03301 Polygamous glued construction facings ORDEXAL ZLB

 

The set of catalogue sheets Valid from 01.07.2004 Version ČSN EN 13501-2

(R)EI 15 - 180

03

03301

 

Caution: these pages serve only for the first information about material for designers and investors, they are solved in one uniform chart and they don't pose pretentions on perfections. Other basis or details can be found out in our technical office. Data written in this list agree with by this time publicated data and obtained experience of J.SEIDL a spol.., s.r.o. Supplier is not in charge of applications done out of frame here given tests and certifications - operations of fire fighting applications with product mentioned in this list without written authorisation of producer or author are prohibited.

 

Product Catalogue Sheet

Polygamous glued construction facings
ORDEXAL ZLB

 

A. Performance data

Polygamous system of glued facings for reinforced concrete construction based on mineral felt slabs, guyed by fireproof mastic sealant and metal couplers. The basis is ORSIL PYRO slabs made by molten mass pulping from mixture of basalt, blast-furnace slag and diabase and furthermore fireproof dispersing adhesive. The slabs do not contain either asbestos fibers or halogen derivatives.

Appearance: The facings are without any additional surface finishing from light brown color to grey-green color with geometric screen on the surface. Commissures and joints are agglutinated with different colored mastic. The slab surface is without any additional coating porous.

Surface finishing: : In virtue of customer special demand, the final facing surface can be unified in color with a special stone paint, provided in basic white color. If case of need of other color shades - by agreement. The surface can be alternatively covered with float finish or gunite plaster on glass gauze.

 

B. Application

The system is designed for concrete or reinforced concrete bearing and non-load-bearing structures firefighting protection in accordance with with ČSN 73 0802 and ČSN 73 0804 and with related norms and it is possible to achieve the reinforced concrete structures fire resistance within the limits R(EI)15 to R(EI)180 D1 according to ČSN EN 13501-2. The slabs are provided with hydrophobic preparation.

Facings are suitable for: For industrial environment with industrial atmosphere to 4th degree, for industrial and storage areas and for all ordinarily heated and heatless interiors. Facings constantly lag protected structure (heat leaks), bearing elements do not burden, crackle and they tolerate even shakes and dynamic shocks of protected structure. At the same time they insure even sound deading and improve thermal insulating features. Surface-finished facing can be exposed outdoors.

Facings are not suitable for:Slabs must not be exposed to dripping or flowing water without any additional surface finishing, maximum permissible permanent relative air humidity is 85%.

 

C. Certificates

• Certificate AO 216 PAVUS No. C-0149/216/§5/2004 of 14.5.2004
• Structural -engineering attestation No. S-0149/216/§5/2004 of 14.5.2004
• Classification Protocol No.PK2-16-04-002-C-0
• Declaration of Conformity by course of law 22/97 and Vl. ordination 163/2002
• and set of other protocols and certificates included in The Certification Protocol

 

D. Delivery terms:

Supply and fix is provided exclusively by J.SEIDL & spol.,s.r.o. company, where is possible to apply all your requirements, eventually companies that own the written license from J. SEIDL& spol.,s.r.o. company for using the industrial rights for this solution. Any legal malice and industrial law breaking will be prosecuted.

 

E. Durability life

When facings are used according to point B and when all specified technological procedures are kept, facings fulfill the regulations of § 47 s. 1, Building Act.

 

F. Fire-technical characteristics

Firefighting facings ORDEXAL were examined by accredited testing station PAVÚS - Veselí n.L. and certificated AO 216, Prague

On the basis of above mentioned examinations, calculations, expertise and inspection reports, this organization made The Protocol about Classification where are stated proven levels of fire resistance for particular applications depending on structure and protected structural members. By virtue of these data, it is possible to apply the polygamous system of glued facings for:

Construction	Fire resistance according to ČSN EN 13501-2
Concrete poles, min. 180 x 180 mm, min. main armature cover 20 μm	R 15 - R 180
Reinforced concrete pillars, min. width 80 mm, min. main armature cover 20 μm	R 15 - R 180
Reinforced concrete pre-stressed pillars, min. main armature cover 20 μm	R 15 - R 180
Reinforced concrete rooflinings, full and cored, min. main armature cover 10 μm	REI 15 - REI180
Reinforced concrete prestressed rooflinings, full and cored, min. main armature cover 10 μm	REI 15 - REI 180
Reinforced concrete walls, protected from one or both sides, min. main armature 15 μm	REI 15 - REI 180
Rooflining from steel trapez. metal plate and concrete thickness 50 mm	REI 15 - REI 180
Partition walls made of perforated bricks high in hollows to 55 %, min. thickness 65 mm	EI 15 - EI 90
Partition walls made of perforated bricks high in hollows to 65 %, min. thickness 140 mm	EI 15 - EI 180
Rooflinigs made of ceramic slabs and breeze-blocks for steel girders, min. thickness 80 mm, with concrete lute minimum 30 mm	REI 15 - REI 180

Comments:

Cored slab width is adjudicated according to ČSN 73 0821, note 1) to table 4A and 4B
2. Slab width, where there is flameproof mass above, is possible to adjudicate according to ČSN 73 0821, note 4) to table 4A and 4B.

Basic physic-mechanical and fire-technical characteristics of panel boards, in connection with their application, are named in table No. 2.

Characteristic:	value	Characteristic:	value
Length (mm)	1000,1500	Compressibility at 5 kPa (%)	4
Width (mm)	500, 1000	Load at 10 % of compression (kPa)	162
Thickness (mm)	20 - 120	Tensile strength vertically on plane (kPa)	49
Apparent density (kg.m-3)	200	Absorbability (weight) acc. to ČSN (%)	max. 40
Thermal conductivity factor (W.m-1K-1)	0.041	Absorbability acc. to DIN within 28 days (kg.m-2)	4
Difusion resistance factor (m)	1.5	Inflammability acc. to ČSN/STN 73 0862	A1
Flame propagation acc. to ČSN 730863-PYRO (Is)	0,0	Heat passage factor* metal plate   (Wm-2K-1)	0,75
Flame propagation acc. to ČSN 730863-adhesive(Is)	25	Heat passage factor zlb** (Wm-2K-1)	0,77
Thermal resistance metal plate* R   (m2K.V-1)	1,17	Thermal resistance zlb** R (m2K.V-1)	1,13

*) Measured on trapez. Rooflining metal plate 0,8 mm, facing thickness 40 mm acc. to ČSN 73 0540:94 acc. to P0 73010 ČSN EN ISO 8990
**) Measured on reinforced concrete panel 60 mm, facing thickness 40 mm acc. to ČSN 73 0540:94 acc. to P0 73010 ČSN EN ISO 8990

Polygamous glued construction facings ORDEXAL ZLB
Rated tables

poles and pillars:

1.1.  Facing dimension ORDEXAL ZLB for protection of supporting concrete poles:

(main armature cover ³ 20 mm):

  1.2. Facing dimension ORDEXAL ZLB for protection of reinforced concrete pillars

(main armature cover ³ 20 mm):

Facing dimension ORDEXAL ZLB for protection ofprestressed reinforced concrete

(main armature cover. ³ 20 mm)

 

b) reinforced concrete rooflining and walls:

2.1. Facing dimension ORDEXAL ZLB for reinforced concrete flooring plate incl. cored slab ₁₎

(main armature cover ³ 10 mm):

Max. fire resistance: (min)	Casing thickness: (mm)	Minimum width 2) of flooring plate (mm)
REI 120	20	70
REI 180	20	90
REI 180	40	60

Comments:

1)Cored slab width is adjudicated according to ČSN 73 0821, note 1) to table 4A and 4B.

2)Slab width, where there is flameproof mass above, is possible to adjudicate according to ČSN 73 0821, note 4) to table 4A and 4B,

 

2.2. Facing dimension ORDEXAL ZLB for prestressed reinforced concrete cored slabs incl. hollow panels ¹⁾

main armature cover ³ 10 mm):

Comments:

1)Cored slab width is adjudicated according to ČSN 73 0821, note 1) to table 4A and 4B.

2) It is possible to adjudicate according to ČSN 73 0821, note 4) to table 4A and 4B

 

2.3. Facing dimension ORDEXAL ZLB for supporting reinforced concrete wall during fire edgewise the facing ORDEXAL

(main armature cover ³ 15 mm):

 

2.4.Facing dimension ORDEXAL ZLB for supporting reinforced concrete wall during fire from both sides

(main armature cover ³ 15 mm):

 

c) concrete rooflining without armature with supporting trapez. metal plate:

3.1. Facing dimension ORDEXAL ZLB for protection of lower face of rooflining construction made of supporting trapez. metal plate and plain (unarmoured) concrete slab - min. 50 mm thick

 

G. Regulations and related norms

ČSN series 73 08 02, 04, 10 and other norms ČSN EN 1363-1, ČSN P ENV 13381-4; ČSN P ENV 1993-1-2, certificates, technical data and other documents and producers` materials and materials of J.Seidl & spol.,s.r.o. company.

 

H. Consultancy and advisory service for designers (customers)

J.Seidl & spol.,s.r.o. Technical office, Pražská 16, 102 21 Praha 10 - Hostivař, tel./fax: 281017363, E-mail: seidl@comp.cz; E. Vašátko, expert in "Materials in firefighting protection".