curtain walls ALUMINIUM OF MACEDONIA S.A.
An implement at your service Fully automated production ALUMINIUM OF MACEDONIA S.A. ALMACO, is a super modern aluminium extrusion and surface treatment industry (anodizing and painting) which operates under the most advanced technological stucture. The company’s installations are built on a privately owned site located 26 km north - west of Salonica. Data about the factory: ñ Land: 100.000 m2 ñ Buildings: 26.500 m2 ñ Extrusion Presses: 3 (three) ñ Production capacity: 24.000 T. ñ Anodizing line: 40.000 A ñ Three lines of Power coating: 15.000 T. Technical Support ALMACO has published a number of technical mannuals which contain detailed information of the various systems it produces and which are available upon request, at no charge. Two full-service customer offices located in Athens and Salonica respectively, provide technical support. Quality Certificates ALMACO operates under a strict quality control system, appliable in all production lines and as a result, all itãs products carry a number of international certificates and quality seals such as: 1. Quality System Certicate of Conformity ñ ELOT EN ISO 9001 ñ IQNET (INTERNATIONAL NETWORK) 2. Certificate Ü from SLV GERMANY 3. Certificates of EUROPEAN ALUMINIUM ASSOCIATION ñ QUALANOD: for Anodizing ñ QUALICOAT: for Electrostatic Painting
ISO 9001
A L U M I N I U M OF MACEDONIA S.A.
DIN 1748 DIN 1725 Al Mg Si 0.5 F22
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CURTAIN WALLS TESTING MINUTES All curtain walls AL 60 have been tested by the French recognized laboratory CEBTP (Experimental Center of Research and Studies for Building and Civil Engineering). The minutes issued by CEBTP are concerning the following tests: 単 単 単 単
Air permeability Waterproofness Wind resistance Shock resistance
Tests have been also performed on the opening frames (up hung) Testing lists are included in the end of each curtain wall system. TERMAL INSULATION All curtain wall systems AL 60 have been careffully designed to be thermal break. Thermal insulation is achieved through EPDM joints and gaskets which are installed on both the inner and the outer sides of the glazing and the aluminium sections, thus forming a protective bridge which eliminates the penetration of the weather elements.
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CONTENTS
ñCurtain wall - Face Cap Technique.....................................5 - 22 ñCurtain wall - External Fillister Technique........................23 - 32 ñCurtain wall - Structural Glazing Technique....................33 - 52 ñCurtain wall - Bowed.......................................................53 - 64 ñMullion choice charts.......................................................65 - 70 ñGlazing, joints and gaskets charts...................................71 - 74 ñAccessories assembly.......................................................75 - 82 ñAccessories and gaskets...................................................83 - 88 ñExtruded sections (profiles).............................................89 - 96
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TESTING RESULTS 1. AIR PERMEABILITY Flows are measured by using a diaphragm whose measuring rate is: - test flow meter 5 Ê 12.68 mm from 20 to 20 m3/h Pressure in Pa 50 100 150 200 300 400 500
Leakage flow Total in m3/h m3/h m2 1,67 0,18 2,42 0,27 3,30 0,36 3,98 0,44 5,11 0,57 6,27 0,70 7,04 0,78
2. WATER PROOFNESS Testing was performed by using a spraying ramp equipped of pipes with conical jet situated 40 cm apart from each other operating with nomimal water flow of 2 litres/min m2. The ramp is placed 10 cm away from the facade and is allowed to spray under the top transom of the mock - up. The jet sprays the mock - up to the whole height. The total flow of the ramp is 840 litres/h. Pressure Duration Remarks in Pa in minutes 0 15 None 50 5 » 100 5 » 150 5 » 200 5 Ditto penetration at the base of the central right mullion, right side 300 5 Ditto 400 5 Ditto and same penetration at the base of the central left mullion, right side 500 5 Ditto 600 5 » 750 5 » 1.000 5 »
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3. AIR RESISTANCE Measurement of the distortions was performed by three rulers of one hundredth (1/100) scale placed on the one hand in the one of the two central mullions and on the other hand in the intermediate transom of the central frame. Measured members
Length in m 2,53 1,50
1. Central mullion 2. Transom Pressure Proper arch in Pa in mm 1 2 0 0,0 0,0 100 0,4 0,2 500 2,0 0,5 0 1.000 4,1 1,1 0 0,1 0,1 1.500 6,1 1,8 0 2.000 8,9 2,7 0 0,1 0,2 +2.300 -2.300
Breaking
None None
Admissible Arch in mm 1/300 ďŹ = 8,43 1/300 ďŹ = 5,00
Sudden Pressure in Pa Opening Observations
None None
No observation No observation
The arch of one three - hundredths (1/300) is achieved under a pressure of 1950 Pa and a distance of 2,53 m between the support and the mullion. 4. IMPACT RESISTANCE The facade was submited in testing impact of soft body safety realized with a 50 kg sack filled with hard glass marbles. The sack falls through pendulum motion without inital velocity from a height corresponding to the energy of searched impact. When the sack is motionless it is tangential to impact. When the sack is motionless it is tangential to impact point. The difference in height of the fall is counted from this point. Testing results were as following: Elements Energy a) In the cross section of mullion with transom 900 J b) In the middle of the intermediate upper transom 900 J c) In the center of the glazing 600 J
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Results No effect No effect No effect
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TESTING RESULTS 1. AIR RERMEABILITY 1.1 Under pressure Flows are measured by using of a diaphragm whose measuring rate is: - test flow meter 4 Ê 20,56 mm from 5 to 50 m3/h. The deflection flow is transmitted to the surface of the opening frame. Pressure in Pa 50 100 150 200 300 400 500
Leakage Rate Total m3/h m3/h m2 6 2,9 8,4 4 9,9 4,8 10,8 5,2 11,3 5,4 11,5 5,5 10,7 5,2
1.2 Under depression Flows are measured by using of a diaphragm whose measuring rate is: - test flow meter 2 Ê 69,20 mm from 50 to 500 m3/h. The deflection flow is transmitted to the surface of the opening frame. Pressure in Pa 50 100 150 200 300 400 500
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Leakage Rate Total m3/h m3/h m2 12,1 5,8 26,8 12,9 45,5 22 63,2 30,5 123 59,5 195 94,2 265 128
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2. WATERPROOFNESS Testing was performed by using, a spraying ramp equipped of pipes with flat jet, each 25 cm apart from each others. The ramp is placed 15 cm away from the facade and sprays under the top transom of the mock-up The total flow in the ramp is 530 litres per hour namely one litre per minute m2. Pressure in Pa 0 50 100 150 200 300 400 500 750 1.000
Duration in min 15 5 5 5 5 5 5 5 5 5
Observations None » » » » » » » Slight penetration at the base of the central left mullion Same as above with a reduction of penetration (two to three drops)
3. AIR RESISTANCE Measurement of the distortions was performed by three rulers of one hundredth (1/100 th) placed on the one hand in the one of the two central mullions and on the other hand in the intermediate transom of the central frame. Measured element 1. Central mullion 2. Transom Pressure Total distance in Pa in mm 1 2 0 0,0 0,0 100 0,4 0,1 500 2,1 0,3 0 1.000 4,4 0,7 0 1.500 7,1 1,2 0
Length in m 2,53 1,50
Breaking
Admissible Arch in mm 1 / 300 th = 8,3 1 / 300 th = 5
Sudden pressure in Pa Opening Observations
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4. IMPACT RESISTANCE The facade was submited to testing impact of soft body safety which was realized with a 50 kg sack filled with hard glass marbles. The sack falls through pendulum like motion without initial velocity from a height corresponding to the energy of searched impact. When the sack is motionless it is tangential to impact point. The height difference of the fall is counted from this point. Testing results were as following: Elements Energy a) in the cross section of the mullion with the trasom 900 J b) in the middle of the intermediate top transom 900 J c) in the center of the glazing panel 600 J
Results No effect No effect No effect
5. CLASSIFICATION OF THE OPENING FRAME The up hung window frame which is integrated with the curtain wall obtains the following classifications according to the standards NF P 20 -302. Air Permeability Waterproofness Air resistance
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Under Pressure A3 EE VE
Under depression A1 Without object VE
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TESTING RESULTS 1. AIR PERMEABILITY 1.1 TESTING UNDER PRESSURE Flows are measured by using a flow meter which is equipped with a PITOT tube whose measuring rate is: - flow meter Ê 10 from 0 to 10 m3/h - flow meter Ê 32 from 10 to 100 m3/h Pressure in Pa 50 100 150 200 300 400 500
Total m3/h 2,54 4,1 4,9 6,1 7,4 8,5 9,1
Leakage rate m3/h m2 1,16 1,8 2,2 2,7 3,3 3,8 4,1
m3/h ml 0,4 0,6 0,8 1 1,2 1,4 1,5
1.2 TESTING UNDER DEPRESSION Flows are measured by using a flow meter which is euipped with a PITOT tube whose measuring rate is: - flow meter Ê 10 from 0 to 10 m3/h - flow meter Ê 32 from 10 to 100 m3/h Pressure in Pa 50 100 150 200 300 400 500
Total m3/h 1,5 3,5 5,2 5,6 49,6 92,6 109,7
Leakage rate m3/h m2 0,6 1,6 2,4 2,5 22,6 42,3 50,1
m3/h ml 0,2 0,5 0,8 0,8 7,6 14,2 16,8
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3. AIR RESISTANCE 3.1 TESTING UNDER PRESSURE Measurement of the distortions is taken by three rulers of on tenth (1/10th). Measured member 1. Vertical mullion opening 2. 3. Edge of insulating glazing
Pressure Same arch in Pa in mm 1 2 3 0 0 100 0,05 200 1,56 300 1,70 400 1,80 500 2,00 0 0 550 600 700 750 800 900 950 1000 1,80 1.050 1.150 1.200 1.450 0
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Length in m 1,46
Admissible arch 1/200th under 500 Pa: 7,30 1/200th under 500 Pa: 1/150th under 1000 Pa: 9,70
Variation of Air Permeability
Sudden Pressure in Pa Breaking Opening Observations
<10% <10% 900
<10% <10% <10%
1.000 1.100 1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 2.300
No
No
None
curtain walls ALUMINIUM OF MACEDONIA S.A.
3.2 TESTING UNDER DEPRESSION Measurement of the distortions is taken by three rulers of on tenth (1/10th). Measured member 1. Vertical mullion opening 2. 3. Edge of insulating glazing
Pressure Same arch in Pa in mm 1 2 3 0 0 100 0,50 200 1 300 0,85 400 1,75 500 2,45 0 0,90 550 600 700 750 800 900 950 1000 3,60 1.050 1.150 1.200 1.450 0
Length in m 1,46
Admissible arch 1/200th under 500 Pa: 7,30 1/200th under 500 Pa: 1/150th under 1000 Pa: 9,70
Air Permeability of Variation
Sudden Pressure in Pa Breaking Opening Observations
<10% <10% 900
<10% <10% <10%
1.000 1.100 1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 2.300
No
No
None
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2. WATERPROOFNESS - Water flow 1lt/min m2 - 4 plugged nozzles Pressure in Pa 0 50 100 150 200 300 400 500
Duration in min 15 5 5 5 5 5 5 5
Observations
700
5
900
5
»
1.000
5
»
1.500
5
»
No visible water penetration » » » » » » (END OF TESTING) No leakage through the assembly elements »
4. IMPACT TESTING OF SOFT BODY TESTING DESCRIPTION Dynamic testing is realized by using a sack filled with 50 kg of hard glass marbles. This sack falls through pendulum motion without initial velocity, from a height of 1,20 m and strikes perpendicularly to his level, the center of the glass panel with an energy of 600 Jules. The same testing is then realized from a height fall of 1,80 m and strikes in the middle of the horizontal mullion with an energy of 900 Jules. RESULTS - IN THE GLASS PANEL: - IN THE HORIZONTAL MULLION:
No observation Slight inclination of the mullion no dents on the mullion - CLOSING OF THE OPENING FRAME: Normal
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TESTING RESULTS 1. AIR PERMEABILITY TOTAL FACADE - Height: 2.530 mm - Width: 2.640 mm Diaphragm Diameter (mm) 20,96
38,20
}
Area: 6,70 m2
Permeability Pressure in Pa 20 40 60 100 150 200 300 400 500 600 700 800 900 1.000 1.200 1.400 1.600 1.800 2000
m3/h 0,8 1,1 1,3 1,5 1,4 1,5 3,0 4,4 5,6 6,9 7,9 8,8 9,2 9,7 12,8 14,5 17,5 27,2
m3/h/m2 0,12 0,16 0,19 0,22 0,21 0,22 0,45 0,65 0,85 1,03 1,20 1,30 1,40 1,45 1,90 2,15 2,60 4,00
m3/h/ml
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2. AIR RESISTANCE 2.1 Under pressure - Distance between points 1 and 3: 2.530 mm Pressure in Pa 100 200 300 400 500 600 700 800 900 1.000 1.100 1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 0
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Point No1 (0,01 mm) 50 75 100 125 150 173 200 220 245 268 292 313 330 350 368 387 400 426 447 472 60
Point No2 (0,01 mm) 80 160 235 320 400 485 570 645 725 800 875 958 1.033 1.105 1.180 1.258 1.333 1.410 1.490 1.567 -140
Point No3 (0,01 mm) 10 18 27 40 54 72 90 105 125 140 160 178 197 215 232 250 270 290 305 335 20
Arch (0,01 mm) 50 113 171 238 298 362 425 482 540 596 649 712 769 822 880 939 998 1.052 1.112 1.163 180
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2.2 Under depression - Distance between points 1 and 3: 2.530 mm Pressure in Pa 100 200 300 400 500 600 700 800 900 1.000 1.100 1.200 1.300 1.400 1.500
Point No1 (0,01 mm) 17 36 68 103 139 185 221 253 285 322 360 402 439 478 520
Point No2 (0,01 mm) 60 130 215 312 416 535 637 730 825 913 1.006 1.112 1.202 1.294 1.392
Point No3 (0,01 mm) 7 15 25 42 61 82 104 124 147 171 297 227 253 295 305
Arch (0,01 mm) 48 104 168 239 316 401 474 541 609 666 727 797 856 907 979
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3. WATERPROOFNESS Flow (lt/min) Testing No1
1,2 Testing No2 6,2
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Spraying time (in min)
Pressure Classification in Pa
Observations
According to the “light facade” standards Water flow : 25 metre linear of facade/hour Under pressure: 500 Pascal per hour
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500
None
According to the standards NF P 20501 15 5 5 5 5 5 5 5 5 5 5
0 50 100 150 200 300 400 500 600 700 800
None » » » » » » » » » »
mullion choice charts
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NOTES
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NOTES
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accessories assembly
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NOTES
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accessories and gaskets
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extruded sections (profiles)
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NOTES
05.1999/1000 96
ISO 9001
A L U M I N I U M
E X T R U S I O N
I N D U S -
ALUMINIUM OF
ALUMINIUM OF MACEDONIA S.A.
DIN 1748 DIN 1725 Al Mg Si 0.5 F22
Production Plant: NEA SANTA KILKIS - GREECE Tel.: 003-23410/64.320-4, Fax: 003-23410/64317 Athens Office: 27, SID. FRIZI str. (ex. Kristalli), Peristeri, 121 31 Athens - Greece Tel. 003-210/57.62.600 (6 lines), Fax: 003-210/5778493 B端ro Deutschland: Dessauer str. 7, D 71083, Herrenberg Tel.: 0049-7.032/21.992, Fax: 0049-7.032/24436
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Curtain walls