Fire Safety and Concrete Structures - Febelcem

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This publication is available at : FEBELCEM ‐ Federation of Belgian Cement Industry Rue Volta 8 B‐1050 Brussels phone : 00 32 2 645 52 11 fax : 00 32 2 640 06 70 email address : info@febelcem.be web address : www.febelcem.be The document can be downloaded from www.febelcem.be This publication exists in French, Dutch and English version. The Federation of the Belgian Cement Industry, FEBELCEM, is grateful for the financial contribution from the European Concrete Platform, ECP to the English translation of the publication. Cover picture : source CIMBETON Responsible editor: Jean‐Pierre Jacobs, FEBELCEM Author : Jean‐François Denoël, Structure engineer ‐ Buildings, FEBELCEM Printed by : De Bouwkroniek No part of this publication may be reproduced, stored in a retrieval system without prior written permission of FEBELCEM. FEBELCEM, the author and the translators, the reviewers that produced this report have endeavoured to ensure the accuracy of its contents. However, the guidance and recommendations given should always be reviewed by those using the report in the light of the facts of their particular case and any specialist advice. No liability for negligence or otherwise in relation to this report and its contents is accepted by the author, FEBELCEM, their servants or agents. © FEBELCEM, 2007 ISBN 2‐9600430‐3‐0 ISBN 978‐2‐9600430‐3‐7 (new nomenclature) EAN 9782960043037 D/2007/280/01
Fire Safety and Concrete Structures Choice of concrete, regulations, fire resistance, fire risk, “Fire Safety Engineering” and repair of concrete after fire
Page 1: Fire Safety and Concrete Structures
Page 7 and 8: Preamble The dramatic Innovation fi
Page 9 and 10: 5. Thermal mechanisms .............
Page 11 and 12: A. Introduction The tragic fire [1]
Page 13 and 14: The reader will note that this docu
Page 15 and 16: These figures show the need for gen
Page 17 and 18: one of the three main categories, n
Page 19 and 20: into protection class A1 without fu
Page 21 and 22: Standardisation. The denomination R
Page 23 and 24: Since like most Member States Belgi
Page 25 and 26: It is the date of the acknowledgeme
Page 27 and 28: very long discussions to end up at
Page 29 and 30: 4. Protection and risks 4.1. Fire:
Page 31 and 32: Walkways running along the entire f
Page 33 and 34: 4.2.3. Human behaviour The behaviou
Page 35 and 36: Figure : 7200 m 2 industrial wareho
Page 37 and 38: fact that most materials do not bur
Page 39 and 40: Thermal diffusivity a = λ /(ρ.c)
Page 41 and 42: 6.2.3. Zone models generalised fire
Page 43 and 44: 7. Materials of the element with mo
Page 45 and 46: 7.2. The mechanical and thermal cha
Page 47 and 48: 7.2.2. Light concretes The properti
Page 49 and 50: de-rating factor for resistance 1 0
Page 51 and 52: 8. Protection and risk calculations
Page 53 and 54:
8.1.2.3. Axis distance - In the cas
Page 55 and 56:
‐ continuous solid slabs; Resista
Page 57 and 58:
a value for which 80 % of buildings
Page 59 and 60:
In June 2005, Professor Jose Torero
Page 61 and 62:
the authors felt were too complex f
Page 63 and 64:
Points lists methods In Sweden, for
Page 65 and 66:
It is vital that the architect and
Page 67 and 68:
Roofs and annexes: A modern warehou
Page 69 and 70:
nature of the materials. It allows
Page 71 and 72:
- of fire and explosion; - of pollu
Page 73 and 74:
C. Examples of the fire behaviour o
Page 75 and 76:
1.2. The Trois Fontaines viaduct In
Page 77 and 78:
3. Fire tests for buildings Fire te
Page 79 and 80:
D. Repair of concrete structures Wh
Page 81 and 82:
E. Appendix Appendix 1 - Discussion
Page 83 and 84:
Because of a lack of proof to suppo
Page 85 and 86:
F. Bibliography 1. General bibliogr
Page 87:
2. Standards [100] NBN EN 1992‐1
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Fire Safety and Concrete Structures - Febelcem

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