Fire safety provisions for aged concrete building structures

被引：8

作者：

Wang, Grant ^{[1
]}

Barber, David ^{[1
]}

Johnson, Peter ^{[1
]}

Hui, Man-Cheung ^{[1
]}

机构：

[1] Arup, Melbourne, Vic 3000, Australia

来源：

9TH ASIA-OCEANIA SYMPOSIUM ON FIRE SCIENCE AND TECHNOLOGY | 2013年 / 62卷

关键词：

Aged Concrete; Fire Engineering; Spalling; Service Life; Durability;

D O I：

10.1016/j.proeng.2013.08.108

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This article provides guidance to determine the fire safety provisions for aged concrete building structures which have an age of 50 years and beyond. The ability of the aged concrete structures to resist both structural loadings and the impact of fire needs to be assessed through a combined structural and tire engineering assessment, taking into account the risk of concrete spatting in tire. It is recommended that in order to mitigate the risk of concrete spatting, additional active and/or passive fire protection may be required for the concrete having a tolerable or unacceptable risk of spalling. No additional fire safety measures would be necessary for concrete structures which have an acceptably low risk of concrete spatting occurring. (C) 2013 International Association for Fire Safety Science. Published by Elsevier Ltd. Open access under CC BY-NC-ND license. Selection rind peer-review under responsibility of the Asian-Oceania Association of Eire Science and Technology

引用

页码：629 / 638

页数：10

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