laboratory for firesafety - magoxx board · 2020. 2. 13. · 3 reports and test results in support...

Laboratory for Firesafety

Classification of fire resistance of a Sinhboard wall with wooden studs in accordance withEN 13501-1:2007+A1:2009

Report number YA 1694-1E-RA d.d. 12 April 2016

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Laboratory for Firesafety

Classification of fire resistance of a Sinhboard wall with wooden studs in accordance withEN 13501-1:2007+A1:2009

T h i s c l a s s i f i c a t i o n r e p o r t c o n s i s t s o f 9 p a g e s a n d a n a p p e n d i x o f 6 p a g e s a n d m a y o n l y

b e u s e d o r r e p r o d u c e d i n i t s e n t i r e t y .

peutz bv, postbus 66, 6585 zh mook, +31 24 357 07 07, [email protected], www.peutz.nl

All orders are accepted and executed according to 'De Nieuwe Regeling 2011' (The New Rules)

BTW NL004933837B01 KvK: 12028033

mook – zoetermeer – groningen – düsseldorf – dortmund – berlijn – leuven – parijs – lyon – sevilla

YA 1694-1E-RA 2

T a b l e o f c o n t e n t s

1 I n t r o d u c t i o n 4

2 D e t a i l s o f t h e c l a s s i f i e d s y s t e m 5

2 . 1 G e n e r a l 5

2 . 2 P r o d u c t d e s c r i p t i o n 5

3 R e p o r t s a n d t e s t r e s u l t s i n s u p p o r t o f t h e c l a s s i f i c a t i o n 6

3 . 1 U s e d r e p o r t s 6

3 . 2 T e s t r e s u l t s 6

4 C l a s s i f i c a t i o n a n d f i e l d o f a p p l i c a t i o n 7

4 . 1 R e f e r e n c e o f c l a s s i f i c a t i o n 7

4 . 2 C l a s s i f i c a t i o n 7

4 . 3 F i e l d o f a p p l i c a t i o n 7

5 L i m i t a t i o n s 9

YA 1694-1E-RA 3

1 I n t r o d u c t i o n

This classification report defines the fire resistance classification assigned to a Sinhboard

wall with wooden studs. The system was tested in the Peutz Laboratory for Fire Safety at

Mook using the standard heating curve and in accordance with the procedures given in

EN 13501-2:2007+A1:2009.

For performing the testing and classification, the Laboratory for Fire Safety is

recognized by the ''Stichting Raad voor Accreditatie'' (RvA).

The RvA is member of the EA MLA (EA MLA: European Accreditation Organisation

MultiLateral Agreement: http://www.european-accreditation.org).

EA: “Certificates and reports issued by bodies accredited by MLA and MRA members are

considered to have the same degree of credibility, and are accepted in MLA and MRA

countries.”

YA 1694-1E-RA 4

2 D e t a i l s o f t h e c l a s s i f i e d s y s t e m

2.1 G e n e r a l

The element, a Sinhboard wall with wooden studs, is defined as a non-loadbearing wall.

2.2 P r o d u c t d e s c r i p t i o n

The element, a Sinhboard with wooden studs, is fully described in the test report listed in

table 3.1.

The tested element consists of vertical wooden studs and horizontal wooden profiles. The

wooden studs and profiles have been mounted to the testing frame with nail plugs (6x60

mm). On both sides of the vertical wooden studs and horizontal wooden profiles a 150 mm

wide strip of Sinhboard (6 mm) has been mounted with drywall screws (3,5x35 mm). The

cavity has been filled with rock wool (Rockwool RW210, 70 mm). A second layer of Sinhboard

(9 mm) has been mounted on both sides with drywall screws (3,5x55 mm). Finally the

construction has been finished with Nullifire FS 703 at the bottom, fixed edge and top.

YA 1694-1E-RA 5

3 R e p o r t s a n d t e s t r e s u l t s i n s u p p o r t o f t h e

c l a s s i f i c a t i o n

3.1 U s e d r e p o r t s

An overview of the used reports is given in Table 3.1.

t3.1 Used reports

Name of

laboratory

Name of sponsor Reports reference number and date Used methods

Peutz bv Withindia BV Test report Y 1694-1E-RA-001 dated 12-04-2016 EN 1363-1:2012

EN 1363-2:1999

EN 1364-1:2015

The client has stated that the provided reports may be used for this classification report.

3.2 T e s t r e s u l t s

The summary of the test results achieved is shown in Table 3.2.

t3.2 Test results

Test standard Parameter Subcriterion Result

EN 1363-1:212 Integrity (E)

EN 1364-1:2015 − Cotton pad 95 min*

− Gap gauges 95 min*

− Sustained flaming 95 min*

Thermal insulation (I)

− Average temperature rise 91 min

− Maximum temperature rise 85 min

The test was finished after 95 minutes in consultation with the sponsor. After finishing the

test, the criteria marked with a '*' where not reached yet.

The maximum temperature after a test duration of 90 minutes is approximately 240 ºC.

Therefore in accordance with EN 1363-2:1999 the radiation emitted from the specimen will

be less than 15 kW/m2, since the maximum temperature is less than 300 ºC.

YA 1694-1E-RA 6

4 C l a s s i f i c a t i o n a n d f i e l d o f a p p l i c a t i o n

4.1 R e f e r e n c e o f c l a s s i f i c a t i o n

This classification has been carried out in accordance with Clause 7.5.2 of

EN 13501-2:2007+A1:2009.

4.2 C l a s s i f i c a t i o n

The element, a Sinhboard wall with wooden studs, is classified according to the following

combinations of performance parameters and classes as appropriate.

Fire resistance classification

EI 60 EW 90 E 90

4.3 F i e l d o f a p p l i c a t i o n

The results of the fire test are directly applicable to similar constructions where one or more

of the changes listed below are made and the construction continues to comply with the

appropriate design code for its stiffness and stability.

Construction

– decrease in height;

– increase in the thickness of the wall;

– increase in the thickness of component materials;

– decrease in linear dimensions of boards or panels but not thickness;

– decrease in stud spacing;

– decrease in distance of fixing centres;

– increase in the number of horizontal joints, of the type tested;

– increase in the number of vertical joints, of the type tested;

– horizontal and/or vertical joints, of the type tested.

Width

The specimen has been tested with a nominal wide of 3 m and a free edge, so an identical

construction with an increased width may be applied.

YA 1694-1E-RA 7

Height

Since the specimen is tested with a height of 3 m and the deflection perpendicular to the

wall after 90 minutes test duration was less than 100 mm the construction may be applied to

a height of 4 m, provided that the expansion possibilities are increased proportionally.

YA 1694-1E-RA 8

5 L i m i t a t i o n s

This classification document does not represent type approval of certification of this

product.

Mook,

Ir. J.J. Mertens

Head of Laboratory for Fire Safety

Ing. D.J. den Boer

Management

This report contains 9 pages and 1 appendix:

Appendix 1 Drawings (6 pages).

YA 1694-1E-RA 9

concrete edge (testing frame)

steel profile (testing frame)

ELEVATION TEST WALL

Sinhboard panelSinhboard panel free edge

Appendix 1 Drawings

YA 16941ERA 1.1

timber profile(pine, 38x70mm)

WALL COMPOSITION:

- 9mm Sinhboard.

- 150mm wide strips of Sinhboard (6mm) fastened individually to

timber studs and profiles.

- Timber studs and profiles 38x70mm

- Rockwool 210 panel 70mm thick.

- 150mm wide strips of Sinhboard (6mm) fastened individually to

timber studs and profiles.

- 9mm Sinhboard.

GENERAL:

Sinhboard mounted with drywall screws TN of sufficient length.

(3,5x35mm screws in strips and 3,5x55mm screws in panels)

Distance between screws smaller than 250mm centre to centre

EDGES TESTING FRAME:

top & bottom edge:

- elastic fire resistant silicone adhesive, Nullifire FS 703,

adhered to front and back

- Knauf sealing tape 2x30mm wide

left side edge:

- elastic fire resistant silicone adhesive, Nullifire FS 703,

adhered to front and back

- Knauf sealing tape 2x30mm wide

right side (with a free edge of 20mm):

- cavity filled with Rockwool 211 squeezed between stud and

concrete edge.

GENERAL

Timber frame is mounted to the testing frame with nail plugs,

6x60mm.

Nail plugs along top and bottom edges are positioned between

400 and 500mm apart (centre to centre).

Nail plugs along side edges are positioned max. 1m apart, a

minimum of 3 plugs.

HORIZONTAL SECTION

ELEVATION VERTICAL SECTION

timber profile

(pine, 38x70mm)

tim

be

r stu

d

(pin

e,

38

x7

0m

m)

timber profile(pine, 38x70mm)

tim

be

r stu

d(p

ine

, 3

8x7

0m

m)

Appendix 1 Drawings

YA 16941ERA 1.2

timber stud (pine, 70x38mm)

screwed into concrete edge of

testing frame

6mm strips Sinhboard, 150mm wide

Knauf sealing tape 2x30mm wide

9mm Sinhboard

Rockwool 210 insulation

fire resistant silicone adhesive,

Nullifire FS 703

Appendix 1 Drawings

YA 16941ERA 1.3

Rockwool 211 squeezed between

stud and concrete edge.

free edge

6mm strip Sinhboard, 150mm wide

9mm Sinhboard



9mm Sinhboard




Appendix 1 Drawings

YA 16941ERA 1.4



9mm Sinhboard

timber profile (pine, 70x38mm)


testing frame



Nullifire FS 703

Appendix 1 Drawings

YA 16941ERA 1.5



testing frame

9mm Sinhboard



9mm Sinhboard



Nullifire FS 703



Appendix 1 Drawings

YA 16941ERA 1.6

1 Introduction2 Details of the classified system2.1 General2.2 Product description

3 Reports and test results in support of the classification3.1 Used reports3.2 Test results

4 Classification and field of application 4.1 Reference of classification4.2 Classification4.3 Field of application

5 Limitations

laboratory for firesafety - magoxx board · 2020. 2. 13. · 3 reports and test results in support...

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