FIRE DESIGN OF CLT IN EUROPE

Authors

  • Birgit Anna-Lisa Östman Linneaus University
  • Joachim Schmid
  • Michael Klippel
  • Alar Just
  • Norman Werther
  • Daniel Brandon

Keywords:

building fires, charring, reaction to fire, fire resistance, detailing, performance based design

Abstract

The fire safety design of cross-laminated timber (CLT or X-Lam) in Europe is governed by the Construction Products Regulation and its essential requirements, as for all other building products. These requirements are mandatory, to be used in all European countries. They include classification systems for reaction to fire of building products, fire resistance of building elements, and structural Eurocodes. The reaction-to-fire performance of CLT in accordance with the European classification system is specified. Higher classes can be reached by chemical treatments, but the durability of the reaction-to-fire performance needs to be fulfilled according to a new European system. The fire resistance design of CLT building elements is not included in Eurocode 5, the structural Eurocode for timber, but can be either tested according to European standards or calculated by using design methods being developed recently. This article provides information about both reaction to fire and fire resistance of CLT in Europe.

References

Babrauskas V (2005) Charring rate of wood as a tool for fire

investigations. Fire Saf J 40(6):528-554.

Brandon D (2016) Practical method to determine the contribution of structural timber to the heat release rate and

fire temperature of post-flashover compartment fires. SPTechnical Research Institute of Sweden, SP Rapport 2016:

, Stockholm, Sweden.

Brandon D and Ostman B (2017) Fire Safety Challenges of

Tall Wood Buildings – Phase 2: Task 1 – Literature Review.

Report FPRF-2016-22, Fire Protection Research Foundation, NFPA, USA.

Hopkin D, Anastov S, Brandon D (2017) Reviewing the

veracity of a zone-model-based-approach for the assessment

of enclosures formed of exposed CLT. In M Gillie, Y Wang Applications of Fire Engineering - proceedings of the International Conference of Applications of Structural

Fire Engineering, Manchester, UK, September 2017, CRC

Press Taylor & Francis Group, London, pp. 151-160.

COMMISSION DELEGATED REGULATION (EU) 2017/

on the conditions for classification, without testing,

of cross laminated timber products covered by the

harmonised standard EN 16351 and laminated veneer

lumber products covered by the harmonised standard EN

with regard to their reaction to fire. Official Journal

of the European Union 13.12.2017. European Commission,

Brussels.

CONSTRUCT 01/491 rev 3 (2004) Classification of products of

known and stable performance—Procedural aspects. European

Commission, Brussels.

Construction Products Regulation (CPR) (2013) Official

Journal Council Directive 89/106/EEC OJ L 88 of April 4,

European Commission, Brussels.

EN 520:2004. Gypsum plasterboards—Definitions, requirements and test methods. European Standard. CEN—European Committee for Standardization, Brussels.

EN 1366 series. Fire resistance tests for service installations.

European Standard. CEN—European Committee for

Standardization, Brussels.

EN 1991-1-2:2002. Eurocode 1. Actions on structures—Part

-2: General actions—Actions on structures exposed to

fire. European Standard. CEN—European Committee for

Standardization, Brussels.

EN1995-1-2:2004. Eurocode 5. Design of timber structures—Part 1-2: General—Structural fire design. European Standard.

CEN—European Committee for Standardization, Brussels.

prEN 13381-7:2017. Test methods for determining the

contribution to the fire resistance of structural members.

Part 7: Applied protection to timber members. Draft European

Standard. CEN—European committee for standardization,

Brussels.

EN 13501-1:2009. Fire classification of construction products

and building elements—Part 1: Classification using test data from reaction-to-fire tests. European Standard. CEN—European committee for standardization, Brussels.

EN 13501-2:2009. Fire classification of construction products

and building elements—Part 2: Classification using data from fire resistance tests, excluding ventilation services. European Standard. CEN European Committee for Standardization, Brussels.

EN 14135:2005. Coverings—Determination of fire protection

ability. CEN European Standard. European Committee for

Standardization, Brussels.

prEN 16351. Timber structures—Cross laminated

timber—Requirements. Draft European Standard. CEN,

European Committee for Standardization, Brussels, 2015

(final version expected in 2019).

EN 16755:2017. Durability of reaction to fire performance of

FRT wood-based products in interior and exterior end-use

applications. European Standard. CEN—European Committee

for Standardization, Brussels.

Frangi A, Fontana M (2003) Charring rates and temperature

profiles of wood sections. Fire Mater 27(2):91-102.

Gerard R, Barber D, Wolski A (2013) Fire safety challenges

of tall wood buildings. Fire Protection Research Foundation

(FPRF), Quincy, MA.

Hakkarainen T (2002) Post-flashover fires in light and heavy

timber construction compartments. J Fire Sci 20:133-175.

Hopkin D, El-Rimawi J, Silberschmidt V, Lennon T (2011)

An effective thermal property framework for softwood in

parametric design fires: Comparison of the Eurocode 5

parametric charring approach and advanced calculation

models. Constr Build Mater 25(5):2584-2595.

Hosser D, Kampmeier B (2008) Bewertung des Brandverhaltens unbekleideter flachiger massiver Holzbauteile im Hinblick auf die Einsatzmoglichkeiten im mehrgeschossigen

Holzbau unter Berucksichtigung des geltenden nationalen

Sicherheitsniveaus sowie der DIN EN 1995-1-2.

Forschungsauftrag der deutschen Gesellschaft fur Holzforschung. Braunschweig, Deutschland.

Just A, Schmid J, Konig J (2010) Failure times of gypsum

boards. In Proceedings of the 6th International Conference

Structures in Fire: Structures in Fire, East Lansing, MI,

USA, 2.-4.6.2010. DesTech Publications Inc, 593-601.

Klippel M, Schmid J, Frangi A (2016) Fire design of CLT. In

Proc. Joint Conference ofCOST Actions FP1402&FP1404

Cross Laminated Timber: A CompetitiveWood Product for

Visionary and Fire Safe Buildings. March 10, 2016. KTH

Royal Institute of Technology, Stockholm, Sweden.

Lange D, Bostrom L, Schmid J, Albrektsson J (2014) The

influence of parametric fire scenarios on structural timber

performance and reliability. SP-Technical Research Institute

of Sweden, Boras, Sweden. SP Report 2014:35.

LeVan S, Holmes CA (1986) Effectiveness of fire-retardant

treatments for shingles after 10 years of outdoor weathering.

FPL Forest Products Laboratory, Madison, WI. Research

Paper FPL 474.

McGregor CJ (2013) Contribution of cross laminated timber

panels to fires. Department of Civil and Environmental

Engineering, Carleton University, Ottawa, ON, Canada.

Medina Hevia AR (2014) Fire resistance of partially protected

cross-laminated timber rooms. Master thesis, Department

of Civil and Environmental Engineering Carleton University, Ottawa, ON, Canada.

Merk M, Werther N, Grafe M, Fulle C, Leopold N, Sprinz D,

Busch M, Brunn M (2014) Erarbeitung weiterfuhrender

Konstruktionsregeln/-details fur mehrgeschossige Gebaude

in Holzbauweise der Gebaudeklasse 4. Fraunhofer IRB

Verlag, Stuttgart, Deutschland.

Nussbaum RM (1988) The effect of low concentration fire

retardant impregnations on wood charring rate and char

yield. J Fire Sci 6:290-307.

Ostman B, Voss A, Hughes A, Hovde PJ, Grexa O (2001)

Durability of fire retardant treated wood products at humid

and exterior conditions—Review of literature. Fire Mater

:95-104.

Ostman B, Mikkola E (2010) European classes for the reaction

to fire performance of wood-based panels. Fire Mater 34:315-332.

Ostman B, Mikkola E, Stein R, Frangi A, Konig J, Dhima D,

Hakkarainen T, Bregulla J (2010) Fire safety in timber

buildings—European Guideline. SP-Technical Research

Institute of Sweden. SP Report 2010:19.

Ostman B, Mikkola E (2010) European classes for the reaction

to fire performance of wood-based panels. Fire Mater 34:315-332.

Ostman B, Tsantaridis L (2017) Durability of the reaction to

fire performance of fire retardant treated wood products in

exterior applications—A ten years report. Int Wood Prod J

(2):94-100.

Schaffer EL, Marx CM, Bender DA, Woeste FE (1986)

Strength validation and fire endurance of glued-laminated

timber beams. United States Department of Agriculture,

Forest Products Laboratory, Research Paper FPL 467,

Madison, WI.

Schleifer V (2009) Zum Verhalten von raumabschliessenden

mehrschichtigen Holzbauteilen im Brandfall. PhD Thesis

No. 18156, ETH Zurich, Zurich, Switzerland.

Schmid J, Konig J, Kohler J (2010) Fire-exposed crosslaminated timber-Modelling and tests. In Conference

Proceedings 11th World Conference on Timber Engineering

(WCTE 2010), 20-24 June 2010, Trentino, Italy.

Schmid J, Brandon D, Santomaso A, Wickstrom U, Frangi A

(2016) Timber under real fire conditions—The influence of

oxygen content and gas velocity on the charring behaviour.

In Proc. 9th International Conference on Structures in Fire

Conference, Princeton, NJ 8-10 June, 2016.

Schmid J, Klippel M, Daniel B, Werther N (2017a) Thermal

exposure of wood in standard fire tests and post-flash overfires. Technical Note. Fire Mater, Accepted for publication

February 2018.

Schmid J, Klippel M, Fahrni R, Frangi A (2017b) Fire resistance

tests of cross-laminated timber and solid timber deck plates, Report Fr-2017-03. ETH Zurich, Zurich, Switzerland.

Teibinger M (2011) Brandschutz im Detail. Holzbau - die

neue quadriga (4), 39-43.

Teibinger M, Matzinger I (2012) Brandabschottung im

Holzbau. Holzforschung, Austria.

Teibinger M, Matzinger I (2013) Construction with Cross-

Laminated Timber in Multi-Storey Buildings—Focus on

Building Physics. Holzforschung, Austria.

Wickstrom U (2016) Temperature Calculation in Fire Safety

Engineering, pp 153-171. Springer International Publishing

Switzerland

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Published

2018-08-16

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