T E S T R E P O R T - Binderholz

T E S T R E P O R T 

Test report no.: 08012901 

Date: June 3, 2008 

Official in charge: Ing. J. Stockinger/hi 

Extension: 851 

CLIENT: BINDER HOLZBAUSYSTEME GmbH 

Bundesstraße 283 

6263 Fügen, Austria 

TEST SPECIMEN: Sample 1: unstressed five-ply crosslaminated 

timber ceiling with thin 

intermediate ply, type: “Binder crosslaminated 

timber BBS” 

Sample 2: unstressed five-ply crosslaminated 

timber ceiling with thick 

intermediate ply, type: “Binder crosslaminated 

timber BBS” 

TEST PRINCIPLES: Standard EN 1363, section 1 

Standard EN 1364, section 2 

FIRE TEST: March 17, 2008 

SIDES SUBJECTED TO FLAME: for both samples: bottom side 

(symmetrical structure) 

DURATION OF TEST: 93 minutes 

TEST RESULTS: Sample 1: 

Integrity (E): 79 minutes 

Insulation (I): 79 minutes 

Sample 2: 

Integrity (E): 93 minutes 

Insulation (I): 93 minutes 

CARRIED OUT BY: Ing. Josef STOCKINGER 

This test report encompasses: 13 pages of text and 48 attachments 

Attachments: 

A: photo documentation (12 

photographs, 6 pages) 

B: test protocol (41 pages) 

C: engineering drawing (1 page)

TABLE OF CONTENTS 

1. Test principles............................................................................................................. 3 

2. Objective/test program ........................................................................................ 3 

3. Constructor/elaborator......................................................................................... 3 

4. Manufacturer of the materials used .............................................................. 3 

5. Sample taking ............................................................................................................. 4 

6. Description of the samples.................................................................................. 4 

6.1. Sample 1: Five-ply cross-laminated timber ceiling with thin 

intermediate ply.................................................................................. 4 

6.2. Sample 2: Five-ply cross-laminated timber ceiling with thick 

intermediate ply.................................................................................. 5 

7. Conditioning of the samples............................................................................... 7 

8. Mounting of samples............................................................................................... 7 

9. Description of test procedure............................................................................ 7 

9.1. Position of the side subjected to the flames ...................................... 7 

9.2. Ambient temperature .................................................................... 7 

9.3. Heating of the combustion chamber ................................................ 7 

9.5. Measuring of temperature in combustion chamber............................. 8 

9.6. Pressure in the combustion chamber ............................................... 8 

9.7. Measuring the temperature on the side of the samples facing away from 

the fire ……………………………………………………………………………………………………………..8 

9.8. Measuring the deformations on the side of the sample facing away from 

the fire ………………………………………………………………………………………………………………9 

10. Observations during and after the fire test .............................................. 9 

10.1. Test protocol .............................................................................. 9 

10.2. Findings after conclusion of test ...................................................10 

11. Comparison of the test samples with the standard criteria.......... 10 

12. Determination of combustion rate ............................................................... 11 

13. Direct area of application................................................................................... 12 

14. Remarks........................................................................................................................ 12

1. Test principles 

Standard EN 1363, section 1: 

“Fire resistance tests - section 1: General requirements” 

Version: January 1, 2000 

Standard EN 1364, section 2: 

“Fire resistance tests for nonload-bearing components - section 1: suspended 

ceilings” 

Version: April 1, 2000 

2. Objective/test program 

To determine the duration of fire resistance of the client’s nonload-bearing 

five-ply cross-laminated timber ceiling with thin or thick intermediate ply, a 

fire test was conducted in the test laboratory of IBS Linz on March 17, 2008. 

The connection of the individual ceiling components was done by means of 

inserted tongues. Two samples were tested simultaneously. They were 

checked and evaluated with regard to their integrity as well as to insulation 

criteria, in particular at the individual joint formations. Moreover the 

remaining section of each sample (five-ply structure with thin or thick 

intermediate ply) is to be determined in order to define a rate of combustion 

for the components. 

3. Constructor/elaborator 

Manufacturer: BINDER HOLZBAUSYSTEME, Bundesstraße 283, A- 6263 

Fügen, Austria 

Type: “Binder cross-laminated timber BBS” 

4. Manufacturer of the materials used 

Wooden parts 

Manufacturer: BINDER HOLZBAUSYSTEME, Bundesstraße 283, A- 6263 

Fügen, Austria 

Material: spruce, classification*): S10 for the longitudinal plies, ungraded 

wood is used for the cross plies; density: ~470kg/m3, average wood 

humidity: 12% 

*) Extract from the authorization of Binder company: 

At least 90% of the individual planks (lamellas) of the plies parallel to the 

component’s longitudinal axis have to correspond at least to the strength 

class of C 24 according to EN 338-9; the remaining planks have to 

correspond at least to strength class of C 16.

At least 30% of the individual planks of the cross plies have to correspond at 

least to the strength class of C 24; the remaining planks have to correspond 

at least to strength class of C 16. 

Glue for the cross-laminated timber gluing, surface 

Manufacturer: PURBOND AG, CH-6203 Sempach Station, Switzerland 

Type: “PURBOND HB 230,” amount to be applied: ~300 g/m 2 

Glue for the cross-laminated timber gluing, joints 

Manufacturer: CASCO Adhesive AB, PO Box 11538, SE-10061 Stockholm, 

Sweden 

Type: “1247,” with hardener “2526,” MUF glue 

External tongue 

Manufacturer: Franz BINDER GmbH, Gewerbegebiet 2, A-5113 St. Georgen 

bei Salzburg, Austria 

Material: spruce, three-ply glued, classification: at least 94% S10, the rest 

S7, density: ~470 kg/m 3 , average wood humidity: 12% 

Gluing of external tongue 

Manufacturer: Vinzenz HARRER GmbH, Badl 31, A-8130 Frohnleiten, Austria 

Type: “DENSLY ROOF,” amount to be applied: ~ 300g/m 2 

5. Sample taking 

Individual ceiling panels were delivered and correspondingly labeled by the 

client. As the panels were initially assembled in the test laboratory, no 

additional sample was requested by the test bureau for sample analysis 

(checking the materials used and their dimensions). Thicknesses and 

dimensions of the materials were verified prior to the fire test. No 

discrepancies with regard to the client’s specifications and his engineering 

drawings could be determined. Hence, these drawings could be adopted by 

the test bureau; they are attached as a copy to the test report (attachment 

C). 

6. Description of the samples 

6.1. Sample 1: Five-ply cross-laminated timber ceiling with thin 

intermediate ply 

6.1.1. Dimensions 

Total structure 

Total ceiling: 4000 x 4400mm (w x h)

Total ceiling subjected to flames: 4000 x 4000mm (w x h) 

Total ceiling, five-ply thin intermediate ply: 2000 x 4400mm (w x h) 

Total ceiling, five-ply thin intermediate ply, subjected to flames: 2000 x 

4000mm (w x h) 

Dimensions of individual panel: 750mm x 4400mm (w x h) or 1250 x 4400 

(w x h) 

Thickness: 146mm (individual thickness of each ply: 1st ply: 41mm, 2nd ply: 

21mm, 3rd ply: 22mm, 4th ply: 21mm, 5th ply: 41mm) 

6.1.2. General description of sample 

The sample was composed of two separate components. Each ceiling 

component consisted of five crosswise glued cross-laminated timber plies in 

all. The surfaces of the individual cross-laminated timber plies were glued 

throughout with PUR glue. The individual planks of the respective longitudinal 

ply were joined at the narrow side with a FUM glue. Then the visible surface 

was planed. The individual panels were butt joined. 

The individual ceiling components were connected among one another with 

an external tongue (27 x 110mm) on the upper side. The groove dimensions 

in the panels for that were 28 x 56mm. The external tongue was fastened to 

the individual components by dint of gluing and staggered bolting (counter 

sunk bolts 6 x 85mm, max. bolting distance to one another: approx. 

125mm). The pasty glue for gluing the external tongue was applied in the 

form of two sinuous lines (diameter: approx. 10mm). 

6.2. Sample 2: Five-ply cross-laminated timber ceiling with thick 


6.2.1. Dimensions 

Total structure 

Total ceiling: 4000 x 4400mm (w x h) 

Total ceiling subjected to flames: 4000 x 4000mm (w x h) 

Total ceiling, five-ply thick intermediate ply: 2000 x 4400mm (w x h) 

Total ceiling, five-ply thick intermediate ply, subjected to flames: 2000 x 

4000mm (w x h) 

Dimensions of individual panel: 750 x 4400mm (w x h) or 1250 x 4400 (w x 

h) 

Thickness: 125mm (individual thickness of each ply: 1st ply: 20mm, 2nd ply: 

21mm, 3rd ply: 43mm, 4th ply: 21mm, 5th ply: 20mm)

6.2.2. General description of sample 

The sample was composed of two separate components. Each ceiling 

component consisted of five crosswise glued cross-laminated timber plies in 

all. The surfaces of the individual cross-laminated timber plies were glued 

throughout with PUR glue. The individual planks of the respective longitudinal 

plies were joined at the narrow side with a FUM glue. Then the visible surface 

was planed. The individual panels were butt joined. 

The individual ceiling components were connected among one another with 

an external tongue (27 x 110mm) on the upper side. The groove dimensions 

in the panels for that were 28 x 56mm. The external tongue fastened to the 

individual component by dint of gluing and staggered bolting (counter sunk 

bolts 6 x 85mm, max. bolting distance to one another: approx. 125mm). The 

pasty glue for gluing the external tongue was applied in the form of two 

sinuous lines (diameter: approx. 10mm). 

The connection between the five-ply ceiling component with thick or thin 

intermediate ply was made by means of an inserted tongue that has been 

glued and bolted (27 x 110mm).

7. Conditioning of the samples 

The ceiling panels were delivered and mounted in the concrete test frame 

five days prior to the test date and were stored horizontally in the test 

laboratory. The ambient conditions at the time stood at approx. 20°C and 

60% relative humidity. Just before the fire test, the wood humidity was 

randomly measured at a total of 10 different places of the ceiling component. 

In so doing, a wood humidity within the range of 5.8% to 10.3% was 

determined. 

8. Mounting of samples 

The mounting of the samples was conducted by the client’s staff directly on 

the horizontal test oven prior to the fire test. 

The individual ceiling components were placed successively on the horizontal 

test bench and joined among one another by means of glued and bolted 

external tongues. The sealing of the edge joints was done on the four sides 

by means of mineral wool strips, plus on both longitudinal sides by additional 

porous concrete stones. 

9. Description of test procedure 

9.1. Position of the side subjected to the flames 

The samples were arranged symmetrically and subjected to flames from 

underneath. 

9.2. Ambient temperature 

The ambient temperature was continuously recorded by a type K thermal 

element with a thickness of 3mm during the entire time of the test. The 

measuring was conducted at the measuring unit, which was situated at an 

adequate distance from the test oven. The temperatures are reported in the 

enclosed test protocol (attachment B). 

9.3. Heating of the combustion chamber 

The heating of the combustion chamber was effected with extra light fuel for 

ovens. 

9.4. Temperature in the combustion chamber 

Standard temperature curve according to standard EN 1363, section 1, 

article 5.1.1.

9.5. Measuring of temperature in combustion chamber 

Eight plate thermometers conforming to standard EN 1363, section 1, article 

4.5.1.1, using NiCr-Ni thermal elements (type K) with a wire diameter of 

1mm. The thermal elements were inserted so far into the combustion 

chamber as to be able to measure the sample surface subjected to the 

flames evenly. 

Distance between the samples and the plate thermometers: approx. 100mm. 

9.6. Pressure in the combustion chamber 

The pressure in the combustion chamber was regulated in such a way that 

20 Pa is not exceeded 100mm underneath the bottom side of the sample. 

The results are reported in attachment B. 

9.7. Measuring the temperature on the side of the samples facing 

away from the fire 

To detect rises of temperature on the side of the structure facing away from 

the fire, compared to the initial values, NiCrNi thermal elements conforming 

to standard EN 1363, section 1, article 4.5.1.2 (type K, wire diameter 

0.5mm) were applied to the samples, in an arrangement according to the 

attached test protocols: “Thermal elements on the side facing away from the 

fire.” 

Each thermal element was covered by an inorganic heat-insulating covering 

(density: approx. 900 kg/m 3 ), measuring 30 x 30mm, and glued onto the 

samples (type of glue: “Furtol Kernkleber”). 

Additionally, core hole drillings were made at every ply depth. In these core 

holes, NiCr-Ni thermal elements (type K, wire diameter 1mm) were inserted 

to detect the temperatures in these areas. The designations (L1 to L5 for the 

five-ply ceiling structure with thick intermediate ply [here a supplementary 

thermal element was inserted into the middle of the intermediate ply] or L1 

to L4 for five-ply ceiling structure with thin intermediate ply) on the diagram 

of measuring points mean as follows: L1 is the first ply joint as seen from the 

side facing the fire, L2 is the second ply joint and so on. 

The temperature rises detected on the side facing away from the fire, 

compared to the initial values, were recorded by the measuring unit and are 

reported in attachment B.

9.8. Measuring the deformations on the side of the sample facing 


Due to the test program drawn up together with the client, no deformations 

were measured (see Item 2 of this test report). 

10. Observations during and after the fire test 

10.1. Test protocol 

During the fire test on March 17, 2008, the following modifications were 

detected on the cold side: 

15th test minute: 

Slight smoke discharges from the joints were discernible. 


Yellow surface discolorations around the butt joints were partially discernible. 


Sporadic fissures with nearly indiscernible smoke discharges appeared on the 

surface of the five-ply component. 


In the joint area (joint 1) of the ceiling component with thick intermediate 

ply, a heightened smoke discharge could be observed. 


In the joint area (joint 2) at the transition of the two ceiling structures, 

persistent flames formed (more than 10 seconds). The flames were then 

extinguished. Hence, this joint formation was negative. 


In the joint area (joint 1) of the ceiling component with thick intermediate 

ply, a persistent flame formation (more than 10 seconds) could be observed. 

Hence, this joint formation was negative. 

93rd test minute: 

At the client’s request and as a result of the failure of the integrity, the fire 

test was terminated. After three minutes and 20 seconds, the flames on the 

sample were completely extinguished.

10.2. Findings after conclusion of test 

10.2.1 State of the sample as a whole on the side facing away from the fire 

In the area of the persistent flame formation, signs of wood combustion were 

visible. Otherwise no obvious modifications were observable. 

10.2.2. State of the samples on the side facing the fire 

Typical signs of wood combustion were visible. The charred plies partly fell 

off by themselves or as a result of extinguishing the flames. The external 

tongues were partly charred. 

11. Comparison of the test samples with the standard 

criteria 

Remark: The temperature values listed in the table are those values that 

were prevailing at the time of the failure of the integrity. 

Reference 

standard 

Performance 

criterion 

Criterion of 

failure 

17/03/2008 

Sample 1 

Five-ply 

structure, thin 

intermediate 

ply 

17/03/2008 

Sample 2 

Five-ply 

structure, thick 

intermediate 

ply 

1 --- --- --- Entire duration of 

test 

93 minutes 93 minutes 

2 Combustion of 

cotton wool ball 

took place not not 

3 Penetration of the The feeler gauge not done not done 

sample by the 6- could be moved 

mm feeler gauge in a crack 

standard 

150mm 

4 EN 1363-1, 

Penetration of the The feeler gauge not done not done 

article 11.2 

E sample by the 25mm 

feeler gauge 

could penetrate 

the sample 

5 

Flames on the side Flames > 10 sec. none 80 minutes 

facing away from on the side facing 

the fire 

away from the 

fire 

6 

Exceeding of the 

admissible average 

rise of temperature 

above the initial 

Test minute No exceeding No exceeding 

7 standard 

EN 1363-1 I 

temperature on the 

side of the sample 

Max. T – 

average in K 

0.0 0.8 

article 11.3.a Average rise facing away from 

of 

the fire 

temperature Max. admissible 

average = 140 K 

8 

Exceeding of the 

admissible 

Test minute No exceeding No exceeding 

9 

standard 

maximum rise of 

temperature above 

the initial 

at the measuring 

point 

12 18 

10 

EN 1363-1 

article 11.3.b 

I 

temperature on the 

side of the sample 

facing away from 

T in K 2.2 10.8 

Max. rise of 

the fire

temperature Surface: 

Max. admissible 

individual value 

= 180 K 

11 Ambient 

12 

13 

standard 

EN 1363-1 

article 5.6 

standard 

EN 1363-1 

article 9.2 

Oven 

pressure 

temperature at the 

start of test 

T max. = + 20 K 

T min = -5 K 

Pressure in the 

combustion 

chamber measured 

at the upper edge 

of the test chamber 

in °C 18.1 

T in K + 1.7 

in Pa 17-21 

In the present fire test, in the case of the component with five-ply structure 

and thick intermediate ply, the integrity failed after 80 minutes. Insulation 

was conserved until the failure of integrity. 

12. Determination of combustion rate 

The following procedure has been selected to determine the combustion rate: 

Additional small samples (1500 x 1500mm, surface subjected to the flames: 

1200 x 1200mm) were exposed to the flames for a period of 30 minutes, 

according to the conditions of standard EN 1363, section I. Then strips 

measuring 100mm in width were cut in the direction of the longitudinal plies 

by means of a circular saw; the respective remaining section was determined 

at the cutting area in intervals of 100mm. This resulted in an average 

remaining section of 122.76mm for the five-ply ceiling structure with thin 

intermediate ply and the remaining section of 101.75mm for the five-ply 

ceiling structure with thick intermediate ply. 

Summary: 

Five-ply structure with Five-ply structure with 

thin intermediate ply thick intermediate ply 

Total thickness of 

component 

146mm 125mm 

Average remaining 

section 

122.76mm 101.75mm 

Total duration of fire *) 31 minutes and 17 31 minutes and 22 

seconds 

seconds 

Combustion rate 0.74 mm/min. 0.74 mm/min. 

*) The total duration of the fire is defined as follows: the total duration of the 

fire is comprised of the time the sample is subjected to the flames by means 

of the burners according to standard EN 1363, section 1, and the time until 

the flames on the side of the component facing the fire have been completely 

extinguished.

13. Direct area of application 

The results of the fire test are directly applicable to similar constructions for 

which one or more of the following modifications have been made: 

- an enlargement of the thickness of the ceiling is an option 

- reduction of the distance between fixing points 

- a widening of the ceiling is possible 

- the joint formations subjected to test for the respective duration of 

fire resistance are admissible. 

14. Remarks 

The present test report describes in detail the procedure for creating or 

mounting, the test conditions as well as the results that were attained with 

the component described here after it had been tested by the procedure 

indicated according to standards EN 1363, section 1, and to EN 1364, section 

2. Any major deviation in terms of the size and of construction details are 

not covered in this test report, with the exception of the deviations that are 

admissible in the relevant test procedure for direct area of application. Owing 

to the particular nature of the tests of the duration of fire resistance and the 

resulting difficulty in quantifying the uncertainties of measuring the duration 

of fire resistance, it is not possible to report a precisely defined degree of 

exactitude for the result. The present test report must be utilized only in an 

unabridged form and in conjunction with the listed attachments as so 

indicated. 

IBS-Institut für Brandschutztechnik und Sicherheitsforschung 

Gesellschaft m.b.H. 

(IBS Institute for Fire Protection Engineering and Safety Research, 

Limited) 

Governmental Accredited Test Center and Regulatory Agency 

Ing. Josef STOCKINGER 

Official in Charge 

Ing. Josef KRAML 

Divisional Head of the Test Center 

and Regulatory Agency 

Prok. Dipl.-Ing. Thomas TRAUNER 

Authorized Signatory 

Dir.-Stv. Ing. Helmut PEHERSTORFER 

Authorized Signatory 

Managing Director

[Beilage A: Seite 1 von 6] 

Fig. 1: The joint formation used as well as the gluing of the external tongue. 

Fig. 2: The samples at the start of the fire test on March 17, 2008. 

[2] 

Fig. 3: The state of the samples in the 20th test minute. 

Fig. 4: State of the samples in the 30th test minute. 

[3] 



[4] 


Fig. 8: Persistent flame formation at joint 2 in the 80th test minute. 

[5] 


Fig. 10: General view of the samples on the side facing away from the fire 

immediately subsequent to conclusion of test. 

[6] 

Fig. 11: General view of the sample with thick intermediate ply on the side 

facing the fire subsequent to conclusion of test. 

Fig. 12: General view of the sample with the thin intermediate ply on the 

side facing the fire subsequent to conclusion of test.

[Blatt 1 von 41] 

German English 

Temperaturmesspunkte an der feuerabgewandten 

Seite 

Binder Brettsperrholz Decke 

Temperature measuring points on the side facing 


Binder cross-laminated timber ceiling 

Fuge 1 Joint 1 



Fünflagiger Deckenaufbau 

dünne Mittellage 

Five-ply ceiling structure, thin intermediate ply 

Fünflagiger Wandaufbau 

Five-ply ceiling construction, thick intermediate 

dicke Mittellage 

ply 

(Skizzenmaßstab mit Probekörper nicht ident) (Scale of sketches is not identical to the sample) 

MESSPUNKTE ENTSPRECHEND ÖNORM EN 1364- MEASUREMENT POINTS CORRESPOND TO 

2 

STANDARD EN 1364-2 

Messpunkte 1 – 5 = Mittlere Temperatur dünne Measuring points 1 – 5 = average temperature, 

Mittellage 

thin intermediate ply 

Messpunkte 6 – 10 = Fuge 1 Measuring points 6 – 10 = joint 1

Messpunkte 11 – 13 = Mittlere Temperatur dicke Measuring points 11 – 13 = average temperature, 

Mittellage 

thick intermediate ply 

Messpunkte 14 – 17 = Fuge 3 Measuring points 14 – 17 = joint 3 

Messpunkte 18 – 21 = Fuge 2 Measuring points 18 – 21 = joint 2 

Messpunkte 22 – 25 = Lagen dünne Mittellage Measuring points 22 – 25 = plies, thin 


Messpunkte 25 – 30 = Lagen dicke Mittellage Measuring points 25 – 30 = plies, thick 


[unten] 

Versuchsdatum: 17.03.2008, gespeichert unter: 

bind1703.cdr 

Test date: March 17, 2008, filed at: bind1703.cdr 

Prüfbericht Nr.: 08012901, Beilage B: 

Versuchsprotokoll, Blatt 1 von 41 

Test report no.: 08012901, attachment B: test 

protocol, page 1 of 41

[2] 

Recording of temperature of the fire test in the oven and on the cold side of 

the sample 

Sample designation cross-laminated timber ceiling 

Subjected to flames bottom side 

Date of test March 17, 2008 


Ofen Oven 

Zeit Time 

Gesamtzeit [Min.] Total time [min.] 

Versuchszeit [Min.] Test time [min.] 

Ofen Sonde 1 [°C] Oven sensor 1 [°C] 







Ofen Sonde 8 [°C] Oven sensor 8 [°C]

[3] 


Ofen Oven 

Zeit Time 











[4] 


Ofen Oven 

Zeit Time 











[5] 

Pressure threshold for the pressure at the upper edge of sample: 20 Pa 


Ofen Oven 



zul. pos. Abw. Ofensonde Admissible positive deviation, oven sensor 

zul. neg. Abw. Ofensonde Admissible negative deviation, oven sensor 

mittl. Sollwert [°C] Average target value [°C] 

mittl. Istwert [°C] Average actual value [°C] 

Hallentemp. [°C] Hall temperature [°C] 

Ofeninnendruck [Pa] Internal oven pressure [Pa]

[6] 


Ofen Oven 









[7] 


Ofen Oven 









[8] 


Ofen Oven 



A-Ist [Min. °C] Actual A [min. °C] 

A-Soll [Min. °C] Target A [min. °C] 

Abweichung Deviation 

zul. positive Abweichung Admissible positive deviation 

zul. negative Abweichung Admissible negative deviation

[9] 


Ofen Oven 








[10] 


Ofen Oven 








[11] 


Ofen-Einzelsonden Individual oven sensors 

Temperatur in °C Temperature in °C 












Zeit in Minuten Time in minutes

[12] 


Mittlere Ofentemperatur Average oven temperature 

Temperatur in °C Temperature in °C 




[13] 


Ofeninnendruck Internal oven pressure 

Druck. Diff. In Pascal Difference in pressure, in Pascal 

Druck PK Oberkante [Pa] Pressure, upper edge of sample [Pa] 

Druckgrenzwert für Druck an der PK Oberkante Pressure threshold for pressure at upper edge of 

sample 

Zeit in Minuten Time in minutes 

Abweichung der Kurvenfläche der mittleren Deviation of the curve area of the average oven 

Ofentemperatur 

temperature 


zul. pos. Abweichung Admissible positive deviation 

zul. negative Abweichung Admissible negative deviation 

Abweichung in % Deviation in % 


[14] 

Max. rise in temperature for an individual value: 180 °C 

Max. rise in temperature for the average: 140 °C 

The values of measurements indicated are rises in temperature compared to 

the initial values. 


Mittlere Temperatur dünne Mittellage Average temperature, thin intermediate ply 



Messpunkt 1 [°C] Measuring point 1 [°C] 





Durchschnitt Average

[15] 















[16] 















[17] 



Durchschnitt Average 

Max.-GW. Max. total value 

Durchschnitts-GW. Average total value 

Temperaturerhöhung in Celsius Rise in temperature in Celsius 


[18] 












[19] 












[20] 












[21] 







[22] 






Mittlere Temperatur dicke Mittellage Average temperature, thick intermediate ply 



Messpunkt 6 [°C] Measuring point 6[°C] 






[23] 















[24] 















[25] 





Durchschnitts-GW. Average total value 



[26] 










Messpunkt 20[°C] Measuring point 20[°C] 



[27] 













[28] 













[29] 







[30] 













[31] 













[32] 













[33] 




Max.-GW Max. total value 



[34] 




Einzellage fünflagig dünne Mittellage Individual ply, five-ply, thin intermediate ply 








[35] 












[36] 












[37] 






[38] 




Einzellage fünflagig dicke Mittellage Individual ply, five-ply, thick intermediate ply 









[39] 













[40] 













[41] 






[Konstruktionszeichnung, 1 Seite] 


Verschraubung bolting 

Klebstoff glue 

Bauvorhaben: Brandversuch Project: Fire test 

Bearbeiter: scj Person in charge: scj 

Planinhalt: 2 Ansichten Contents: 2 views 

Datum: 24.4.2008 Date: 24/04/2008 

Maßstab: 1:50 Scale: 1:50 

Plan-Nr.: 2 Plan no.: 2

T E S T R E P O R T - Binderholz

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