structures[J].Building Science,2011(27):57-58(in Chinese).
[13]中国土木工程学会.全国高强与高性能混凝土及其应用专题研讨论文集[M].杭州:浙江大学出版社,2005.
[14]陈肇元.结构设计规范应确保工程合理使用寿命要求[J].建筑结构,2008,38(3):124-128.CHEN Zhao-yuan.Code provisions for structural design shall ensure the adequate service life of buildings[J].Building Structure,2008,38(3):124-128(in Chinese).
[15]陈肇元.混凝土结构的耐久性设计方法[J].建筑技术,2003(5):328-333.CHEN Zhao-yuan.Durability design of concrete structures[J].Architecture Technology,2003(5):328-333(in Chinese).
[16]中华人民共和国住房和城乡建设部.GB50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2010.
[17]谢华飞.地震灾害对电网的损毁性评估技术研究[M].杭州:浙江大学,2011.
[18]方文弟.“5.12”汶川特大地震对四川电力系统的影响及应对措施调查[J].四川水力发电,2009,28(3):135-141.FANG Wen-di.“5.12”Wenchuan earthquake in Sichuan electric system and countermeasures survey[J].Sichuan Water Power,2009,28(3):135-141(in Chinese).
[19]毋剑平.考虑结构设计使用年限的抗震功能设计[M].北京:中国建筑科学研究院工程抗震研究所,2003.
[20]史立刚.可持续建筑的全寿命周期评价策略研究[J].低温建筑技术,2003(5):96-97.SHI Li-gang.Research on life cycle assessment strategy of sustainable building[J].Low Temperature Architecture Technology,2003(5):96-97(in Chinese).
[21]吴江.全寿命周期管理理论在变电站设计过程中的应用研究[M].北京:华北电力大学,2010.
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