钢结构防火涂料应用的若干前沿问题
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摘要
简要介绍钢结构防火涂料的工作原理及分类,并对钢结构防火涂料应用的若干前沿问题进行探讨,包括非膨胀型防火涂料的破损问题、膨胀型防火涂料的老化问题和膨胀型防火涂料隔热参数的确定问题。
The working principles and classification of fire resistance coating for steel structure are briefly introduced in this paper. Whose several frontier issues are also discussed,including damage problem of non-intumescent coating,ageing problem of intumescent coating and evaluation of thermal conductivity for intumescent coating.
The working principles and classification of fire resistance coating for steel structure are briefly introduced in this paper. Whose several frontier issues are also discussed,including damage problem of non-intumescent coating,ageing problem of intumescent coating and evaluation of thermal conductivity for intumescent coating.
引文
[1] GB14907-2002 钢结构防火涂料[S].
[2] 冯俊峰.钢结构防火涂料的研究现状和发展趋势[C]//第一届全国防火涂料学术与技术研讨会.上海:2007:3-7.
[3] Tomecek D V,Milke J A.AStudy of the Effect of Partial Loss of Protection on the Fire Resistance of Steel Columns[J].Fire Technology,1993,29(1):4-21.
[4] Ryder N L.Wolin S D,Milke J A.An Investigation of the Reductionin Fire Resistance of Steel Columns Caused by Loss of Spray-Applied Fire Protection[J].Journal of Fire Protection Engineering,2002,12(1):31-44.
[5] Milke J A,Analysis of the I mpact of Loss of Spray-AppliedFire Protection on the Fire Resistance of Steel Columns[C]//Davies D Evans Fire Safety Science Proceedings of the Seventh International Symposium.Worcester,USA:2003.
[6] Fontana M,Knobloch M.Fire Resistance of Steel Columns with Partial Loss of Fire Protection[C]//Proceedings of the I ABSE Symposium Shanghai2004Metropolitan Habitats and Infrastructure I ABSE Report.Shanghai:2004.
[7] Knobloch M,Raveglia E,Fontana M.Partial Loss of Fire Pro-tection and Structural Collapse of High-Rise Buildings[C]//International Congress Fire Safety in Tall Buildings.Santand-er,Spain:University of Cantabria,2006.
[8] 王佳.防火保护局部破损钢构件抗火性能研究[D].上海:同济大学,2006.
[9] 王卫永.地震下钢柱上防火涂料破损机理及破损对抗火性能的影响[D].上海:同济大学,2008.
[10] 程海丽.钢结构防火涂料的耐久性问题[J].装饰装修材料,2003(9):1-2.
[11] Sakumoto By Y,Nagata J,Kodaira A,et al.Durability Evalu-ation of Intumescent Coating for Steel Frames[J].Journal of Materials in Civil Engineering,2001(8):274-281.
[12] Rudy Leber.实验室老化设备[J].环境技术,2002(1):9-16.
[13] Matt Mcgreer.气候及老化之因素[J].环境技术,2001(6):12-23.
[14] CECS200∶2006 建筑钢结构防火技术规范[S].
[15] Barthol mai M,Schriever R.Influence of External Heat Flux and Coating Thickness on the Thermal Insulation Properties of Two Different Intumescent Coatings Using Cone Calori me-ter and Numerical Analysis[J].Fire and Materials,2003,27:151-162.
[16] Barthol mai M,Schartel B.Assessing the Performance of In-tumescent Coatings Using Bench-Scaled Cone Calori meter and Finite Difference Si mulations[J].Fire and Materials,2007,31:187-205.
[17] Wang Y C,Gulf Goransson.A Model for Prediction of Tem-perature in Steel Structure Protected by Intumescent Coating Based on Tests in the Cone Calori meter[C]//Fire Safety Sci-ence Proceedings of the EighthInternational Symposium,235-246.
[18] 蒋首超,徐小洋,赵蕾,等.钢结构防火涂料等效热传导系数的确定[J].四川建筑科学研究,2004(9):114-116.
[2] 冯俊峰.钢结构防火涂料的研究现状和发展趋势[C]//第一届全国防火涂料学术与技术研讨会.上海:2007:3-7.
[3] Tomecek D V,Milke J A.AStudy of the Effect of Partial Loss of Protection on the Fire Resistance of Steel Columns[J].Fire Technology,1993,29(1):4-21.
[4] Ryder N L.Wolin S D,Milke J A.An Investigation of the Reductionin Fire Resistance of Steel Columns Caused by Loss of Spray-Applied Fire Protection[J].Journal of Fire Protection Engineering,2002,12(1):31-44.
[5] Milke J A,Analysis of the I mpact of Loss of Spray-AppliedFire Protection on the Fire Resistance of Steel Columns[C]//Davies D Evans Fire Safety Science Proceedings of the Seventh International Symposium.Worcester,USA:2003.
[6] Fontana M,Knobloch M.Fire Resistance of Steel Columns with Partial Loss of Fire Protection[C]//Proceedings of the I ABSE Symposium Shanghai2004Metropolitan Habitats and Infrastructure I ABSE Report.Shanghai:2004.
[7] Knobloch M,Raveglia E,Fontana M.Partial Loss of Fire Pro-tection and Structural Collapse of High-Rise Buildings[C]//International Congress Fire Safety in Tall Buildings.Santand-er,Spain:University of Cantabria,2006.
[8] 王佳.防火保护局部破损钢构件抗火性能研究[D].上海:同济大学,2006.
[9] 王卫永.地震下钢柱上防火涂料破损机理及破损对抗火性能的影响[D].上海:同济大学,2008.
[10] 程海丽.钢结构防火涂料的耐久性问题[J].装饰装修材料,2003(9):1-2.
[11] Sakumoto By Y,Nagata J,Kodaira A,et al.Durability Evalu-ation of Intumescent Coating for Steel Frames[J].Journal of Materials in Civil Engineering,2001(8):274-281.
[12] Rudy Leber.实验室老化设备[J].环境技术,2002(1):9-16.
[13] Matt Mcgreer.气候及老化之因素[J].环境技术,2001(6):12-23.
[14] CECS200∶2006 建筑钢结构防火技术规范[S].
[15] Barthol mai M,Schriever R.Influence of External Heat Flux and Coating Thickness on the Thermal Insulation Properties of Two Different Intumescent Coatings Using Cone Calori me-ter and Numerical Analysis[J].Fire and Materials,2003,27:151-162.
[16] Barthol mai M,Schartel B.Assessing the Performance of In-tumescent Coatings Using Bench-Scaled Cone Calori meter and Finite Difference Si mulations[J].Fire and Materials,2007,31:187-205.
[17] Wang Y C,Gulf Goransson.A Model for Prediction of Tem-perature in Steel Structure Protected by Intumescent Coating Based on Tests in the Cone Calori meter[C]//Fire Safety Sci-ence Proceedings of the EighthInternational Symposium,235-246.
[18] 蒋首超,徐小洋,赵蕾,等.钢结构防火涂料等效热传导系数的确定[J].四川建筑科学研究,2004(9):114-116.
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