用户名: 密码: 验证码:
框架结构的低碳设计
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
近年来国际上出现了越来越多的关于减少温室气体排放量问题的讨论,许多工业国家的建筑行业CO_2排放量占到了36%,降低CO_2排放量已经刻不容缓。许多国家已经对建筑气体排放进行了研究,其中建筑全生命周期评价体系是目前较为普遍使用的建筑环境评价体系。本文将基于此体系中关于建筑材料物化能的分析展开结构设计的讨论。
     狭义物化能的每个建筑活动阶段都与建筑材料的用量有很大关系。从减少建筑材料使用量的角度出发,考虑结构设计。在设计初期达到最少的材料用量,对随后的材料生产、运输等阶段的CO_2排放量是一个巨大的影响。本文所讨论的具体结构设计有:
     (1)采用不同强度的钢筋与混凝土材料,考察其对同一建筑梁、柱、基础材料用量及CO_2排放量情况的影响。
     (2)模拟单层框架,对纵向长度进行均匀划分形成不同数量n的网格。运用规范公式对此结构每种网格的板、梁、柱进行函数推导,寻找n与单位面积钢筋用量的关系及CO_2排放量的变化情况。
     (3)模拟单榀框架在水平荷载作用下的设计,寻找楼层m与单位面积钢筋用量的关系及CO_2排放量的状况。
     (4)计算n与基础内力的函数关系及基础CO_2排放量。
In recent years,more and more topics about reducing greenhouse gas emissionwere discussed on the international. The building could accounts for36%of total CO2emission in many industrial countries. So reducing CO2emission is urgent. Manycountries have studied the building environment, the whole life cycle of buildingevaluation system is one of the common method. This paper will discuss the energyconsumption of materials based on the system.
     The energy consumption of materials in each stage of construction activities hasrelation with the amount of building materials. If decreasing the amount of materialsin the beginning of the structure design, which will influence the CO2emission ineach stage of construction activities. This paper will analyze the design how toreducing the amount, the content including the following:
     (1) Use the different strength of the steel bar and concrete to design the beams,columns and foudations and calculate the CO2emission on the same building.
     (2) Simulate a single layer frame structure to evenly divide the length of thelongitudianal form different number of grid n. Use the standard formula to designplate, beam and column. And adjust the fomula, which contain n. Then find therelationship between n and the dosage of steel per unit area. Finally know the changeof CO2emission.
     (3) Simulate a single layer frame structure to design the element under horizontalload. Find the relationship between storey m and the dosage of steel per unit area andthe change of CO2emission.
     (4) Calculate the function about the n and internal forces of foundation and theCO2emission.
引文
[1]京都议定书,联合国气候变化网要公约(UNFCCC),http://unfccc.int/essential_background/items/2877.php,2010.
    [2]温室气体,经济部能源局能源产业温室气体减量资讯网(台湾),http://verity.erl.itri.org.tw/EIGIC/knowledge_5_detail.aspx?PostID=354,2011.
    [3]哥本哈根协议,联合国气候变化网要公约(UNFCCC),http://unfccc.int/essential_background/items/2877.php,2010.
    [4]Intergovernmental Panel on Climate Change (IPCC). Climate change2001:mitigation, contribution of working group Ш to the third assessment report of theIntergovernmental Panel on Climate Change, United State of America: CambridgeUniversity Press,2001.
    [5]J.Fredrik Karlsson, Bahram Moshfegh, Energy demand and indoor climate in a lowenergy building-changed control strategies and boundary conditions, Energy andBuildings,2006,38(4):315-326.
    [6]J.F.Karlsson, Bahram Moshfegh, A comprehensive investigation of a low-energybuilding in Sweden, Renewable Energy,2007,32(11):1830-1841.
    [7]Brown A.I, Hammond G.P, Jones C.I, and Rogers F.J. Greening the UK buildingstock: Historic trends and low carbon futures1970-2050, Transactions of theCanadian Society for Mechanical Engineering,2009,33(1):89-104.
    [8]A. Fidar, F.A. Memon, D. Butler. Environmental implications of water efficientmicrocomponents in residential buildings, Science of the Total Environment,2010,408(23):5828–5835.
    [9]F.C Sham, T.Y Lo, H.T Lum, Appraisal of alternative building materials forreduction of CO2emissions by case modeling, International Journal ofEnvironmental Research,2011,5(1):93-100.
    [10]P. Rovnanik, B. Teply, P. Rovnanikova, Concrete mix and environmental load inthe context of durability and reliability, CESB07Prague, Proceedings InternationalConference 'Central Europe towards Sustainable Building', Rotterdam Netherlands:In-House Publishing,2007,772-778.
    [11]David J.M. Flower, Jay G. Sanjayan, Green house gas emissions due to concretemanufacture, The International Journal of Life Cycle Assessment,2007,12(5):282-288.
    [12]Leif Gustavsson, Roger Sathre, Variability in energy and carbon dioxide balancesof wood and concrete building materials, Building and Environment,2006,41(7),940-951.
    [13]Andrew H. Buchanan, Brian G. Honey, Energy and carbon dioxide implications ofbuilding construction, Energy and Buildings,1994,20(3):205-217.
    [14]Pooliyadda S.P, Dias W.P.S, The significance of embedded energy for buildings ina tropical country, Structural Engineer,2005,83(31):34-36.
    [15]A. Dimoudia, C. Tompa, Energy and environmental indicators related toconstruction of office buildings, Resources, Conservation and Recycling,2008,53(1-2):86-95.
    [16]B.V. Venkatarama Reddy, K.S Jagadish, Embodied energy of common andalternative building materials and technologies, Energy and Buildings,2003,35(2):129-137.
    [17]Hui Yan, Qiping Shen, Linda C.H. Fan, Yaowu Wang, Lei Zhang, Greenhouse gasemissions in building construction: A case study of One Peking in Hong Kong.Building and Environment,2010,45(4):949-955
    [18]张智元,建筑医学之概念与应用机制研究,博士学位论文,台北台大土木所,2006.
    [19]Catarina Thormark, A low energy building in a life cycle-its embodied energy,energy need for operation and recycling potential, Building and Environment,2002,37(4):429-435.
    [20]Mark Gorgolewski, The implication of reuse and recycling for the design of steelbuildings, Canadian Journal of Civil Engineering,2006,33(4):489-496.
    [21]Li Yunfeng, Recycling of steel slag for energy saving and its application in highperformance conctete, wuhan,2009Asia-Pacific Power and Energy EngineeringConference,2009.
    [22]Wai Kiong Chong, Christopher Hermreck, Modeling the use of transportationenergy for recycling construction steel, Clean Technologies and EnvironmentalPolicy,2011,13(2):317-330.
    [23]J. A. Fava, R. Denison, B. Jones, M. A. Curran, B. W. Vigon, S. Setke, J. Barnum,A technical framework for life cycle assessments, The Society of EnvironmentalToxicology and Chemistry, Pensacola Florida USA,1993.
    [24]Leif Gustavsson, Anna Joelsson, Roger Sathre, Life cycle primary energy use andcarbon emission of an eight-storey wood-framed apartment building, Energy andBuildings,2010,42(2):230-242.
    [25]Ignacio Zabalza Bribián, Alfonso Aranda Usón, Sabina Scarpellini, Life cycleassessment in buildings: State-of-the-art and simplified LCA methodology as acomplement for building certification, Building and Environment,2009,44(12):2510-2520.
    [26]Grace K.C. Ding, Sustainable construction-the role of environmental assessmenttools, Journal of Environmental Management,2008,86(3):451-464.
    [27]Greening the building life cycle: life cycle assessment tools in building andconstruction (building LCA), Australian Government, Department of Environmentand Heritage Project, http://buildlca.rmit.edu.au,2001.
    [28]Liang Liming, The selection of the steel bar for the reinforce concrete structure,Information Technology&Construction and Engineering,2007,35:313-319.
    [29]尹秀琴,李惠强,薄海涛等,钢筋混凝土结构内含环境影响负荷及经济性分析,华中科技大学学报(城市科学版),2010,27(1):13-16.
    [30]Maria Jesus González, Justo Garcia Navarro, Assessment of the decrease of CO2emissions in the construction field through the selection of materials: Practical casestudy of three houses of low environmental impact, Building and Environment,2006,41(7):902-909.
    [31]朱勤,彭希哲,陆志明等,1980-2007年中国居民生活用能碳排放测算与分析,安全与环境学报,2010,10(2):72-76.
    [32]赵平,同继锋,马眷荣,建筑材料环境负荷指标及评价体系的研究,中国建材科技,2004,6:1-7.
    [33]饶坤普,钱觉时,建筑物物化能在我国建筑节能工作中的地位,新型建筑材料,2006,11:38-40.
    [34]K Adalbert, Energy use during the life cycle of single-unit dwellings: examples,Building and Environment,1997,32(4):321-329.
    [35]Raymond J Cole, Energy and greenhouse gas emissions associated with theconstruction of alternative structural systems, Building and Environment,1998,34(3):335-348.
    [36]D. J. Harris, A quantitative approach to the assessment of the environmentalimpact of building materials, Building and Environment,1999,34(6):751-758.
    [37]T. Y Chen, J Burrnett, C. K Chau, Analysis of embodied energy in the residentialbuilding of Hong Kong, Energy,2001,26(4):323-340.
    [38]万振华,郭艳红,李升才,基于全生命周期的建筑节能措施探讨,嘉应学院学报(自然科学),2009,27(6):56-59.
    [39]龚志起.建筑材料生命周期中物化环境状况的定量评价研究,硕士学位论文,清华大学,2004.
    [40]刘猛,姚润明,建筑生命周期环境影响分析通用模型及应用,土木建筑与环境工程,2009,31(3):114-118.
    [41]黄志甲,建筑物能量系统生命周期评价模型与案例研究,博士学位论文,同济大学,2003.
    [42]汪静,中国城市住区生命周期CO2排放量计算与分析,硕士学位论文,清华大学,2009.
    [43]Catalonia institute of construction technology, BEDEC PR/PCT ITEC MaterialsDatabase, http://www.itec.es/nouBedec.e/presentaciobedec.aspx,2009.
    [44]Won-Kee Hong, Jin-Min Kim, Seon-Chee Park, Seung-Geun Lee, Seung-Il Kim,Ki-Joon Yoon, Hee-Cheul Kim, Jeong Tai Kim, A new apartment constructiontechnology with effective CO2emission reduction capabilities, Energy,2010,35(6):2639-2646.
    [45]仲平,建筑生命周期能源消耗及其环境影响研究,硕士学位论文,四川大学,2005.
    [46]Liu Meng, Zhan Xiang, Qian Fa, Calculation model for energy carbon emissionof building material transportation,2010International Conference on E-ProductE-Service and E-Entertainment (ICEEE2010), Henan China,2010.
    [47]国家统计局,中国统计年鉴2007,北京:中国统计出版社,2007.
    [48]Wenfa Hu, Ming Fu. Assessment of carbon dioxide emissions based onconstruction project life cycle, consumer electronics, communications and networks(CECNet),2011International Conference on, Xianning,2011.
    [49]Productivity Commission-Australian Government, Waste management:productivity commission draft report: productivity commission, CanberraAustralian Government,2006.
    [50]Dongwei YU, Hongwei Tan, Yingjun Ruan, A future bamboo-structure residentialbuilding prototype in China: life cycle assessment of energy use and carbonemission, Energy and Buildings,2011,43(10):2638-2646.
    [51]Apanese Government-Ministry of Land Infrastructure and Transport, Japanenvironment white paper, Ministry of Land Infrastructure and Transport, JapaneseGovernment,2006.
    [52]谭泽先,建筑结构含钢量研究,建筑科学,2007,23(9):44-47.
    [53]李兆坚,可再生材料生命周期能耗算法研究,应用基础与工程科学学报,2006,14(1):50-58.
    [54]C. B. M. I. A, China Building Materials Industry Yearbook, Beijing: ChinaBuilding Materials Industry Yearbook Press,2011.
    [55]H.G. Russell, Why use high-performance concrete, Concrete Product,1999:121-122.
    [56]Sahoo, Sunil Kumar, Jena Indubhusan, Study of cost effectiveness in design ofstructures with high performance concrete, M. S. thesis, Department of civilengineering national institute of technology Rourkela India.2008.
    [57]Joreno Moreno, High-Performance concrete: economic considerations, ConcreteInternational,1998,20(3):68-70.
    [58]杜滨,浅谈结构工程造价控制,建设科技,2012,4:80-81.
    [59]陈肇元,高强混凝土在建筑工程中的应用,建筑结构,1994,9,3-12.
    [60]陈传荣,多高层住宅钢筋混凝土结构控制含钢量的措施,硕士学位论文,华南理工大学,2010.
    [61]赵亮,配置不同强度等级钢筋的混凝土框架结构非线性动力反应分析,硕士学位论文,重庆大学,2009.
    [62]中华人民共和国国家标准,混凝土结构设计规范GB50010-2010,北京:中国建筑工业出版社,2010.
    [63]天津市技术质量监督局,天津市地方标准(DB12/046.02-2008)吨钢综合能耗计算方法及限额,天津,2008.
    [64]庞翠娟,水泥工业碳排放影响因素分析及数学建模,硕士学位论文,华南理工大学,2012.
    [65]中华人民共和国行业标准,普通混凝土配合比设计规程JGJ55-2000,北京:中国建筑工业出版社,2001.
    [66]国家统计局,中国统计年鉴2010,北京:中国统计出版社,2010.
    [67]Evangelos Efthymiou, On the sustainable character of structural aluminum,Pollack Periodica,2008,3(1):91-100.
    [68]中国人均住房建筑面积已达30平方米,住建部,http://sz.centanet.com/html/2011-10/2011-10-10-10-49.html,2011.
    [69]赵春斌,冷轧带肋钢筋在工程中的应用,山西建筑,2002,28(12):91-92.
    [70]张炳,侯昶华,土建结构优化设计,上海:同济大学出版社,1998.
    [71]郭鹏飞,韩英仕,结构优化设计,沈阳:东北大学出版社,1995.
    [72]李芳,凌道盛,工程结构优化设计发展综述,工程设计学报,2002,9(5):229-234.
    [73]吴剑国,曹骥,龚铭等,改进的离散复合形法与门式刚架结构优化设计,同济大学学报,2002,30(2):164-168.
    [74]郭鹏飞,韩英仕,魏英姿,混合离散变量结构优化的遗传算法,辽宁工学学报,1997,17(3):1-4.
    [75]孙树立,袁明武,一种高层混凝土建筑结构的优化设计方法,工程力学(增刊),1996,1:558-567.
    [76]Hong Seok Lim, Yong Woo Kim, Man Hoi Koo, Hak In Gimm, Hong Hee Yoo,Two-stage design process of a frame-panel land vehicle structure employingtopology and cross section optimization, Journal of Mechanical Science andTechnology,2010,24(10):1963-1967.
    [77]S. Kravanja, T. Zˇula, Cost optimization of industrial steel building structures,Advances in Engineering Software,2010,41(3):442-450.
    [78]William F. Baker, Lawrence C. Novak, Robert C. Sinn, John R. Vise, Structuraloptimization of2000’Tall7South Dearborn building, Advanced Technology inStructural Engineering,2000,25(3):1-8.
    [79]Luisa María Gil-Martín, Mark Aschheim, Enrique Hernández-Montes, MiguelPasadas-Fernandez, Recent developments in optimal reinforcement of RC beamand column sections, Engineering Structures,2011,33(4):1170-1180.
    [80]Mohsen Kargahi, James C. Anderson, Maged M. Dessouky, Structuraloptimization with Tabu Search, Earth and Space2006-Proceedings of the10thBiennial International Conference on Engineering, Construction, and Operations inChallenging Environments. Houston American,2006.
    [81]S. Pourzeynali, M. Zarif, Multi-objective optimization of seismically isolatedhigh-rise building structures using genetic algorithms, Journal of Sound andVibration,2008,311(3-5):1141-1160.
    [82]Ramana V. Grandhi, Liping Wang, Reliability-based structural optimization usingimproved two-point adaptive nonlinear approximations, Finite Elements inAnalysis and Design,1998,29(1):35-48.
    [83]M. Bruyneel, P. Duysinx, C. Fleury, A family of MMA approximations forstructural optimization, Structural and Multidiscipline Optimization,2002,24(4):263-276.
    [84]Weimin Wang, Radu Zmeureanu, Hugues Rivard, Applying multi-objectivegenetic algorithms in green building design optimization, Building andEnvironment,2005,40(11):1512-1525.
    [85]D. Nha Chu, Y. M. Xie, A. Hira, G. P. Steven, On various aspects of evolutionarystructural optimization for problems with stiffness constraints, Finite Elements inAnalysis and Design,1997,24(4):197-212.
    [86]周敬宜,环境与可持续发展,武汉:华中科技大学出版社,2007.
    [87]沈又幸,刘琳,曾鸣,风电社会效益的评价模型及其应用研究,华东电力,2009,37(5):0852-0855.
    [88]陈建,可持续发展观下的建筑寿命研究,硕士学位论文,天津大学,2007.
    [89]钱令希,工程结构优化设计,北京:水利水电出版社,1983.
    [90]程耿东,工程结构优化设计基础,北京:水利水电出版社,1984.
    [91]Martin P. Bendse, Ole Sigmund, Topology optimization-Theory, Methods andApplications, New York: Springer-Verlag Berlin Heidelberg,2003.
    [92]Arora J.S, Introduction to Optimum Design (second edition), Leiden: ElsevierAcademic Press,2004
    [93]Chang T Y P, Liang J, Chan C M, An Integrated System of Computer AidedDesign for Tall Building, Proceedings of the seventh International Conference ofComputing in Civil and Building Engineering, Seoul Korea,1997.
    [94]中华人民共和国行业标准,混凝土结构荷载规范GB50009-2001,北京:中国建筑工业出版社,2002.
    [95]吕颖,赵永彪,多层框架结构设计,辽宁建材,2005,5:61.
    [96]李传才,向贤华,张欣,混凝土结构单向板与双向板区分界限的研究,土木工程学报,2006,39(3):23-33.
    [97]中华人民共和国行业标准,建筑结构静力计算手册(第二版),北京:中国建筑工业出版社,1998.
    [98]王建成,孙义刚,刘付祥等,钢筋混凝土双向板简化设计方法的合理性探讨,南华大学学报(自然科学版),2005,19(2):111-113.
    [99]长规院,万国才,板中分布钢筋用量问题的探讨,河港工程,1995,1:1-4.
    [100]吴云华,截面设计的几种解法——略谈单筋矩形截面梁正截面承载力计算,长春理工大学学报,2007,2(2):137-138.
    [101]卞正军,单筋矩形截面梁正截面承载力的近似计算,工程结构,2004,24(6):107-109.
    [102]沈蒲生,混凝土结构设计原理,北京:高等教育出版社,2005.
    [103]张庆芳,孟庆峰,对称配筋偏心受压柱判断大小偏心的分歧与解决,建筑结构,2009,39(2):41-42.
    [104]王依群,梁发强,任意形状截面双向偏心受拉构件大小偏心的判别,工程抗震与加固改造,2006,28(6):78-80.
    [105]张英峰,张英义,钢筋混混凝土结构大偏心受压构件截面设计理论中的几个问题,吉林水利,2008,9:20-21.
    [106]王建伟,薛建荣,大偏心受压柱对称与非对称配筋的钢筋用量对比,河南科技大学学报(自然科学版),2006,27(5):58-71.
    [107]童岳生,童燕华,钢筋混凝土小偏心受压构件计算新法——混凝土抗压强度变值法,建筑结构学报,1996,17(4):20-26.
    [108]刘保柱,苏彦华,张宏林,MATLAB7.0从入门到精通,北京:人民邮电出版社,2010.
    [109]卓金武,魏永生,秦健等,MATLAB在数学建模中的应用,北京:北京航空航天大学出版社,2011.
    [110]刘焕进,王辉,李鹏等,MATLAB N个实用技巧:MATLAB中文论坛精华总结,北京:北京航空航天大学出版社,2011.
    [111]王彦杰,杨之俊,高卫刚等,邯钢100t转炉提高煤气回收效率研究与实践,中国冶金,2009,19(6):36-39.
    [112]高莹,唐钢转炉煤气回收系统研究与改进,冶金能源,2010,29(1):20-21.
    [113]M. Djevic, A. Dimitrijevic, Energy consumption for different greenhouseconstructions, Energy,2009,34(9):1325-1331.
    [114]陆铁坚,余志武,高层框架在基础随机位移下的随机振动反应分析,工程抗震,2003,2):22-27.
    [115]戴君,随机参数结构在随机荷载激励下的动力响应分析,工程力学,2002,19(3):64-68.
    [116]陆铁坚,李芳,余志武,高层框架在随机水平荷载下的随机反应分析,铁道科学与工程学报,2004,1(2):92-95.
    [117]李少泉,多高层框架在水平荷载下的近似计算,工业建筑,2000,30(6):42-45.
    [118]李汝庚,李婷,任意水平荷载作用下对称单跨框架和双肢剪力墙的两种解法,工业建筑,1999,29(11):19-23.
    [119]蒋祖荫,水平荷载作用下多层框架的简化计算,浙江大学学报,1985,2(19):92-106.
    [120]翟长海,谢礼立,抗震规范应用强度折减系数的现状及分析,地震工程与工程振动,2006,26(2):1-7.
    [121]申建红,洪文霞,RC框架截面尺寸确定及配筋调整,建筑技术开发,2003,30(6):6.
    [122]王树茂,梁兴文,地震区框架结构合理梁、柱截面尺寸的合理确定,重庆建筑大学学报,1994,16(4):23-34.
    [123]马晓惠,李怀芳,党起,地震作用下框架柱合理断面的探讨,西北建筑工程学院学报,1994,1:10-16.
    [124]韦锋,杨红,白绍良,对我国不同烈度区钢筋混凝土抗震框架现行抗震规定的初步验证,重庆建筑大学学报,2001,23(6):1-9.
    [125]肖建庄,李杰,钢筋混凝土框架柱轴压比限值问题研究,世界地震工程,1998,14(4):17-22.
    [126]许淑芳,姜维山,关于地震区框架柱轴压比限值的讨论,西北建筑科技大学学报,1998,30(2):123-125.
    [127]肖建庄,朱伯龙,钢筋混凝土框架柱轴压比限值试验研究,建筑结构学报,1998,19(5):2-7.
    [128]中华人民共和国行业标准,建筑抗震设计规范GB50011-2010,北京:中国建筑工业出版社,2010.
    [129]Bock and Clark Corporation, Foundation design against progressive collapse ofbuildings, ASCE GeoCongress,2008,947-954.
    [130]Whitlock. A, Moosa. S, Foundation Design Considerations for Construction onMarshlands, Journal of Performance of Constructed Facilities,1996,10(1):15-22.
    [131]卢寿彭,斗轮挖掘机的生产率,工程机械,1980,7:19-24.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700