TECHNICAL AND ECONOMIC ANALYSIS OF STEEL FIBER FERROCEMENT MORTAR STRENGTHENING METHOD
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摘要: 6组试验结果表明:一般的工业与民用建筑的主体结构主要构件经钢纤维水泥砂浆钢筋网加固后,加固层与原结构能有效地协同工作,构件承载力有大幅度的提高,构件破坏形态向延性破坏发展,裂缝也变得细而密。根据工程案例的实况和备选的改造加固方案,提取了加固层厚度、直接工程费、环保功效等14个技术经济评价指标,运用熵权决策法确定各指标所占的权重,最后模糊综合评判三个设计方案,得出钢纤维水泥砂浆钢筋网加固法是一项技术性能良好、经济支出合理、综合价值占优的加固方法。Abstract: The results of 6 sets of tests showed that the main body structure of primary member in the generalindustrial and civil building after reinforced by steel fiber ferrocement mortar,reinforcement layer and originalstructure could work together effectively,bearing capacity was greatly improved,mode of component failure changedto ductile failure and crack also came to be fine and den. According to the actual conditions of a project and optionaltransformation reinforcement scheme,all together 14 technical and economic indexes,including strengthening layerthickness,direct construction cost and environmental protection effect,etc were selected to determine the weight ofeach index by entropy decision and finally fuzzy comprehensive evaluation was used to judge three design programs,itwas found that steel fiber ferrocement mortar was a strengthening method with good technical performance,reasonableeconomic costs and dominant comprehensive value.
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[2] Swamy A N,Spanos A.Creep Behavior of Ferrrocement Sections[J].Journal of Ferrocement,1985,15(2): 117-129. GB 503672006 混凝土结构加固设计规范[S]. [3] Romualdi J P.Ferrocement for Infrastructure Rehabilitation[J].Concrete Interna-Tional : Design and Construction,1987,99 :24-28. [4] Hoff G C.Use of Steel Fiber Reinforeced Concrete in BridgeDecks and Pavements[J].NSF-STU Seminar on Steel FiberConcrete,1985:67-131. [5] Fwa T F.Paramasivam.Thin Steel Fiber Cement Mortar Overlayfor Concrete Pavement[J].Cement and Concrete Compos,1990,12(3):175-184. [6] Ong K C G,Paramasivam Lim C T E.Flexural Strengthening ofReinforced Concrete Beams Using Ferrocement Laminate[J].Journal of Ferrocement,1992,331-342. [7] Tug ˇ e Sevil,Mehmet Baran,Turhan Bilir,et al.Use of SteelFiber Reinforced Mortar for Seismic Strengthening[J].Construction and Building Materials,2011,25(2):892-899. [8] 卜良桃,罗兴华.钢纤维水泥砂浆与老混凝土双面剪切粘接性能研究[J].工业建筑,2009,39(9):90-94. [9] 卜良桃,彭超,李为.钢纤维水泥砂浆加固钢筋混凝土足尺梁抗弯性能[J].河海大学学报:自然科学版,2010,38 (1):98-103. [10] 卜良桃,曾坚,李为.钢纤维水泥砂浆钢筋网加固RC 梁抗剪试验研究[J].湖南大学学报:自然科学版,2012,39(2):7-11. [11] 卜良桃,李为,彭超.钢纤维水泥砂浆钢筋网加固RC 梁受力性能研究[J].建筑结构,2010,40(5):16-19. [12] 卜良桃,毛海斌.钢纤维水泥砂浆钢筋网加固RC 方柱试验研究[J].沈阳建筑大学学报:自然科学版,2011,27 (3):430-435. [13] Liangtao Bu,Weihua Wu.Technical and Economic Analysis ofPolyvinyl Alcohol Fiber Ferrocement Mortar in ReinforcementProject[A].Advanced Materials Research,2012: 479-481:161-165. [14] GB 5015292 混凝土结构试验方法标准[S]. [15] 中国工程院土木水利与建筑学部.混凝土结构耐久性设计与施工指南[M].北京:中国建筑工业出版社,2004:79. [16] 刘桦,王子全.建筑物补强方法的技术比较与经济分析[J].工业建筑,2007,37(4):88-90,51. [17] 肖盛燮,王平义,吕恩琳.模糊数学在土木与水利工程中的应用[M].北京:人民交通出版社,2004:155-199. [18] 闫文周,顾连胜.熵权决策法在工程评标中的应用[J].西安建筑科技大学学报:自然科学版,2004,36(1):98-100.
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