第五章 結論與建議
第二節 建議
立即可行建議 –再養護對聚丙烯纖維自充填混凝土強度恢復之研究 主辦機關:內政部建築研究所
協辦機關:
一般火災的溫度對混凝土內部的影響,通常不會達到本研究所設定之 400℃、600℃及 800℃等高溫,因為尋常的火災可在短時間內被撲滅,此時 高溫火害對混凝土的傷害會只侷限在其表面,高溫尚未進入到混凝土內 部,若能經適當養護,理論上可使混凝土恢復部分或大部分的強度,尤其 聚丙烯纖維的融點大概在 1 百多度,如果火害的溫度未達到纖維的融點,
聚丙烯纖維對自充填混凝土的影響應該還是存在,但其影響的程度為何,
例如混凝土表面層的纖維可能已融解,但內部的纖維尚未融解,此時自充 填混凝土的力學行為值得進一步探討,若能釐清此狀態的力學行為,將有 助於自充填混凝土火害後修復設計的參考。
附錄
附錄二、期中審查會議紀錄
160℃、燃點 590℃,分析纖維融化後造 成之強度下降結果。附錄
附錄 壓強度≧420kgf/cm2 者),可考慮用磨平 方式代替石膏蓋平。
豪吉 試體昇溫及降溫曲線,並與試體中心溫
參考書目
【5】 European Committee, (1995) “ Eurocode 2 : Design of concrete structures - Part 1-2: General rules - Structural fire design,” ENV 1992-1-2.
【6】 Rixom M.R. & Mailvaganan,N.P., (1986), ”Chemical admixtures for concrete”, E,& F.N. Spon,London,2nd edition,p.306.
【7】 Ellingwood, B., and Shaver, J. R., (1980) “ Effects of fire reinforced concrete members,” Journal of the Structural Division, ASCE, Vol. 106, No. ST11, November , pp. 2151-2166.
【8】 Lie, T. T., and Barbaros, C., (1991). “ Method to calculate the fire resistance of circular reinforced concrete columns,” ACI Materials Journal, Vol. 88, No.
1, January-February, pp.84-91.
【9】 Kosmas, K. S., “Mechanical characteristics of self-consolidating concretes exposed to elevated temperatures,” Journal of Materials in Civil Engineering, ASCE, Vol. 19, No. 8, August 2007, pp. 648-654.
【10】 Fares, H., Noumowe, A., Remond.,S.,“Self-consolidating concrete subjected to high temperature Mechanical and physicochemical properties,” Cement and Concrete Research, Vol. 39, 2009, pp.1230-1238.
【11】 Anagnostopoulos,N., Sideris, K.K.,Georgiadis,A., “Mechanical
characteristics of self-compacting concretes with different filler materials, exposed to elevated temperature ,”Materials and Structures, Vol. 42, 2009, pp.1393-1405.
【12】 羅國倫,「火害後自充填混凝土複合纖維圍束補強之研究」,國 立交通大 學土木工程研究所碩士論文,2002。
【13】 李其忠,「鋼骨鋼筋混凝土構造火害後材料性質之研究-以自充填混凝土 為例(3/5)」,內政部建築研究所研究報告,2010。
【14】 Kalifa, P., Chéné, G. , and Gallé, C., “High- temperature behaviour of HPC with polypropylene fibres from spalling to microstructure, ” Cement and Concrete Research, Vol. 31, No. 10, 2001, pp. 1487-1499.
【15】 Bangi, M. R. , and Horiguchi, T., “Pore pressure development in hybrid fibre- reinforced high strength concrete at elevated temperatures, ” Cement and Concrete Research, Vol. 41, 2011, pp. 1150-1156.
【16】 Zeiml, M. , Leithner, D. ,Lackner, R. and Mang H.A. , “How do
polypropylene fibers improve the spalling behavior of in-situ concrete, ” Cement and Concrete Research, Vol. 36, 2006, pp. 929-942.
【17】 Xiao, J. and Falkner, H. , “On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures, ”
Fire Safety Journal, Vol. 41, No. 2, 2006, pp. 115-121.
【18】 Khoury , G. A. and Willoughby, B. ,”Polypropylene fibres in heated concrete.
Part 1: Molecular structure and materials behaviour ,” Magazine of Concrete Research, Vol. 60, No. 2, 2008, pp.125-136.
【19】 Khoury , G. A. ,”Polypropylene fibres in heated concrete. Part 2: Pressure relief mechanisms and modeling criteria ,” Magazine of Concrete Research, Vol. 60, No. 3, 2008, pp.189-204.
【20】 Chen, B. and Liu, J. , “Residual strength of hybrid-fiber- reinforced high-strength concrete after exposure to high temperatures, ” Cement and Concrete Research, Vol. 34, 2004, pp. 1065-1069.
【21】 Behnood, A. and Ghandehari, M. , “Comparison of compressive and splitting tensile strength of high-strength concrete with and without
polypropylene fibers heated to high temperatures, ” Fire Safety Journal, Vol.
44, No. 2, 2009, pp. 1015-1022.
【22】 Xiao, J. and Falkner, H. , “On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures, ” Fire Safety Journal, Vol. 41, No. 2, 2006, pp. 115-121.
【23】 Poon, C.S. ,Shui, Z.H. and Lam, L. , “Compressive behavior of fiber reinforced high-performance concrete subjected to elevated temperatures, ” Cement and Concrete Research, Vol. 34, 2004, pp. 2215-2222.
【24】 Persson,B.,“ Fire resistance of self-compacting concrete,SCC, ” Materials and Sturctures, Vol. 37, November 2004, pp. 575-584.
【25】 Noumowe, A.; Carre, H.; Daoud, A. ;and Toutanji, H.,”High-strength self-compacting concrete exposed to fire test,”Journal of Materials in Civil Engineering, ASCE, Vol. 18, No.6, December 2006, pp.754-758.
【26】 CNS 12514,「建築物構造部分耐火試驗法」,中華民國國家標準,經濟 部標準檢驗局,2010。
【27】 ASTM E119, “Standard Tests Methods for Fire Tests of Buildings Construction and Materials,” ASTM, 2008.
【28】 林銅柱、沈得縣,「高性能混凝土耐火性能之探討」,內政部建築研究所 籌備處專題研究計畫成果報告,MOIS-840007,1995。