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Test report N° 12134A

Sponsor

SPRL FLEMARue Outre 46

8-7910 Anvaing

Test specimen

A sectional door.

Nature of the tests

Test concerning the tire resistance of this sectional door and its guiderails in accordance with European standards EN 1363-1: 1999 and EN1634-1: 2000.

FC1JNDIN(, MEMBER

WH/GENT NV ()!I("gl'II"'::.I\"'II','.('g-luie/ Il 1:.'H)Oli (,"11' f!l'Igi,'t: 3.!-{(JiIj l·i { .~.~',() - f; -. :1 jl1j(j ),l.~ ï 1 - e: l11ff.l(Yi\'HII1I1I~tdllj/f'l'~l'nt.IH'1

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Test report n° 12134A

ln the rooms of the laboratory and under its control, the firm SPRL FLEMA, RueOutre 46,8-7910 ANVAING, set up on 23 February and 13 March 2006, a sectionaldoor with guide rails intended for a fire resistance test, and mounted against a 150mm thick aerated concrete wall.

The test specimen was prepared in conformity with the requirements of the standardstated hereinafter.

1 DESCRIPTION OF THE TEST SPECIMEN

1.1 Name and address of the sponsor of the fire resistance test:

SPRL FLEMARue Outre 468-7910 Anvaing

1.2 Name and address of the manufacturer:

SPRL FLEMARue Outre 46

8-7910 Anvaing

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1.3 Description of the test specimen (annexes 1 to 8 inclusive):

ln the following description, ail dimensions and material properties are the nominal valuescommunicated by the sponsor.The conformity of the test specimen with these communicated values was verified by thelaboratory insofar as the structure of the test specimen and the form in which it wasdelivered allowed this verification.

Not ail the dimensions could be verified as only part of the present test specimens were

assembled in the laboratory. Under the terms of a BEN OR-A TG technical approval or someother test certificate, a representative from the Institute for Fire Safety (/.S.I.a. Ottergemsesteenweg 439 - mai/box 11, B-9000 Ghent) was present during the fabrication ofthe test specimen on 15February 2006.The measured values (MV) are only mentioned if they differ significantly from the nominalvalues (NV).ln this description, the numbers of the parts between rectangular brackets [ J refer to thenumbering in the parts legend, viz. in the legend to the drawings (annexe 8). Listed in thatlegend are the key dimensions and material properties of every element of structure.

The test specimen is a sectional door with guide rails, mounted against a 150 mmthick aerated concrete wall. The hanging and closing mechanism has been mountedon the exposed side.

1.3.1 Construction of the wall:

An aerated concrete wall [2] has been built into a concrete frame [1] having as innerdimensions 3000 mm x 3000 mm. There is an opening of 2266 mm x 2300 mm inthe wall.

1.3.2 Construction of the sectional door:

1.3.1.1 Fixed parts:

The fixed parts consist of two vertically mounted guide rails, a horizontally mountedbaffle plate and a frame formed with profiles that has been attached to the exposed sideof the aerated concrete wall.

The two vertical guide rails and their edge connections are mounted identically andconsist each of a steel angle section [3] and a guide rail [4] that have been attached toeach other in four different places by means of mounting brackets [5]. The exactattachment point is indicated in annex 3. At the bottom side the connection only consistsof a boit and nut [6]. An additional profile [7] has been used at the top side, which hasbeen attached by means of two bolts and nuts [8]. The angle section has been secured

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ta the wall every 600 mm by means of screws [9]. The distance between the anglesection and the guide rail is 4 mm at the top of the sectional door. They overlap at thebottom side.

A profile [10] has been placed next to the angle section [3]. It has been attached to theaerated concrete wall every 420 mm by means of screws [9]. Another profile [11] hasbeen placed square with this profile. This other profile has been attached to the anglesection every 300 mm by means of screws [12]. Above the opening in the wall, ahorizontal profile [10] has been screwed [9] to the wall every 420 mm. The profiles [10]form a frame around the wall opening.

The horizontally mounted baffle plate at the top of the sectional door consists of an Lshaped profile [13] that has been secured to the aerated concrete wall every 200 mm bymeans of screws [9]. The profile fits tightly against the top profile [10] of the frame.

1.3.1.2 The sectional door:

The sectional door consists of 8 panels.

The three bottom panels are mounted identically. The three middle panels aremounted identically too, but the top panel has an additional reinforcement. The twotop panels are mounted identically (with reinforcement), but each panel has adifferent wheel holder.

Dimensions of the panels:Width: 2460 mm;

Height: 300 mm;Thickness: 40 mm.

The panels consist of:a PVC casing [14] with upright spacers inside and with a tongue and grooveconnection on both longitudinal sides.a core consisting of four horizontal pinewood slats [15] provided with tongueand groove edges.an intumescent compound [16] between the four slats [15] on the one handand the casing on the other hand [14].a sheeting consisting of a bent steel plate [17] on the transversal sides of theexposed side. The three middle panels have been provided with a wider bentsteel plate [18].a strip of intumescent compound [19] on both sides between the bent steelplate and the core of the panel.

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The bottom panel is mounted identically to ail other panels, but is on the bottom sideprotected by means of a rubber sealing profile [20]. The profile consists of severalparts with varying lengths (515 mm, 625 mm, 1195 mm and 120 mm). These partshave been attached to the panel every 285 mm and at 25 mm from the far ends bymeans of screws [21]. There is a strip of intumescent compound [19] at the bottomside, between the panel and the sealing profiles.

The three top panels have a reinforcement profile [22] with a length of 2380 mm on

the exposed side. The profile has been secured to the panel every 615 mm bymeans of two bolts [23]. The bolts are covered by two coyer shells [24].The entire top side of the top panel has been covered by means of a steel profile

[25], which constitutes the baffle plate together with the horizontal steel profile [13]. Astrip of intumescent compound [19] has been placed in this angle section. The anglesection has been secured every 200 mm on top of the panel by means of roundscrews [26] and alternately every 200 mm on the front side of the panel by means offlat screws [27] in the relevant notches.

The panels have been connected to each other in three different places on theexposed side by means of hinges [28]. These hinges have been secured to thepanels by means of four bolts [23].Wheel holders [29] and [30] with a surface-mounted hinge [31] or [42] have beenmounted [32] on both far ends on the exposed side of each panel. The hinge ofthese wheel holders contains the guide roller [33] which moves in the guide rail [4].The three bottom panels have been provided with a single wheel holder [29]. Thefourth and the fifth panel have been provided with two single wheel holders [29]which have been placed next to each other. The sixth and seventh panel areidentical to the three bottom panels and the top panel has a different wheel holder[30]. The surface-mounted hinge [42] has been mounted at the height of the doublewheel holders. The other hinge [31] has been mounted at the height of the singlewheel holder.

ln addition, the bottom panel is provided with an extra guide roller and two differentcable safety devices [34] and [35]. Ali these moving parts have been secured to thepanels by means of bolts [23].

1.3.1.3 Hanqinq mechanism:

The hanging mechanism is a standard set-up and consists of a steel axis, twosprings, two cable holders and four supporting sections. It is operated by means ofan electric motor that is removed prior to the start of the test.

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Two profiles [36] have been screwed [9] to the wall [2] at 220 mm from the inside ofthe frame [1]. Two extra profiles [36] and [37] have been mounted at 1190 mm onthe one hand and 1120 mm on the other hand. An axis [38] has been fitted insidethese four profiles. A spring has been suspended on each side, between the twoprofiles [36] or [36] and [37]. The profiles [36] and [37] have been additionallysecured to the wall by means of threaded rods [39]. Cable holders [40] have beenmounted on both far ends of the steel axis. The cable [41] has been attached to thedifferent cable safety devices [34] and [35] on the one hand and to the cable holderon the other hand.

1.3.2 Openinq and closinq test of the door panels:

The sectional door was opened and closed 50 times prior to the start of the test. Theopening and closing test was carried out manually 25 times and by means of anelectric motor another 25 times.

The set-up conditions for this test are shown in the table below:

ManuallyElectrically

Number of cycles

2525

Opening time

4.55135

Closing time

5.5 s13.2 s

Cycle time

10 s26.2 sPeriod at rest between

1 s05the cycles

After the opening and closing test, no signs of damage were found on the test

specimen.

1.3.3 The qaps:

The usual gaps between the door panel and the frame were communicated to thelaboratory prior to the test. The gaps for the door are as follows:

Vertical sides: between 17 and 20 mm,

Top side: between 15 mm and 16 mm,Bottom side: between 1 and 7 mm.

The gaps of the test specimen around the door were measured after the openingand closing test. They are shown in annex 1 and in the table below.

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GapsVertical sides

14 ta 20 mm

Top side

14 to 16 mm

Bottom side

2.4 ta 6.9 mm

1.4. Drawinqs:

Annexe 1: Place of the thermocouples - observations.Annexe 2: Front view - unexposed side - gaps.Annexe 3: Front view - exposed side.Annexe 4: Horizontal section M.Annexe 5: Vertical section SB.Annexe 6: Details.Annexe 7: Details.

Annexe 8: Legend.

1.5. Trade name of the test specimen:

FLEMA.

1.6. Number of test specimens received bv the laboratorv:

One.

2 TEST PROCEDURE

2.1. Date of receipt of the materials:

23 February 2006.

2.2. Set-up dates of the test specimen:

23 February and 13 March 2006.'

2.3. Set-up conditions of the test specimen:

The sectional door with its guide rails was mounted into a 150 mm thick aeratedconcrete wall. The wall was built into a concrete fumace frame. The dimensions of

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the fumace frame are invariable despite the actions of the test specimen during thetest. The entire structure was placed against the fumace, so that it constitutes one ofthe outer walls thereof.

The sectional door was tested with the hanging mechanism in the fumace. Themotor was removed prior to the start of the test. The sectional door was not closedduring the test.

2.4. ConditioninQ requirements:

From the moment of assembly until the performance of the test, the construction was

kept in a room with a temperature of 20 ± 10°C and a relative humidity of 50 ± 20 %.

2.5. Date of the test:

17 March 2006.

2.6. Test methodoloQv:

This report contains the construction details and the boundary conditions of the testspecimen as weil as the results that were obtained per the procedure of Europeanstandards EN 1363-1: 1999 and EN 1634-1: 2000.

The sectional door was opened and closed 25 times by means of the electricmechanism and another 25 times manually prior to the start of the test, inaccordance with European standard EN 1191: 2000.

2.7. Overpressure in the fumace:

The overpressure in the fumace was 12.7 ± 3 N/m2 at a height of 2 metres, which

corresponds with a fumace pressure of 0 N/m2 at 500 mm above the bottom side ofthe sectional door.

3 OBSERVATIONS DURING THE TEST

Time inObservationsminutes 0

Start of the test.

4

Light smoke and vapour development observable between thejoints of the panels.

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5 1The smoke and vapour development decreases and is nowobservable in zone 1 only.

10 1Moderate smoke and vapour development observable in zone 1between the wall and the profile.

131 Light smoke and vapour development observable in zones 2 and 3.20 The smoke and vapour development in zones 1, 2 and 3 hasstopped.Light, yellow smoke and vapour development observable in zone 4.

24 1The smoke and vapour development has stopped in zone 4.Light smoke and vapour development observable in zone 5.

291 The sheeting of the panels swells in zones 6 and 7.43 Panel 7 (indicated in annex 1) deforms away from panel 8 in zone2.

A black discoloration of the panels is observable in zones 5 and 6.

491 Moderate smoke and vapour development observable in zone 8.50 The rise in temperature, measured by means of the mobilethermocouple, is 54°C near thermocouple n° 7.

571 The rise in temperature, measured by means of the mobilethermocouple, is 48°C near thermocouple n° 8 and 52°C nearthermocouple n° 9.An opening forms between the panel and the profile in zone 9. It isan opening of 10 mm.Moderate, yellow smoke and vapour development observable inzone 9.

601 A cotton pad, moved slowly at 3 cm from the test specimen, doesnot glow in zone 9.Moderate smoke and vapour development observable everywherearound the test specimen.

65 1The rise in temperature, measured by means of the mobilethermocouple, is 66°C in zone 9.

67 1The furnace glow is visible in zones 9 and 10.A cotton pad, moved slowly at 3 cm from the test specimen, ignitesin zone 10. There is an opening of more than 10 cm between thepanels and the profiles in zones 9 and 10.Spontaneous, continuous fiames are observable in zones 5, 6 and7.

~ End of the test.Remark: the ambient temperature during the test was 20.1 °C.

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4 MEASUREMENTS DURING THE TEST

~ warring~Qoft~~gent

The following annex shows the deformation in the indicated places in annex 1, as afunction of time.

Annex 9: of the sectional door.

The following annex shows the radiation measured at a distance of 1 m fram the testspecimen, as a function of time.

Annex 10: radiation measurement.

The following annexes show the rise in temperature of the thermocouples in theindicated places in annex 1, on the non-exposed side, as a function of time.

Annex 11: on the door.

Annex 12: average rise in temperature on the door.

Annex 13: on the door, at 25 mm fram the edge.

Annex 14: on the door, at 100 mm fram the edge.

The following annexes show the rise in temperature of the thermocouples in theindicated places in annex 1, on the exposed side, as a function of time.

Annex 15: in the middle of the door frame.

Annex 16: on the axis of the closing mechanism.

Annex 17: on the spring of the closing mechanism (TK 23 is defect after 5 minutes).

The following annexes show the temperatures of the plate thermometers as weil asthe deviation with respect to the ISO curve, as a function of time.

Annex 18: the plate thermometers in the fumace and the ISO curve.

Annex 19: admissible deviation of the mean of the plate thermometers with respectto the ISO curve.

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Annex 20: overpressure inside the fumace.

5 PHOTOGRAPHS OF THE TEST SPECIMENS BEFORE. DURING ANDAFTER THE TEST

Annexes 21 to 27 inclusive.

6 RESULTS

The test duration was 68 minutes

Observations * Exceeded

LlTm = 140°C

Not during the test.

LlTM = 180°C (~ 100 mm door edge)


LlTM = 180°C (~ 25 mm door edge)


Ignition cotton pad

67 minutes.

Spontaneous and continuous flame

67 minutes.

penetration Failing with gauge 6 mmNot during the test.

Failing with gauge 25 mm


Radiation intensity = 15 kW/m


* List of the observations which may influence the classification of the test specimen.

Any significant deviation from the key dimensions, construction details, stresses and/orboundary and end-of-test conditions which is not within the direct field of application of thetest method is not covered by this report. Because of the inherent nature of fire resistancetests and the difficulties arising therefrom as to qualifying parameter uncertainty when

measuring the fire resistance, it hasn't been possible to ascertain the degree of accuracy ofthese test results.

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7 FIELD OF DIRECT APPLICATION OF TEST RESULTS

The field of direct application of the test results for this test specimen is set forth in

paragraph 13 of European standard EN 1634-1:2000.

1 8 nEC. ?OOô Ghent,

Ing. N. DE KLERCKProject Leader

The present report consists of:

Prof. Dr. Ir. P. VANDEVELDEDirector

11 pages;27 annexes, 7 of which with photographs.

This report may only be used literally and in its entirety for advertising purposes. - Advertising copy,that makes mention of this report, is subject to our prior approval.

This document is a translation into English of the test report Nr. 12134A, originally issued in French.This translated test report has been issued under the responsibility of and checked by WFRGENT N.V.This translation is issued according to the "Interpretations of the European standard EN ISO/IEC17025: 2005" which applies to fire test laboratories, as defined in the EGOLF recommendation R4-part2.

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