Efectis Nederland BV€¦ · Efectis France are full subsidiaries of Efectis Holding SAS since 1...

Efectis Nederland BV

Efectis Nederland BV Centre for Fire Safety Lange Kleiweg 5 P.O. Box 1090 2280 CB Rijswijk www.efectis.nl T +31 15 276 34 80 F +31 15 276 30 25 E [email protected]

Efectis Nederland report 2008-Efectis-R0649

Determination of the fire resistance according to EN 1634-1: 2000 of a combination of two aluminium single leaf door-/ frame constructions, type CS 77-FP60 of Reynaers Aluminium both provided with Pilkington Pyrostop® glazing

Date October 2008 Author(s) A.J. Lock

P.W.M. Kortekaas Number of pages 31 (excluding appendices) Number of appendices 4 (A to D)

Sponsors Reynaers Aluminium NV/SA

Oude Liersebaan 266 B-2570 Duffel BELGIUM

Project name Fire resistance Project number 2008737 All rights reserved. No part of this publications may be reproduced and/or published by print, photoprint, microfilm or any others means without the previous written consent of Efectis. In case this report was drafted on instructions, the rights and obligations of contracting parties are subject to either the Standard Conditions for Research Instructions given to TNO, or the relevant agreement concluded between the contracting parties. Submitting the report for inspection to parties who have a direct interest is permitted. © 2008 Efectis Nederland BV: a TNO company

This report is issued by Efectis Nederland BV (previously TNO Centre for Fire Research). Efectis Nederland BV and her sister company Efectis France are full subsidiaries of Efectis Holding SAS since 1 January 2008, in which the Dutch TNO and the French CTICM participate. The activities of the TNO Centre for Fire Research were privatized in Efectis Nederland BV since 1st July 2006. This is in response to international developments and requests by customers. In order to be able to give a better answer to the customer’s request and offer a more comprehensive service of high quality and a wider range of facilities, the international collaboration has been further expanded. This is done with highly experienced partners in fire safety in Norway (Sintef-NBL), Spain (Afiti-Licof), Germany (IFT), USA (South West Research Institute) and China (TFRI). Further information can be found on our website.

Efectis Nederland report | 2008-Efectis-R0649 | October 2008 | Reynaers Aluminium NV/SA

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Contents

1 Subject .............................................................................................................................3

2 Examination....................................................................................................................3

3 Sponsor............................................................................................................................3

4 Place and data regarding the examination...................................................................3

5 Date and number of the report......................................................................................3

6 Test specimen..................................................................................................................4 6.1 General .............................................................................................................................4 6.2 Aluminium door leafs (A and C)......................................................................................4 6.3 Hinges and lock door leaf A.............................................................................................5 6.4 Hinges and lock door leaf C .............................................................................................6 6.5 Aluminium frames (F and G) ...........................................................................................7 6.6 Side panel (B) and transom panels (D and E) ..................................................................7 6.7 Connection and supporting profile ...................................................................................8 6.8 Test frame and supporting construction ...........................................................................8 6.9 Method of assembly .........................................................................................................9

7 Sampling and manufacturing of the construction .......................................................9

8 Mode of testing................................................................................................................9 8.1 Verification of the specimen ............................................................................................9 8.2 Conditioning.....................................................................................................................9 8.3 Density and moisture content .........................................................................................10 8.4 Pre test-conditioning.......................................................................................................10 8.5 Fire test ...........................................................................................................................10

9 Test results ....................................................................................................................11 9.1 Observations during heating...........................................................................................11 9.2 Graphs of the fire test .....................................................................................................11 9.3 Uncertainty of measurement...........................................................................................12

10 Summary .......................................................................................................................12

11 Field of direct application and conditions ..................................................................13

12 Figures...........................................................................................................................16 Appendices A Observations B Furnace conditions C Test results D Photographs


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1 Subject

A combination of two aluminium single leaf door-/frame constructions, type CS 77-FP60 with transom panels fabricated by Reynaers Aluminium, build in masonry of aerated light weight concrete The both door leafs an the side panel were provided with Pilkington Pyrostop® glazing, type 60-101. The both transom panels were provided with Pilkington Pyrostop® glazing, type 60-201.

2 Examination

Determination of the fire resistance according to EN 1634-1: 2000 for the case, “ doors pivoting towards the fire”.

3 Sponsor

Reynaers Aluminium NV/SA Oude Liersebaan 266 B-2570 Duffel Belgium

4 Place and data regarding the examination

The examination was performed at the laboratory of Efectis Nederland BV in Rijswijk, The Netherlands. The piers of the wall construction were prepared on June 12, 2008. The specimen was assembled on June 18 and 19, 2008. The open and close cycle was performed from June 23 until June 27, 2008. The fire test was performed on June 30, 2008.

5 Date and number of the report

October 2008; 2008-Efectis-R0649.


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6 Test specimen

6.1 General

A fire test was carried out on a combination of two aluminium single leaf door-/frame constructions, one door with a side panel, with overall dimensions of 3474 x 2700 mm (w x h), consisting of (see figure 1):

− aluminium door leaf A (left) with Pilkington glazing; − aluminium door leaf C (right) with Pilkington glazing; − aluminium frames (F and G); − aluminium side panel (B) and transom panels (D and E) with Pilkington

glazing.

For the dimensions and specifications of the materials and components of the examined construction, see figures 1 until 15 in chapter 12. Significant details of the construction are given in the paragraphs below.

6.2 Aluminium door leafs (A and C)

6.2.1 General

Dimensions of the door leafs: − height: 2300 mm; − width: 1100 mm; − thickness: 68 mm. The door leafs were constructed of: − aluminium framework; − Coolmax filling; − Pilkington glass; − EPDM sealing profiles; − intumescent strips − bottom brush or drop down seal; − glazing blocks and glass supports; − glass clipses.

6.2.2 Aluminium framework

The framework was constructed of aluminium profiles, type: CS 77-FP60. The aluminium profiles with part. no. 008.0414.XX.were strengthened in the corner with cleats with part no. 068.7797.00. The corners and cleats were sealed with Odice sealant with part no. 084.9021.04. The extruded aluminium profiles with an outer and an inner tube were thermally separated by glass fibre reinforced polyamide strips with part no. 000.0840.04.


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6.2.3 Coolmax filling

All the profiles were filled with rectangular shaped Kerafix Coolmax strips to fill the area in the aluminium profiles. There are different sets of Coolmax filling used. With the part no. 087.9523.--, 087.9525.-- and 087.9526.--. For the dimensions of these profile types see figure 12a.

6.2.4 Pilkington glazing

The door was provided with Pilkington glass, type Pyrostop® 60-101 with a thickness of 23 mm, dimensions 936 x 2136 mm. (w x h) The glass pane with a surface of 2.0 m2 had a weight of 106.0 kg. The glass was fixed at the non-fire side with aluminium glazing beads with part no. 030.3614.XX.

6.2.5 Sealing profiles EPDM

Around both door edges sealing profiles were applied, type EPDM, with part no. 080.9080.04. To seal the pane a sealing profile of EPDM with part no. 080.9114.SY was used at the fire side and a sealing profile with part no. 080.9105.SY at the non-fire side.

6.2.6 Intumescent strips

Between the door leaf and the profiles intumescent strips were applied at one side self-adhesive, type Kerafix Flextrem, dimensions 45 x 2 mm with part no. 084.9028.04. Between the glass and the profiles intumescent strips, dimensions 35 x 2 mm with part no. 084.9027.04. At the bottom of the door an intumescent strip, dimension 25 x 2 mm, with part no. 84.9025.04.

6.2.7 Glazing blocks and glass supports

To hold the pane at the right position the pane was at two positions supported by glass fibre reinforced phenol resin glazing blocks and glass supports. The phenol resin glazing blocks with part no. 084.9015 with a thickness of 2 mm and part no. 084.9016 with a thickness of 3 mm. The glass supports with part no. BF 7400 or 069.6550.-- at the fire side and BF 7353 or 069.6552.-- at the non-fire side.

6.2.8 Glazing clipses

The panes were secured with two types of Inox glazing clipses, the inner clip with part no. 068.6361.--, the outer clip with part no. 068.6365.-- or BF 7969 was fixed with a screw with part no. 052.5200.--.

6.3 Hinges and lock door leaf A

6.3.1 Hinges and door spring

The door was mounted with five tripartite aluminium hinges, type Dr. Hahn (A95/521327) with part no. 65.6381.XX.


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The positions of the hinges 250 mm, 550 mm, 850 mm, 1750 mm and 2050 mm measured from the top of the door to the centre of the hinge. The hinges were fixed with six screw anchors with part no. 065.6600.--. The door was provided with a GEZE door spring, type TS 5000, with part no. 65.7581.14. The door spring was fixed with a supporting plate with part no. 065.7582.14 and small steel bolts M5 x 20. The measured retention force of the door spring was: 32 N.

6.3.2 Locks with handles

The door was provided with a stainless steel WILKA safety lock, type M835 2Q58NOL and a Sobinco cylinder, type 880R-16 respectively with part no. 061.7303.ZC and 061.7045.--. At both sides a Sobinco door handle, type 822-140 with part no. 061.7230.17.

6.3.3 Anti lift pins

The door was at the hinge side provided with 3 Inox anti lift pins with part no.061.7642.

6.3.4 Brush at bottom

The door leaf was at the bottom provided with a Tribollet door brush with part no. 081.9141.04.

6.4 Hinges and lock door leaf C

6.4.1 Hinges and door spring

The door was mounted with five tripartite aluminium hinges, type Dr. Hahn (A95/521327) with part no. 65.6381.XX. The positions of the hinges 250 mm, 550 mm, 850 mm, 1750 mm and 2050 mm measured from the top of the door to the centre of the hinge. The hinges were fixed with six screw anchors with part no. 065.6600.--. The door was provided with a GEZE door spring, type TS 5000, with part no. 065.7581.14. The door spring was fixed with a supporting plate with part no. 065.7582.14 and small steel bolts M5 x 20. The measured retention force of the door spring was: 38 N.

6.4.2 Locks with handles

The door was provided with a stainless steel two point BKS safety lock, type B1838 0814 with part no. 061.7843.-- and a KABA cylinder, type KABA8 and at both sides a door handle, type B 7125 5205 with part no. 061.6433.XX. The cylinder lock was finished with a cylinder cover, type B7125 5208 with part no. 061.6433.--. The door was provided with a BKS electrical receiver, type B92430013 with part no. 061.6291.-- or BF 8075 and a lock plate, type 90001215 with part no. 061.6290 or BF 8085.


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6.4.3 Anti lift pins

The door was at the hinge side provided with 3 Inox anti lift pins with part no.061.7642.

6.4.4 Drop down seal

The door leaf was at the bottom provided with a Planet drop down seal, type MF with part no. 081.9041.00.

6.5 Aluminium frames (F and G)


The framework was constructed of aluminium profiles, type: CS 77-FP60. The aluminium profiles with part. no. 008.0125.XX.were strengthened in the corner with cleats with part no. 068.7742.00. The corners and cleats were sealed with Odice sealant with part no. 084.9021.04. Aluminium supporting profiles with part no.008.0428.XX were screwed onto part no. 008.0125.XX with screws with part no. 052.5329.--, with dimensions 4.2 x 50 mm (DIN 7982), each 300 mm. The extruded aluminium profiles with an outer and an inner tube were thermal separated by glass fibre reinforced polyamide strips with part. no. 000.0891.04 and 000.0892.04

6.5.2 Coolmax filling

All the profiles were filled with rectangular shaped Kerafix Coolmax strips to fill the area in the aluminium profiles. There are different sets of Coolmax filling used with the part no. 087.9520.--, 087.9521.-- ,087.9522.--, 087.9529.—and 087.9530. For the dimensions of these profile types see figure 12b.

6.6 Side panel (B) and transom panels (D and E)


The right door-/frame construction was extended with a side panel. The framework of the side panel was constructed of aluminium profiles, type: CS 77-FP60. The aluminium profiles with part no. 008.0125.XX. were strengthened in the corners with cleats with part no. 068.7742.00. The corners and cleats were sealed with Odice sealant with part no. 084.9021.04.

6.6.2 Pilkington glazing side panel (B)

The side panel was provided with Pilkington glass, type Pyrostop® 60-101 with a thickness of 23 mm, dimensions 2274 x 880 mm. (w x h) The glass pane with a surface of 2.0 m2 had a weight of 106.0 kg. The glass was fixed at the non-fire side with aluminium glazing beads with part no. 030.3614.XX.


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Both frames were provided with a transom panel. The transom panel was created with an extra aluminium T-profile between the transom panel and the door with part no. 008.0114.XX. The profile was strengthened towards the framework with T-brackets with part no. 068.8652.00 or 068.8632.00.

6.6.4 Filling, sealing and strips

The T-profiles were also filled with the same Coolmax strips. The sealing and the fixing of the transom panes was also the same as the door leaf glazing.

6.6.5 Pilkington glazing left transom panel (D)

The left transom panel was provided with Pilkington glass, type Pyrostop® 60-201 with a thickness of 27 mm, dimensions 1152 x 250 mm. (w x h) The glass pane with a surface of 0.3 m2 had a weight of 17.8 kg. The glass was fixed at the non-fire side with aluminium glazing beads with part no. 030.3613.XX.

6.6.6 Pilkington glazing right transom panel (E)

The right transom panel was provided with Pilkington glass, type Pyrostop® 60-201 with a thickness of 27 mm, dimensions 2094 x 250 mm. (w x h) The glass pane with a surface of 0.5 m2 had a weight of 32 kg. The glass was fixed at the non-fire side with aluminium glazing beads with part no. 030.3613.XX.

6.6.7 Fixing of aluminium frame

The aluminium frames were fixed to the aerated light weight concrete with hooked steel strips 25 x 2 mm (w x t). The strips were clamped onto the side of the tube profile and fixed with nails (8.0 -115) for light weight concrete, type 400539 K, with a spacing of 550 mm.

6.7 Connection and supporting profile

The two aluminium frames were coupled with a connection profile with part no. 030.0138.00 and 030.139.00. The connection profile was fixed with Inox screws, dimensions 4.2 x 60 mm (DIN 7982) with part no. 052.5328 with a spacing of 300 mm. At the fire and the non-fire side both frames were also strengthened with a supporting profile, to avoid the deflection of the frame, with part no. 030.1096.00 The profiles were fixed with screws 6.3 x 70 mm (DIN 7981/912) with a spacing of 300 mm and with part no. 053.5373.--., see figure 4. The profile was finished with a cover profile with part no. 030.1097.XX.

6.8 Test frame and supporting construction

6.8.1 Test frame

The test frame was constructed of a concrete frame, with internal dimensions of 4000 x 3000 mm (w x h). The width of the test frame was 250 mm.


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6.8.2 Supporting construction

In the test frame two aerated concrete piers were erected with a density of 675 kg/m3. The aperture for the door construction was approximately 1396 x 2353 mm (w x h).

6.9 Method of assembly

The door-/frame constructions are assembled in the following order: − positioning of the aluminium frames complete with door leaf; − fixing of the frames with the help of hooked profiles; − applying of the phenolic glazing supporting blocks at the bottom, the glazing clipses

and the EPDM sealing profiles at the fire side in the aluminium frame; − mounting of the panes and securing with the glazing clipses; − mounting of the glazing beads at the non-fire side; − applying of the EPDM sealing profiles at the non-fire side.

7 Sampling and manufacturing of the construction

Efectis Nederland BV Centre for Fire Safety

- Concrete test frame; - Delivery of aerated concrete stones; - Masonry supporting construction.

Reynaers Aluminium NV/SA - Fabrication of door-/frame constructions; - Assemblage of the construction.

Gluske - Cooling material for the profiles. Pilkington - Glass. BCCA Belgium - Check and sampling of the components.

8 Mode of testing

8.1 Verification of the specimen

The materials and components used were inspected during assembly on the basis of the supplied drawings and data. Efectis was not involved in the selection of the test specimen. BCCA (Brussels, Belgium) was involved with the production control and sampling of the components of the specimen described in sampling report SAM08-0630.

8.2 Conditioning

From the moment of assembly until the fire test the construction was stored in the laboratory of Efectis Nederland BV with the following conditions: − ambient temperature: 20 ± 5°C. − relative humidity: 50 ± 10 %.


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8.3 Density and moisture content

Table 1: Density and moisture content Material Density [kg/m3] Moisture [%]

Aerated concrete 675 1,6 Coolmax 1200 5,8

Mineral wool 36 0,5

8.4 Pre test-conditioning

8.4.1 Operability test Prior to the commencement of the test the door construction was checked for operability, to open the door 25 times from fully closed to fully open position (90°) by hand and closed with the help of the door spring.

8.4.2 Shake down conditioning The door construction has gone through an open and close cycle because the door was provided with a friable core. The shake down test with a cycle of 5000 times was performed according to standard EN 1191 but with a 50% increase in reference velocity. Table 2: Pre test-conditioning

Test conditions of the two doors Cycles 25 times manually 5000 times pneumatically

Opening time 5 3 Closing time 8 5 Cycle time 13 8

Period at rest between the cycles 4 4

8.5 Fire test

8.5.1 Test conditions The construction was non-symmetrical and positioned with the glass beads at the non-fire side and for the case,”doors pivoting towards the fire”. The fire test was carried out according to EN 1634-1:2000. This also includes that during the fire test, plate thermocouples were used to measure the gas temperatures in the furnace and the overpressure targets in the furnace for 0.5 m and 2.70 m above floor level were 0 ± 3 Pa and 18 ± 5 Pa, respectively.

8.5.2 Measurements During the heating the following data was measured and registered: Furnace conditions

- the temperatures in the furnace using 8 plate thermocouples (TPL1 to TPL8), equally spread over the heated surface;

- the pressure in the furnace (Press-0 and Press-2.7 meter).


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Specimen with door A - surface temperature of the glazing in the door (TCA1 until TCA17); - surface temperature of the door leaf frame (TCA18 until TCA27); - surface temperatures of side panel (TCB1 until TCB11); - surface temperatures of transom panel (TCD1 until TCD10); - surface temperatures of frame (TCF1 until TCF14); - radiation at 1.0 m from the door (Rad-A); - deformation of the door leaf (Def A low and Def A high).

Specimen with door C - surface temperature of the glazing in the door (TCC1 until TCC17); - surface temperature of the door leaf frame (TCC18 until TCC27); - surface temperature of the transom panel (TCE21 until TCE10); - surface temperatures of frame (TCG1 until TCF11); - radiation at 1.0 m from the door (Rad-C); - deformation of the door leaf (Def C low and Def C high).

Overall frame - deformation of the construction (DEF1 until DEF4).

Environment - air temperature in the laboratory outside the furnace (TAMB).

The positions of the thermocouples, radiation and deforming measurement are given in the figures C1a en C1b.

9 Test results

9.1 Observations during heating

After 62 minutes thermocouple TC A20 on door leaf A measured more than 202°C: Thermal insulation criterion (EI1) exceeded. After 63 minutes thermocouple TC A22 on door leaf C measured more than 202°C: Thermal insulation criterion (EI1) exceeded. After 69 minutes flames were visible longer than 10 seconds at the right top corner of door C: Integrity criterion reached. After 78 minutes flames were visible longer than 10 seconds at the right top corner of door A: Integrity criterion reached. The details of the observations are listed in appendix A. Photographs of details during assembly and the construction before, during and after the test are shown in Annexe D.

9.2 Graphs of the fire test

The test results are shown as graphs in Annexe B and C. During the heating of the specimen the ambient temperature and air velocity met the requirements of EN 1363-1: 1999.


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9.3 Uncertainty of measurement

Because of the nature of fire resistance testing and the consequent difficulty in quantifying the uncertainty of measurement of the fire resistance, it is not possible to provide a stated degree of accuracy of the result.

10 Summary

The fire resistance of a combination of two aluminium single leaf door-/frame constructions, type CS 77-FP60 in masonry of aerated light weight concrete was determined. The right door was extended with a side panel. Both doors and the side panel were provided with Pilkington glazing, Pyrostop® 60-101 and the transom panels were provided with Pilkington glazing, type Pyrostop® 60-201. The examination was performed according to EN 1634-1:2000 for the case, ”doors pivoting away from the fire”. The results are noted in the tables at the next page. Table 3: Summary of test results door-/frame A with a transom panel

Time measured from the start of the test during which the criterion based on EN 1634-1:2000.

Criterion

EN 1634-1:2000 Criterion reached or not reached

a) Integrity (E) − Cotton pad − Opening gauges − Flames > 10s

78 minutes 78 minutes 78 minutes

reached

not reached reached

b) Thermal insulation (I) − Average temperature increase − Maximum temperature increase (I1) − Maximum temperature increase (I2)


reached* reached reached*

c) Radiation (W) 78 minutes reached*

Heating was terminated after 78 minutes at the request of the sponsor. * Thermal insulation (EI2) and radiation reached due to end of integrity.


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Table 4: Summary of test results door-/frame C with a side panel and a transom panel

Heating was terminated after 78 minutes (continued for other door construction) at the request of the sponsor. * Thermal insulation (EI2) and radiation reached due to end of integrity.

11 Field of direct application and conditions

This report details the method of construction, the test conditions and the results obtained when the specific element of construction described herein was tested following the procedure outlined in EN 1363-1, and when appropriate EN 1363-2. Any significant deviation with respect to size, constructional details, load stresses, edge or end conditions other than those allowed under the field of direct application in the relevant test method is not covered by this report. The results of chapter 10 are only valid for the two combined aluminum frames with single leaf door-/frame constructions, type CS 77-FP60 provided with Pilkington Pyrostop® glazing, type 60-101 in the door leafs and the side panel and Pilkington Pyrostop® glazing, type 60-201 in the transom panels which are the same in detail as the tested structure and which comply with the following conditions:

a) frames constructed of aluminium profiles, type: CS 77-FP60; b) the profiles are filled with rectangular Coolmax cooling material with the right

dimensions; c) the number of fixings used to attach the door-/frame construction against the

supporting construction may be increased but shall not decreased and the distance between fixings may be reduced but shall not be increased;

d) the two aluminium frames are coupled with a connection profile with part no. 030.0138.00 and 030.139.00;

e) the frame are at both sides strengthened with a supporting profile with part no. 030.1096.00. The profiles are fixed with screws 5 x 70 mm with a spacing of 300 mm and with part no. 053.5373.-- and finished with a cover profile with part no. 030.1097.XX.

Time measured from the start of the test during which the criterion based on EN 1634-1:2000.

Criterion

EN 1634-1:2000 Criterion reached or not reached

a) Integrity (E) − Cotton pad − Opening gauges − Flames > 10s


reached

not reached reached

b) Thermal insulation (I) − Average temperature increase − Maximum temperature increase (I1) − Maximum temperature increase (I2)


reached* reached reached*

c) Radiation (W) 69 minutes reached*


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f) the number of any movement restrictors such as locks, latches and hinges may be increased but shall not decreased;

g) the doors are provided with five tripartite aluminium hinges, type Dr. Hahn (A95/521327) with part no. 065.6381.XX.;

h) door A is provided with a stainless steel WILKA three point safety lock, type M835 2Q58NOL with part no. 061.7303.ZC. and a Sobinco cylinder, type 880R with part no. 061.7045.--;

i) door C is provided with a stainless steel BKS two point safety lock, type B1838 0814 with part no. 061.7843.--. and a KABA cylinder, type KABA8 and at both sides a door handle, type B7125 5205 with part no. 061.6433.XX;

j) the door is provided with a BKS electrical receiver, type B92430013 with part no. 061.6291.-- or BF 8075 and a lock plate, type 90001215 with part no. 061.6290 or BF 8085;

k) the doors are provided with 3 Inox anti lift pins with part no. 061.7642.--; l) the doors will be closed by a GEZE door spring, type TS 5000, with part no.

065.7581.14 and a support plate with part no. 065.7582.14; m) door A is with a Planet drop down seal, type MF with part no. 081.9041.-- and

door C is at the bottom provided with a brush with part no. 081.9041.04 and; n) around the doors edges EPDM sealing profiles are used with part no.

080.9080.04; o) the panes are sealed with EPDM sealing profiles with part no. 080.9114.SY at

the fire side and part no. 080.9105.SY at the non-fireside; p) between the door leaf and the profiles intumescent strips, type Kerafix

Flextrem, with dimensions 45 x 2 mm with part no. 084.9027.04; q) between the glass and the profiles intumescent strips, type Kerafix Flextrem

with dimensions 35 x 2 mm with part no. 084.9025.04; r) both door leafs and the side panel are provided with Pilkington Pyrostop®

glazing, type 60-101, thickness 23 mm; and the transom panels with Pilkington Pyrostop® glazing, type 60-201, thickness 27 mm;

s) the panes are supported at two positions with glass fibre reinforced glazing blocks with a of thickness 2 or 3 mm with respectively the part no. 084.9015.-- and 084.9016.-- and with glass supports with part no. BF 7400 or 069.6550.-- at the fire side and BF 7353 or 069.6552.-- at the non-fire side.

t) the panes are secured with two types of Inox glazing clipses, the inner clip with part no. 068.6361.--, the outer clip with part no. 068.6365.-- or BF 7969 is fixed with a screw with part no. 052.5200.-- and fixed with glazing beads at the non-fire side.

u) the distance of the three top hinges from the top of the door shall be equal to or less than that tested;

v) the distance of the two bottom hinges from the bottom of the door shall be equal to or less than that tested;

w) the gaps of the door should be no greater than the maximum value specified; x) constructed in a wall of aerated light weight concrete with a thickness of at

least 150 mm and a density of 675 kg/m3; y) because a paint finish is not expected to contribute to the fire resistance, it is

allowed to add a alternative paint at the surface of the aluminum construction.

In view of clause 13.3.2 of the European standard EN 1634-1 a door can be increased when a category B result is obtained. According to the standard it is allowed with this category B result to increase the door leaf. Size increase is permitted up to:


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− 15% height; − 15% width; − 20% area. With the following conditions: − height of lock and door handle ( above floor level):

• at least the same as tested and • tested height increased with percentage of enlarged door;

− the distance of the top hinge to the top of door the same as the examined construction;

− the distance of the bottom hinge to the bottom of door the same as the examined construction.

A.J. Lock P.W.M. Kortekaas

This report is issued by Efectis Nederland BV (previously TNO Centre for Fire Research). Efectis Nederland BV and her sister company Efectis France are full subsidiaries of Efectis Holding SAS since 1 January 2008, in which the Dutch TNO and the French CTICM participate. The activities of the TNO Centre for Fire Research were privatized in Efectis Nederland BV since 1st July 2006. This is in response to international developments and requests by customers. In order to be able to give a better answer to the customer’s request and offer a more comprehensive service of high quality and a wider range of facilities, the international collaboration has been further expanded. This is done with highly experienced partners in fire safety in Norway (Sintef-NBL), Spain (Afiti-Licof), Germany (IFT), USA (South West Research Institute) and China (TFRI). Further information can be found on our website.


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12 Figures

Component list (part 1) Component list (part 2) Component list (part 3) Component list (part 3) Figure 1: Dimensions of construction (left door A and right door C) Figure 2: Positions of cross-sections, anti-lift pins and door latches Figure 3: Left part cross-section A-A Figure 4: Middle part cross-section A-A with supporting profiles on both sides Figure 5: Right part cross-section A-A Figure 6: Most right part cross-section A-A Figure 7: Top part cross-section B-B Figure 8: Bottom part cross-section B-B Figure 9: Cross-section C-C Figure 10: Top and middle part cross-section D-D Figure 11: Bottom part cross-section D-D Figure 12a: Coolmax filling material for door leafs Figure 12b: Coolmax filling material for door frames Figure 13: Gaps measurements door A Figure 14: Gaps measurements door C


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Component list (part 1)



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Figure 1: Dimensions of construction (left door A and right door C)


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Figure 2: Positions of cross-sections, anti-lift pins and door latches


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Figure 3: Left part cross-section A-A


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Figure 4: Middle part cross-section A-A with supporting profiles on both sides


23 /31

Figure 5: Right part cross-section A-A


24 /31

Figure 6: Most right part cross-section A-A


25 /31

Figure 7: Top part cross-section B-B


26 /31

Figure 8: Bottom part cross-section B-B

Figure 9: Cross-section C-C


27 /31

Figure 10: Top and middle part of cross-section D-D


28 /31

Figure 11: Bottom part cross-section D-D

Figure 12a: Coolmax filling material for door leafs


29 /31

Figure 12b: Coolmax filling material for the door frames


30 /31

Figure 13: Gaps measurements door A

The gaps W2 and W3 were closed with a gasket.

Measuring point W1 [mm]

W2 * [mm] (non-fire side)

W3*[mm] (fire side)

1 12.6 5.2 5.2 2 10.9 5.1 5.0 3 11.7 5.4 5.3 4 10.1 5.5 5.2 5 9.2 5.7 5.5 6 8.8 5.2 5.4 7 7.8 5.3 5.6 8 10.1 5.1 5.4 9 10.5 5.2 5.6

10 3.5 - - 11 3.5 - - 12 3.5 - -


31 /31

Figure 14: Gaps measurements door C

The gaps W2 and W3 were closed with a gasket.

Measuring point W1 [mm]

W2 * [mm] (non-fire side)

W3* [mm] (fire side)

1 12.2 5.2 5.8 2 11.8 5.3 5.7 3 11.6 5.4 5.6 4 11.6 5.5 5.4 5 11.5 5.6 5.3 6 11.9 5.7 5.6 7 10.1 5.5 5.2 8 12.4 5.8 5.3 9 11.7 5.4 5.6 10 3.5 - - 11 6.5 - - 12 5.5 - -

Appendix A.1/2


A Observations

A.1 Observations during the test

N = Non fire side

Time [min]

Side Observation

0 Start heating 2 N Start foaming of the doors and panel B

2’30” N Foaming of transom panels 4 N Deforming of the doors 7 N Both doors and façade completely foamed 8 N Light smoke coming from the doors at the lock side

8’15” N Big crack in pier at left side of door A 8’30” N Light smoke coming from the hinge side

10 N At right side part of aerated concrete falls form the supporting wall 12 N EPDM profile of panel B partly loose and moist coming out of door A at

the right side 12’30” N Door A at top and bottom deformed towards the fire

18 N EPDM profile of door B at top side at position a loose and also EPDM profile of door A at the left side

22 N EPDM profile of panel B loose at the right (pos b)side and more smoke coming from the vertical edges of the construction

29 N Door A less deforming at the top, almost back in position 33 N Hinge side of door A deformed more towards the fire and more smoke

coming from the joint between door and frame at the top side, position c 37 N Less deforming of door A, almost back in position 40 N EPDM profile of transom panel D loose at the top at position d 41 N EPDM profile of transom panel E loose at the top, position e 43 N EPDM profile of door A loose at position f and of transom panel D and

door C at the positions d and g 45 N EPDM profile of door A loose at positions h and j 48 N More EPDM profiles of transom panel E loose at positions k and l 49 N Discolouring of door A and C 50 N Cone in door A at position m 52 N Glow between door A and frame at the top 62 Thermocouple TC A19 higher than 202°C: Thermal insulation criterion

(EI1) of door A exceeded 63 N Glow at top side of door C 63 N Thermocouple TC C22 higher than 202°C: Thermal insulation criterion

(EI1) of door C exceeded 66 N Cotton pad test near opening; no glowing OK 68 N Glow at the left side of panel C 69 N Door C flames > 10 seconds at the right top side: End of integrity reached 71 N Cotton pad test near opening of panel B

Appendix A.2/2


A.2 Position of observations during the test

Time [min]

Side Observation (continued)

73 N EPDM profile of door A fall onto the floor 74 N Door C at the top more open 76 N Door A more open at the top corner at the right side 78 N Door A flames > 10 s at the right top corner: End of integrity reached 78 N End of heating

Appendix B.1/2


B Furnace conditions

Graph B1: Furnace temperatures Graph B2: Deviation of the fire curve Graph B3: Furnace overpressure

Furnace temperatures

0

200

400

600

800

1000

1200

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

ISOmaxISOmin TPL1 TPL2 TPL3 TPL4 TPL5 TPL6 TPL7 TPL8

Project : Reynaers Aluminium 2 combined doorsProjectnbr : 2008737

Centre for Fire SafetyDate: 30/06/2008

Graph : B1

Appendix B.2/2


Devation of the fire curve

-40

-30

-20

-10

0

10

20

30

40

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Dev

atio

n fir

e cu

rve

[%] =

==>

ISO+ISO-dev_ISO



Graph : B2

Furnace overpressure

-40

-30

-20

-10

0

10

20

30

40

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Ove

rpre

ssur

e [P

a] =

==>

Press 0 Press 2.7



Graph : B3

Appendix C.1/14


C Test results

Figure C1: Positions of thermocouples, deforming and radiation Graph C2: Surface temperatures of door A (average) Graph C3: Surface temperatures of door A (EI2 inclusive DIN 4102) part 1 Graph C4: Surface temperatures of door A (EI2 inclusive DIN 4102) part 2 Graph C5: Surface temperatures of door A (EI1 inclusive DIN 4102) Graph C6: Surface temperatures of panel B (maximum) part 1 Graph C7: Surface temperatures of panel B (maximum) part 2 Graph C8: Surface temperatures of door C (average) Graph C9: Surface temperatures of door C (EI2 inclusive DIN 4102) part 1 Graph C10: Surface temperatures of door C (EI2 inclusive DIN 4102) part 2 Graph C11: Surface temperatures of door C (EI1 inclusive DIN 4102) Graph C12: Surface temperatures of transom panel D part 1 Graph C13: Surface temperatures of transom panel D part 2 Graph C14: Surface temperatures of transom panel E part 1 Graph C15: Surface temperatures of transom panel E part 2 Graph C16: Surface temperatures of door frame F part 1 Graph C17: Surface temperatures of door frame F part 2 Graph C18: Surface temperatures of door frame G part 1 Graph C19: Surface temperatures of door frame G part 2 Graph C20: Radiation at 1.0 m distance from door A Graph C21: Deformation of door A Graph C22: Deformation of door C Graph C23: Deflection of the frame construction Graph C24: Ambient air temperature

Appendix C.2/14


Figure C1a: Positions of thermocouples

Figure C1b: Positions of deformation and radiation

Appendix C.3/14


Surfacetemperature of door A (average)

0

20

40

60

80

100

120

140

160

180

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-A1 TC-A2 TC-A3 TC-A4 TC-A5



Graph : C2

Surfacetemperature of door A (EI2 inclusive DIN 4102) part 1

0

20

40

60

80

100

120

140

160

180

200

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-A6 TC-A7 TC-A8 TC-A9 TC-A10 TC-A11



Graph : C3

Appendix C.4/14



0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-A12 TC-A13 TC-A14 TC-A15 TC-A16 TC-A17



Graph : C4

Surfacetemperature of door A (EI1 inclusive DIN 4102)

0

100

200

300

400

500

600

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-A18 TC-A19 TC-A20 TC-A21 TC-A22 TC-A23 TC-A24 TC-A25 TC-A26 TC-A27



Graph : C5

Appendix C.5/14


Surfacetemperature of panel B (maximum) part 1

0

20

40

60

80

100

120

140

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-B1 TC-B2 TC-B3 TC-B4 TC-B5



Graph : C6

Surfacetemperature of panel B (maximum) part 2

0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-B6 TC-B7 TC-B8 TC-B9 TC-B10 TC-B11



Graph : C7

Appendix C.6/14


Surfacetemperature of door C (average)

0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-C1 TC-C2 TC-C3 TC-C4 TC-C5



Graph : C8

Surfacetemperature of door C (EI2 inclusive DIN 4102) part 1

0

20

40

60

80

100

120

140

160

180

200

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-C6 TC-C7 TC-C8 TC-C9 TC-C10 TC-C11



Graph : C9

Appendix C.7/14



0

20

40

60

80

100

120

140

160

180

200

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-C12 TC-C13 TC-C14 TC-C15 TC-C16 TC-C17



Graph : C10

Surfacetemperature of door C (EI1 inclusive DIN 4102)

0

50

100

150

200

250

300

350

400

450

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-C18 TC-C19 TC-C20 TC-C21 TC-C22 TC-C23 TC-C24 TC-C25 TC-C26 TC-C27



Graph : C11

Appendix C.8/14


Surfacetemperature of transom panel D part 1

0

20

40

60

80

100

120

140

160

180

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-D1 TC-D2 TC-D3 TC-D4 TC-D5



Graph : C12

Surface temperatures of transom panel D part 2

0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-D6 TC-D7 TC-D8 TC-D9 TC-D10



Graph : C13

Appendix C.9/14


Surfacetemperature of transom panel E part 1

0

20

40

60

80

100

120

140

160

180

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-E1 TC-E2 TC-E3 TC-E4 TC-E5



Graph : C14

Surfacetemperature of transom panel E part 2

0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-E6 TC-E7 TC-E8 TC-E9 TC-E10



Graph : C15

Appendix C.10/14


Surface temperatures of frame F part 1

0

50

100

150

200

250

300

350

400

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-F1 TC-F2 TC-F3 TC-F4 TC-F5 TC-F6



Graph : C16

Surface temperatures of frame F part 2

0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>

TC-F7 TC-F8 TC-F9 TC-F10 TC-F11



Graph : C17

Appendix C.11/14


Surface temperatures of frame G (part 1)

0

50

100

150

200

250

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

> TC-G1 TC-G2 TC-G3 TC-G4 TC-G5 TC-G6 TC-G7



Graph : C18

Surface temperatures of frame G (part 2)

0

50

100

150

200

250

300

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

> TC-G8 TC-G9 TC-G10 TC-G11 TC-G12 TC-G13 TC-G14



Graph : C19

Appendix C.12/14


Radiation at 1.0 m distance of 1.0 m from the doors

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Rad

iatio

n [k

W/m

2] =

==>

RAD-A RAD-C



Graph : C20

Deformation of door A

-10

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Def

orm

atio

n [m

m] =

==>

DEF-A1 DEF-A2 DEF-A3



Graph : C21

Appendix C.13/14


Deformation of door C

-10

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Def

orm

atio

n [m

m] =

==>

DEF-C1 DEF-C2 DEF-C3



Graph : C22

Deflection of the frameconstruction

0

10

20

30

40

50

60

0 10 20 30 40 50 60

Time [min] ===>

Def

orm

ing

[mm

] ===

>

DEF-F1 DEF-F2 DEF-G1 DEF-G2



Graph : C23

Appendix C.14/14


Ambient air temperature

22

22.5

23

23.5

24

24.5

25

0 10 20 30 40 50 60 70 80 90

Time [min] ===>

Tem

pera

ture

[°C

] ===

>



Graph : C24

Appendix D.1/5


D Photographs

Photo 1: Sampling mark of BCCA. Photo 2: Filling material

Photo 3: Detail of hinge Photo 4: Glazing clipses

Photo 5: Supporting profiles Photo 6: Door spring

Appendix D.2/5


Photo 7: Detail of anti lift pin

Photo 8: Detail of door lock A

Appendix D.3/5


Photo 9: Construction at the beginning of the test

Photo 10: Foaming of the glazing

Appendix D.4/5


Photo 11: Opening at bottom of door A Photo 12: Opening at top of door A

Photo 13: EPDM profile loose at top of door C

Appendix D.5/5


Photo 14: Flames in right top corner of door C after 69 minutes

Photo 15: Flames in right top corner of door A after 78 minutes

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Transcript of Efectis Nederland BV€¦ · Efectis France are full subsidiaries of Efectis Holding SAS since 1...