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EQUITONE [natura] - Placi fibrociment rezistente la foc clasificare A2, S1, D0

Raport test ILF - Graffity protection EQUITONE [natura] [natura] PRO

Limba: Engleza

16 afisari

Tip documentatie: Certificare produs

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Institut für Lacke und Farben e.V. Fichtestraße 29, 39112 Magdeburg Telefon: (03 91) 60 90-0, Fax: (03 91) 60 90–217 e-Mail: contact@lackinstitut.de Homepage: http//www.lackinstitut.de TEST REPORT Test Report Number: Customer: Contract-Number (customer): Contract Date: Subcontracts: Archiving: Subjects of Testing: Sample Name iLF 4-013/2006-ENG Eternit Aktiengesellschaft Frau Michaela Schneider Im Breitspiel 20 69126 Heidelberg Germany 1441007212 18.01.2006 documents are archived according to iLF’s terms and conditions specimens decorated with an anti-graffiti coating Sample Name Customer 4-013/2006/P1 non-weathered Eternit fibre cement slabs Natura Pro with an anti-graffiti coating 4-013/2006/P2 weathered Eternit fibre cement slabs Natura Pro with an anti-graffiti coating (12 months outdoor-weathered) Additional samples provided by the customer graffiti remover Rasant 031 water-based cleaner Arrow Plan Aim of Testing: Origin of the Samples: performance test of the anti-

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graffiti coating sent by customer Entry date of the Samples: non-weathered specimens on 27.01.2006 weathered specimens on 09.03.2006 14.02.2006 non-weathered specimens on 11.07.2006 weathered specimens on 22.09.06 Start of Testing: End of Testing: *) method not accredited akkreditiert nach DIN EN ISO / IEC 17025 DAC-P-0053-98-10 Institut für Lacke und Farben e.V. Fichtestraße 29, 39112 Magdeburg Telefon: (03 91) 60 90-0, Fax: (03 91) 60 90–217 e-Mail: contact@lackinstitut.de Homepage: http//www.lackinstitut.de Test Laboratory: Test Methods: Institut für Lacke und Farben e.V. Department of Analytics requested testing institute by the Gütegemeinschaft Anti-Graffiti e.V. No. 02-19-06-2000 Testing was performed according to Regelwerk für die Bewertung von Verfahren, Technologien und Materialien zur Graffitientfernung und Graffitiprophylaxe (ReGG) der Gütegemeinschaft Anti-Graffiti e.V.,Teil C, Oberflächenbildende Anti-Graffiti-Systeme, Grundprüfung, which is comprised o

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f: - colour measurements according to DIN 5033-1 - monitoring of colour differences of paints, coatings and plastics according to DIN 53236 - measurements of colour via CIELAB according to DIN 6714 - measurements of gloss via a reflectometer according to DIN 67530 - measurements of gloss at 20 °, 60 ° and 85 ° according to ISO 2813 - investigation of the surface texture (OFB) via the profile method according to DIN EN ISO 4287 and DIN EN ISO 4288*) Istruments employed: - microscope Jenavert with a high-resolution digital camera DS5M from Nikon - colorimeter LUCI 100, Dr. Bruno Lange GmbH standard light D65, 10 ° observer, geometry: d/8 ° - glossmeter micro-gloss from Byk-Gardner - profilometer Surtronic 3+ der Firma Rank Taylor Hobson Limited Number of Pages: Attachments: 18 0 *) method not accredited akkreditiert nach DIN EN ISO / IEC 17025 DAC-P-0053-98-10 Test report no: 4-013/2006-ENG ILF e.V. Page 3 from 18 Sampling and Preparation: The customer delivered 6 non-weat

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hered and 6 weathered fibre cement slabs of 20 cm x 30 cm dimensions (1 year outdoor weathered), decorated with a light colour and an anti-graffiti coating. These specimens were inspected for visible defects. It was agreed with the customer to use the graffiti remover Rasant 031 in combination with the water-based cleaner Arrow-Plan. Specimens were stored for 7 days at room climatic conditions before the „basic test“ and the „stress test“ were conducted. Testing: Durability test Testing of durability of applied anti-graffiti systems against the graffiti removers Rasant 031 and Arrow-Plan: - measurement of the initial values of gloss and surface texture on three defined areas of each specimen - deposition of the graffiti remover over a residence time of 3 hours - removal of the graffiti remover according to the technical application instructions - storage of the fibre cement slabs for 2 hours at standard climatic conditions after cleaning - measurement of gloss and surface textu

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re on three defined areas of the specimens , monitoring the changes of the characteristics Basic test - measurement of the initial values of gloss, colour and surface texture on defined test areas of the fibre cement slabs - application of 10 colorants (graffiti systems) onto defined test areas according to ReGG - storage of graffiti-decorated specimens for 7 days at standard climatic conditions - removal of the graffiti with Rasant 031 and Arrow-Plan according to the technical application instructions - storage of the specimens for 2 hours at standard climatic conditions after cleaning - monitoring of the colour differences - assessment of the „cleaning power“ with a characteristic number according to ReGG Stress test The test was performed over 15 cycles and 1 cycle is comprised of: - measurement of the initial values of gloss, colour and surface texture on defined test areas of the specimens; it is differentiated between fixed test fields and alternating test fields - applicatio

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n of 4 colorants (graffiti systems), as defined by ReGG, on to the test fields. - storage of the graffiti-decorated specimens for 24 hours at standard climatic conditions - removal of the graffiti with Rasant 031 und Arrow-Plan according to the technical application instructions Test report no: 4-013/2006-ENG ILF e.V. Page 4 from 18 - storage of the specimens for 2 hours at standard climatic conditions after cleaning - measurement of gloss, colour and surface texture on defined test fields of the fibre cement slabs, monitoring of the changes in the respective characteristic numbers - the „cleaning power“ is expressed in terms of a characteristic number as defined by ReGG Evaluation: All characteristic numbers were based on double measurements on 2 independent test fields. From these characteristic numbers for the “cleaning power” (KZ Farbe) of each colorant, the functionality parameter C can be calculated. For the basic test, the equation for the parameter C reads: 10 (5 K

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Z Farbe ( i ) ) C 2 i 1 equation (1) Farbe i: colorant defined by ReGG (graffiti systems); 10 graffiti systems are required for the “basic test” For the „stress test“ the equation to calculate the parameter C reads: 10 (5 KZ Farbe ( i ) ) C 5 i 1 equation (2) Farbe i: colorant defined by ReGG (graffiti systems); 4 graffiti systems are required for the „stress test” Test Results: A) Classification The results of the classification for the non-weathered fibre cement slabs Natura Pro are listed below. Durability test Table 1 lists the results of the durability test. No changes in gloss at 85 °geometry ( GE // 85°) were found. No changes in the roughness parameters such as Ra (arithmetic mean of the profile) and Rz (maximum height of the profile) were detected (total distance: 12,5 mm, single distance: 2,5 mm). It can be summarised that the combination of the graffiti remover Rasant 031 combined with the water-based cleaner Arrow-Plan has no negative impact on the glos

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s and the surface texture of the anti-graffiti coating. Test report no: 4-013/2006-ENG ILF e.V. Page 5 from 18 Table 1: Results of the durability test on the anti-graffiti coating with respect to the graffiti remover Rasant 031//Arrow Plan; changes of the characteristic numbers are listed. GE // 85 ° Test field no 1 Test field no 2 Test field no 3 Ra [µm] -0,2 -0,2 -0,4 Rz [µm] 0,0 0,1 0,0 0,1 0,0 -0,1 Basic test Table 2 lists the cleaning characteristics for the 10 colorants, which is compressed into one “functionality parameter” C. Due to the high magnitude of the parameter C (C = 86,5), the performance of the Eternit fibre cement slabs Natura Pro in the basic test was assessed as EXCELLENT. Additionally, Table 2 reports the E*-values (colour differences). Those values are in line with the cleaning characteristics (KZ). Strong deviations from the initial values were found after anti-graffiti treatment of colorant 5 ( E* = 33,1), a black under body protection. The dif

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ferences in E* of 2,2 after removal of colorant 9, a pink spray coating, are fairly pronounced. Table 2: Assessment of the functionality parameter C of the non-weathered fibre cement slabs Natura Pro decorated with an anti-graffiti coating in the basic test. Coating system 1 2 3 4 5 6 7 8 9 10 Parameter C Cleaning characteristic KZ E*-value Remarks: KZ 0: KZ 0.5: KZ 1: KZ 1.5: KZ 4: 0,5 0,0 0,5 0,5 4,0 0,0 0,0 0,0 1,3 0,0 0,5 0,5 0,2 0,2 33,1 0,2 0,2 0,6 2,2 0,2 complete removal of the colorant single little dots of residual colorant dots of residual colorant, for felt pens a pale shade remains single patches of residual colorant (cleaning > 90 %) little impact on the surface by the cleaning procedure (cleaning < 30 %) Differences in colour ( E*) were assessed as follows: Differences up to 0,2 not visible 0,2 – 0,5 very small 0,5 – 1,5 small 1,5 – 3,0 pronounced 3,0 – 6,0 very pronounced 6,0 – 12,0 strong above 12,0 very strong 86,5 Test r

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eport no: 4-013/2006-ENG ILF e.V. Page 6 from 18 Stress test Table 3 lists the cleaning characteristics for 4 colorants (FM) on fixed test fields and alternating test fields after each cleaning cycle (15 cycles in total). Parameter C for the functionality, calculated according to equation 2, is reported as well. Table 3: Cleaning characteristics KZ and functionality parameter C of the non-weathered fibre cement slabs, decorated with an anti-graffiti coating, after the stress test (15 cycles). Fixed field FM7 FM8 FM9 Alternating field FM10 start with start with start with start with FM7 FM8 FM9 FM10 C cycle Characteristic number KZ C (fixed Characteristic number KZ (alternating field) field) 1 0,00 0,00 2,50 0,00 87,50 0,00 0,00 0,00 0,00 100,00 2 0,00 0,00 2,00 0,00 90,00 0,00 2,00 0,00 0,00 90,00 3 0,00 0,00 2,00 2,00 80,00 1,00 1,00 0,00 0,25 88,75 4 0,00 0,25 0,25 1,25 91,25 1,25 0,50 0,25 2,00 80,00 5 0,25 0,25 2,

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00 2,00 77,50 0,25 0,25 2,50 0,25 83,75 6 0,25 0,75 2,00 0,50 82,50 0,25 1,25 0,25 0,25 90,00 7 0,50 0,50 1,25 2,00 78,75 1,25 2,00 0,25 0,50 80,00 8 0,50 0,50 1,25 0,50 86,25 0,25 0,25 0,25 0,50 93,75 9 0,25 0,50 0,50 0,50 91,25 0,25 0,25 0,50 0,50 92,50 10 0,50 0,50 0,50 0,50 90,00 0,50 0,25 0,25 0,50 92,50 11 0,50 0,50 2,00 0,50 82,50 2,00 0,25 0,00 0,50 86,25 12 0,50 0,50 2,00 0,50 82,50 0,00 0,25 0,00 0,50 96,25 13 0,50 0,50 0,50 0,50 90,00 0,00 0,25 0,00 0,50 96,25 14 0,50 0,50 0,25 0,50 91,25 0,50 0,50 0,00 0,50 92,50 15 0,50 0,50 1,00 0,50 87,50 0,75 0,50 0,50 0,50 88,75 Due to the high magnitude of C (C = 87,5) obtained from the fixed fields (C = 88,75 obtained from the alternating fields) after 15 cleaning cycles, the performance of the anti-graffiti coating during the stress test was assessed as EXCELLENT. The C-values obtained from the alternating fields wer

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e comparable and even slightly greater than those obtained from the fixed fields. After the fifth and seventh cleaning cycle during the stress test the performance of the anti-graffiti systems was assessed as EXCELLENT (75 < parameter C > 80, fixed field). Table 4 compiles the changes in gloss at 85 ° geometry during the stress test, Figures 1 und 2 are the corresponding graphs. The change in gloss (decrease) was found to be 2-3 gloss units (GE) when obtained from fixed fields and 1,5-2,5 gloss units (GE) when obtained from alternating fields. Test report no: 4-013/2006-ENG ILF e.V. Page 7 from 18 Table 4: Change in gloss (85 ° geometry) of the anti-graffiti coating on non-weathered fibre cement slabs during the stress test, Figures 1 and 2 are the corresponding graphs. Fixed field FM7 FM8 cycle FM9 Alternated field FM10 start with start with start with start with FM7 FM8 FM9 FM10 Change in gloss (85 °) [ GE] Change in gloss (85 °) [ GE] 1 1,5 0,4 1,3 2,2 -1

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,2 -1,1 2,1 3,2 2 0,0 1,9 0,0 -0,1 -1,4 -0,3 3,9 2,0 3 1,7 0,8 1,2 -0,4 -0,7 -0,4 1,3 0,5 4 -0,3 -3,8 -4,5 -4,1 -1,8 -4,2 -0,1 -1,0 5 0,9 -1,9 -0,8 -0,4 -1,6 -3,3 3,3 0,0 6 0,6 -0,1 -1,4 -1,2 0,3 -1,4 1,8 0,3 7 1,0 0,2 0,2 -0,6 -0,7 -1,6 1,8 -0,1 8 0,6 -1,0 -0,4 -1,7 -1,3 -2,1 1,6 0,3 9 1,3 -0,8 -1,0 -1,1 -0,5 -1,7 1,5 -0,5 10 -0,2 -1,0 -1,8 -2,1 -2,3 -2,4 0,9 -0,9 11 -1,6 -2,1 -2,8 -2,9 -2,4 -3,2 0,0 -3,4 12 -1,8 -2,3 -2,9 -2,6 -2,9 -3,0 -0,8 -1,2 13 -2,0 -2,3 -2,8 -2,7 -3,3 -3,1 1,3 -1,8 14 -2,4 -2,2 -3,3 -3,2 -2,7 -3,9 -0,5 -0,9 15 -1,6 -1,7 -3,1 -3,1 -2,1 -2,8 -0,8 -1,7 Glanzeinheiten GE // Meßgeometrie 85° 2,5 0,0 -2,5 -5,0 Wechselfeld, Beginn mit Farbmittel 7 Wechselfeld, Beginn mit Farbmittel 8 Wechselfeld, Beginn mit Farbmittel 9 Wechselfeld, Beginn mit Farbmittel 10 5,0 Glanzeinheiten GE // Meßgeometrie 85° Festfeld mit Farbmittel 7 Fest

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feld mit Farbmittel 8 Festfeld mit Farbmittel 9 Festfeld mit Farbmittel 10 5,0 2,5 0,0 -2,5 -5,0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Zyklus im Stresstest Figure 1: Change in gloss of the anti-graffiti coating on non-weathered fibre cement slabs during the stress test; fixed fields were evaluated. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Zyklus im Stresstest Figure 2: Change in gloss of the anti-graffiti coating on non-weathered fibre cement slabs during the stress test; alternated fields were evaluated. Test report no: 4-013/2006-ENG ILF e.V. Page 8 from 18 Table 5 summarises the colour changes ( E*) during the stress test, Figures 3 and 4 are the corresponding graphs. After 15 cleaning cycles, the E*-values obtained from fixed fields and alternating fields were ranged between 0,12 and 0,48, respectively. This corresponds to very little differences in colour compared to the initial values. Table 5: Evolution of the change in colour ( E*) of the anti-

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graffiti system on nonweathered fibre cement slabs during the stress test (reference: L*, a*, b* initial values). Fixed field FM7 FM8 cycle FM9 Alternating field FM10 start with start with start with start with FM7 FM8 FM9 FM10 Change in colour E* Change in colour E* 1 0,28 4,99 3,98 4,75 5,08 4,22 4,97 4,90 2 0,26 0,78 0,98 1,05 0,28 1,15 0,29 0,19 3 0,34 1,29 7,27 1,12 2,79 2,49 0,28 1,01 4 0,43 0,39 0,56 0,42 0,59 0,46 0,43 1,11 5 0,49 0,38 1,43 1,70 0,37 1,54 1,04 0,70 6 0,46 0,35 0,36 0,41 0,23 1,03 0,36 0,36 7 0,36 0,45 0,55 0,39 0,77 0,58 0,45 0,30 8 0,68 0,55 0,64 0,41 0,40 0,76 0,60 0,57 9 0,53 0,23 0,74 0,42 0,25 0,55 0,44 0,28 10 0,37 0,34 0,30 0,35 0,22 0,74 0,29 0,40 11 0,35 0,28 1,27 0,24 1,58 0,38 0,38 0,35 12 0,47 0,30 1,17 0,46 0,50 0,33 0,22 0,33 13 0,41 0,29 0,43 0,37 0,12 0,32 0,43 0,23 14 0,44 0,19 0,40 0,47 0,15 0,63 0,51 0,25

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15 0,32 0,40 0,48 0,39 0,12 0,32 0,43 0,27 10 10 Festfeld mit Farbmittel 8 Festfeld mit Farbmittel 9 Festfeld mit Farbmittel 10 Wechselfeld, Beginn mit Farbmittel 7 Wechselfeld, Beginn mit Farbmittel 8 Wechselfeld, Beginn mit Farbmittel 9 8 Wechselfeld, Beginn mit Farbmittel 10 E 6 Farbabstand Farbabstand E 8 Festfeld mit Farbmittel 7 4 2 6 4 2 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Zyklus im Stresstest Figure 3: Change in colour ( E) of the anti-graffiti coating on non-weathered test slabs during the stress test; evaluation of fixed fields. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Zyklus im Stresstest Figure 4: Change in colour ( E) of the anti-graffiti coating on non-weathered tset slabs during the stress test; evaluation of alternated fields. Test report no: 4-013/2006-ENG ILF e.V. Page 9 from 18 Table 6 lists the changes of the arithmetic mean of the profile values ( Ra) during the stress test. Figures 5 und 6 are the corre

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sponding graphs. After 15 cleaning cycles, the Ra-values obtained from fixed- and alternated fields were around 0,15 µm on average. The surface of the anti-graffiti coating became only slightly rougher during the stress test, independently of the colorant applied. This finding agrees well with the changes in gloss, which were only up to 3 gloss units (GE) maximum at 85 ° geometry. Table 6: Change in surface texture of the anti-graffiti coating on non-weathered fibre cement slabs during the stress test (the arithmetic mean of the profile Ra was assessed). Fixed field FM7 FM8 cycle FM9 Alternating field FM10 start with start with start with start with FM7 FM8 FM9 FM10 Ra [µm] Ra [µm] 1 0,0 0,1 0,0 0,0 0,0 0,0 -0,1 0,0 2 0,0 0,0 0,0 0,0 -0,1 -0,1 -0,1 0,0 3 -0,1 0,1 0,0 0,0 0,1 0,0 -0,1 0,0 4 0,0 0,1 0,0 0,1 0,0 0,0 0,0 0,0 5 0,0 0,0 0,0 0,0 0,0 -0,1 -0,2 0,0 6 0,0 0,1 0,0 0,0 0,0 0,0 -0,1 0,1 7 0,0 0,1 0,1 0,0

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0,0 0,0 -0,1 0,1 8 0,1 0,1 0,1 0,1 0,1 0,0 0,0 0,1 9 0,1 0,1 0,1 0,1 0,0 0,0 0,0 0,1 10 0,0 0,1 0,2 0,1 0,1 0,0 0,0 0,1 11 0,1 0,1 0,0 0,1 0,2 0,0 0,0 0,2 12 0,1 0,1 0,1 0,0 0,2 0,0 0,0 0,2 13 0,1 0,1 0,1 0,1 0,1 0,0 0,0 0,1 14 0,6 0,2 0,2 0,2 0,1 0,1 0,1 0,2 15 0,1 0,2 0,1 0,2 0,3 0,2 0,0 0,1 Festfeld mit Farbmittel 8 0,4 Änderg arith. Mittelw. der Profilordinaten Ra [µm] Festfeld mit Farbmittel 7 0,5 Page 10 from 18 Festfeld mit Farbmittel 10 0,3 0,2 0,1 0,0 -0,1 -0,2 1 2 3 4 5 6 7 8 9 Wechselfeld, Beginn mit Farbmittel 7 0,5 Wechselfeld, Beginn mit Farbmittel 8 Wechselfeld, Beginn mit Farbmittel 9 0,4 Festfeld mit Farbmittel 9 Änderg arith. Mittelw. der Profilordinaten Ra [µm] Test report no: 4-013/2006-ENG ILF e.V. 10 11 12 13 14 15 Wechselfeld, Beginn mit Farbmittel 10 0,3 0,2 0,1 0,0 -0,1 -0,2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Zyklus im Stresstest Figure 5: Ch