SERIES W50 TECHNICAL CATALOGUE

Transcription

1 SERIES TECHNICAL CATALOGUE

2 Heat-insulated building construction Series W Catalogue cover 3 Catalogue pages Overview 4 Design Description 5 System Description 6 Installation Depths/Levels/Drainage Facilities 7 Statics Table 8 Statics Table 9 Statics Table 10 Statics Table 11 Statics Table 12 Dimensioning of Mullions and s 13 Predimensioning Table 14 Statics Predimensioning, Spar Spacing 80 cm 15 Statics Predimensioning, Spar Spacing 90 cm 16 Statics Predimensioning, Spar Spacing 100 cm 17 Statics Predimensioning, Spar Spacing 110 cm 18 Statics Predimensioning, Spar Spacing 120 cm 19 Calculation of the Thermal Conductivity Coefficient Ucw 20 Nominal Values of Thermal Conductivity Coefficient Uf 21 Profiles 22 Profiles 23 Profiles 24 Profiles 25 Profiles 26 Profiles 27 Profiles 28 Profiles 29 Profiles 30 Profiles 31 Profiles 32 Profiles 33 Profiles 34 Profiles 35 Profiles, pressure and cover profiles 36 Frame Inserts 37 Frame Inserts 38 Frame Inserts 39 Window Inserts 40 Auxiliary and connecting profiles 41 Variable angle profiles 42 Accessories 43 Accessories 44 Accessories 45 Accessories 46 Corner connectors 47 Corner connectors 48 Corner connectors 49 T-connection 50 T-connection 51 T-connection 52 T-connection 53 T-connection 54 T-connection 55 T-connection 56 T-connection 57 T-connection 58 T-connection 59 T-connection 60 T-connection 61 T-connection 62 T-connection 63 T-connection 64 T-connection 65 T-connection 66 T-connection 67 Reinforcement 68 Variable T-connection 69 Variable T-connection 70 Variable T-connection 71 Accessories 72 Accessories 73 Accessories 74 Screws 75 T-connection 76 Cutting Points 77 Drilling template 78 Drilling template 79 T-connection transom 80 Cutting point, horizontal 81 Installation of insulator PK 426 in sash area 82 Cut lengths 83 Facade connections 84 Cutting point 85 Cutting point 86 Cutting point 87 Cutting point 88 Cutting point 89 Cutting point 90 Cutting point 91 Cutting point 92 Cutting point 93 Cutting point 94 Cutting point 95 Cutting point 96 Section of A turning mode (45 o angle) 97 Section of A turning mode (60 o angle) 98 Cutting point, horizontal, below or above the window sash 99 Cutting point 100 Cutting point 101 Cutting point 102 Cutting point 103 Cutting point 104 Cutting point 105 Cutting point 106 Cutting point 107 Cutting point 108 Cutting point 109 Cutting point 110 Cutting point

3 4 Light alloy profile system for facades Design Description Facade: Thermal-insulated facade mullion-and-transom construction with disengaged transom profiles for optimum load transmission. The heat insulation, formed from the insulator profile, is integrated into the supporting inner profile over its full length by means of a special groove. Uf values to EN ISO Dimension values Uf,BW to DIN V : 2002 Dimensions*: Statics: The glazing or the installation of insert elements such as e.g. windows or doors is made with pressure profiles screwed on from the outside. With a corresponding mullion formation (half mullions), the facade can be fitted with the concealed window sash. Cover profiles in various heights and forms are available for covering the pressure profiles. Mullion and transom profiles with 50 mm visible width. Installation depths available in graduated dimensions according to statics requirements from 80 mm to 200 mm. The design conforms in its statics to DIN 4113, DIN 1005 and unconditionally to the technical guidelines of the glass industry. * The installation depths indicated in the catalogue are reference dimensions for planning. The manufactured dimensions for frame and sash profiles lie 0.4 mm above the nominal dimensions in the catalogue, the glazing bar profiles 0.2 mm April 2009

4 System Description Design Description 5 1. The visible width of the facade profiles is 50 mm. 2. The installation depths of the mullion and transom profiles are designed in graduated dimensions according to statics requirements from 80 mm to 200 mm. Half mullions and half transoms to receive D, DK and tilting sashes while maintaining the mm outside visible width in the window area by concealed, integrated ashes. 3. Room-side hollow chambers for installation of special push-in profiles for securing and connection of the mullion profiles. 4. Facade mullion-and-transom constructions with disengaged mullion profiles for transom connection and hence for optimum load transmission. Sash available with clamped and bpnded glazing. 5. The glazing or the installation of insert elements such as e.g. windows or doors is made with pressure profiles screwed on from the outside. Glazings and panels with thicknesses from 24 to 38 mm can be installed using spacers and/or gasket profiles. The use of integrated window profiles in conjunction with half mullion or half transom profiles is possible. 6. The dry glazing is performed from inside and outside with EPDM gaskets. Ventilation of the glazing rabbet from the outside is effected via special ventilation channels. 7. Draining is effected under control via drainage levels or the mullion or transom profiles. 8. All connecting and retaining parts of the facade construction are made from aluminium or stainless steel. 9. The pressure profiles are screwed on through the insulator into preformed screw channels of the mullion and transom profiles with a maximum spacing of 25 cm. 10. The pressure profiles are covered uding cover profiles in various heights and forms from 12 to 30 mm. The vertical cover profiles should stand higher than the horizontal cover profiles. 11. All profiles can be anodised or painted. 12. The heat insulation, formed from the insulator profile, is integrated into the supporting inner profile over its full length by means of a special groove. The Uf values were determined in accordance with DIN EN ISO Dimensioning values Uf, BW to DIN V : The outer cover profiles at the facade junction points have a visible width corresponding to the viewing angles. 14. The aluminium profiles extruded dimensionally to DIN EN are made of the alloy DIN 6060 (AIMgSi 0.5 F-22) in anodised quality. 15. The design conforms in its statics to DIN 4113, DIN 1005 and unconditionally to the technical guidelines of the glass industry. 16. All loads occurring must be reliably transmitted to the building. 17. The Code of Practice for the Processor in our latest main catalogue must be observed for the use and processing of our design.

5 6 Installation Depths/Levels/Drainage Installation Depths/Levels/Drainage Mullion Level 3 Level 1 Level 2 shown in reduced size Drawn rotated through 90 o Mullion, Vertical Level 3, Vertical Level 1, Horizontal Level 2 April 2009

6 Statics Table, Profile Series Statics Table 7 Mullion Level 3, Vertical Profile No.: Ix cm 4 min Wx cm 3 ex cm2 Iy cm 4 min Wy cm 3 ey cm2 AH W ,14 4,26 22,16 8,86 2,50 AH W ,53 19,39 5, ,54 2,50 AH W ,14 25,20 6,06 30,53 12,21 2,50 AH W ,04 31,53 6,99 34,71 13,88 2,50 AH W ,81 40,72 8,03 43,47 17,39 2,50 AH W ,02 58,90 9,31 56,17 22,47 2,50 AH W ,30 74,78 10,13 66,36 26,54 2,50 AH W ,89 8,17 3,81 5,25 2,41 1,30 AH W ,40 15,30 5,42 6,24 2,72 1,19 AH W ,00 26,50 7,30 7,35 3,08 1,09 AH W ,60 17,85 4,01 83,60 17,85 4,01

7 8 Statics Table, Profile Series Statics Table Level 2, Horizontal Art Nr.: Ix cm 4 min Wx cm 3 ex cm2 Iy cm 4 min Wy cm 3 ey cm2 AH W ,61 0,49 0,54 4,46 1,78 2,50 AH W ,85 1,60 1,27 8,70 3,48 2,50 AH W ,09 3,90 2,21 11,84 4,73 2,50 AH W ,07 6,43 2,92 14,84 5,99 2,50 AH W ,74 11,12 3,99 20,20 8,08 2,50 AH W ,07 18,97 5,22 25,22 10,09 2,50 AH W ,44 24,63 6, AH W ,37 30,82 7, AH W ,15 39,76 8, Level 1, Vertical Profile No.: Ix cm 4 min Wx cm 3 ex cm2 Iy cm 4 min Wy cm 3 ey cm2 AH W ,84 13,01 4,11 20,64 8,25 2,50 Mullion Adaptor for Variable Angles Profile No.: Ix cm 4 min Wx cm 3 ex cm2 Iy cm 4 min Wy cm 3 ey cm2 AH ,8731 1,545 1,21 9,0602 3,62 2,15 April 2009

8 Statics Table, Profile Series Statics Table 9, Frames, Sashes Profile No.: Ix cm 4 min Wx cm 3 ex cm2 Iy cm 4 min Wy cm 3 ey cm2 AH W ,10 8,53 3,88 5,10 2,35 1,30 AH W ,72 4,65 2,45 5,37 2,14 1,69 AH W ,22 5,99 3,62 6,11 2,97 1,44 AH ,18 2,78 2,06 48,8 9 1,23 AH ,51 3,85 2,15 50,3 9,13 1,29 AH Push-in profiles for mullions Profile No.: Ix cm 4 min Wx cm 3 ex cm2 Iy cm 4 min. Wy cm 3 ey cm 2 AH W AH W AH W AH W AH W AH AH

9 10 Statics Table, Profile Series Statics Table Pressure plate and cover profiles Profile No.: Dev. anod. [mm] Dev. elox. [mm] AH AH AH AH AH AH AH AH AH AH AH AH Pressure plate and cover profiles Profile No.: Dev. anod. [mm] Dev. elox. [mm] AH W AH W April 2009

10 Statics Table, Profile Series Statics Table 11 Connectors profiles for structural Profile No.: Dev. anod. [mm Dev. elox. [mm] AH AH AH Connectors profiles Profile No.: Dev. anod. [mm Dev. elox. [mm] AH AH AH AH AH AH AH Glass support Profile No.: Dev. anod. [mm Dev. elox. [mm] AH W AH W AH AH

11 12 Dimensioning of Mullions and s Statics Table Loading width: The loading width c1 or c2 is determined by half the fields adjacent to the mullions or transoms. Load case: A freely supported girder on two supports with trapezoidal or triangular load is assumed as the load case. The division of the load-bearing surface is effected by halving the angles. Admissible bending: The general rule is fz ul. = q/300 I (DIN 18056) The insulating glazing manufacturers regard this as the maximum bending between the support points of support spacing I, but limit the admissible bending in the partial area (bending between the supporting points of the largest part-area) to fzul. = 1/300 I = 0,8 cm. Support width 1 (cm) Mullion spacing Loading width Mullion spacing Load assumptions: (DIN 1055 Part 4) Dynamic pressure q = 0,5 kn/m 2 (height above ground = 0-8 m) Dynamic pressure q = 0,8 kn/m 2 (height above ground = 8-20 m) Dynamic pressure q = 1,1 kn/m 2 (height above ground = 20-10m) Pressure coefficient cp = 0,8 + 1/4 = 1,0 Wind pressure w = q c p (kn/m2) Material strength specifications of the Al alloy AlMgSi 0.5 F22 (DIN 4113) Minimum tensile strength β z = 22 kn/cm 2 Minimum yield strength d 0,2 = 16 kn/cm 2 Admissible strain (main load H): d zul = 95 N/mm 2 Modulus of elasticity E = 7000 kn/cm 2 Application of tables I and II For mullions or transoms of single-pane fields Example A use Table I For mullions or transoms of multi-pane fields Example Β use Table II if all the part-areas are = 240 cm in size. In Example C the largest partial area of the mullion is dimensioned as 320 cm. As this is larger than 240 cm, f zul. = 0,8 cm or fzul. = lp/ 0,8 I = 320/0,8 I = 1/400 I applies for this area. This admissible bending of 1/400 I of the partial area applies to the whole mullion length of 460cm. In order to determine the necessary inertia moment Ix, the value from Table II opposite must first be divided by 300 and then multiplied by 400. Support width 1 (cm) Support width 1 (cm) = 460 cm Support width 1 (cm) = 460 cm Mullion spacing Mullion spacing Mullion spacing Mullion spacing Mullion spacing Mullion spacing April 2009

12 Predimensioning Table 13 Table for determining the necessary inertia moments Ix req. [cm 4 ] for aluminium = (E= 7000 kn/m 2 ) Load case: Freely supported girder on two supports with trapezoidal or triangular load. The values indicated serve only for profile predimensioning and are no alternative to an examinable statics calculation. Table I Bending f = 1/300 I 0,8 cm For mullions or transoms Single-paned fields, use Table I 180 3,2 4,7 6,0 7,2 8,1 8,8 9,2 9, ,8 5,5 7,1 8,5 10,6 10,6 11,3 11, ,4 6,5 8,4 10,1 12,7 12,7 13,6 14,1 14, ,1 7,5 9,7 11,8 15,0 15,0 16,2 16,9 17, ,9 8,6 11,3 13,7 17,6 17,6 19,0 20,1 20,7 20, ,7 9,9 12,9 15,7 20,4 20,4 22,2 23,5 24,5 24, ,6 11,3 14,8 18,0 23,5 23,5 25,6 27,3 28,6 29,4 29, ,0 13,3 17,4 21,3 27,9 27,9 30,6 32,8 34,5 35,7 36, ,5 15,6 20,5 25,0 33,0 33,0 36,3 39,1 41,3 42,9 43,9 44, ,2 18,2 23,9 29,2 38,7 38,7 42,7 46,2 49,0 51,1 52,6 53, ,2 21,0 27,7 33,9 45,1 45,1 49,9 54,1 57,6 60,4 62,4 63,6 64, ,3 24,2 31,9 39,2 52,3 52,3 58,0 63,0 67,3 70,8 73,5 75,3 76, ,7 27,8 36,6 45,0 60,3 60,3 67,0 73,0 78,2 82,5 85,9 88,4 89,9 90, ,3 31,7 41,8 51,5 69,2 69,2 77,0 84,0 90,2 95,5 99, ,2 36,1 47,6 58,6 78,9 78,9 88,0 96, ,4 40,8 53,9 66,4 89,7 89, ,9 46,0 60,8 75, ,7 51,7 68,3 84, ,9 57,9 76,6 94, ,4 64,7 85, ,3 72,0 95, ,6 79, ,3 88, ,5 97, , , , , Determination of the necessary inertia moments The determination is performed in the following order: 1. Determination of support width I in cm. 2. Determination of load width c1 and c2 in cm. 3. Determination of inertia moment Ix erf. for load width c1 according to corresponding Table I or II. 4. Determination of inertia moment Ix erf. for load width c2 according to corresponding Table I or II. 5. Addition of the necessary inertia moments determined under 3 and Multiplication of the sum of the necessary inertia moments by the factorfor the wind pressure. p Conversion factors 9,4 9,2 8,8 8,1 7,2 6 4,7 3,2 180 Support width 1 (cm) Support width 1 (cm) ,7 8,5 7,1 5,5 3, ,4 6,5 4, ,7 7,5 5, ,6 5, ,9 6, , , , They are calculated for a wind pressure of 0,5 kn/m². In the case of other wind pressures, the inertia moment determined must be multiplied by the corresponding factor Height above ground 0-8m 8-20m m Dynamic pressure q 0,5 kn/m2 0,8 kn/m2 1,1 kn/m2 Pressure coefficient c p 1,0 1,0 1,0 Wind pressure w = q c p 0,5 kn/m 2 0,8 kn/m 2 1,1 kn/m 2 For mullions or transoms of multi-pane fields, use Table II if all the partareas are 240 cm in size. Factor 1,0 1,6 2,2 Table II Bending f = 1/300 I Support width I (cm) I= Support width in cm C 1 = Load width in cm C 2 = Load width in cm T p 0 d b Load width a [cm] Load width a [cm]

13 14 Statics Predimensioning, Spar Spacing 80 cm Table for determination of the necessary inertia moments Ix req. [cm 4 ] for spars or mullions of a shed roof or inclined facade of aluminium profiles (E=7000 kn/m 2 ) Load case: Freely supported girder on two supports, trapezoidal or triangular load Bending max f= 1/300* I (values in table apply for max. edge length of individual glazings = 240 cm) Typical snow load So= 0,75 kn/m 2 Dead weight g=0.47 kn/m 2 Vertical individual live load F=1kN Conversion factor for increased snow loads with roof angles up to 60 o (approx. values) For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.2 For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.4 Spar spacing = 80 cm Dynamic pressure q = 0,5 kn/m 2 (building height 0-8m) Dynamic pressure q = 0,8 kn/m 2 (building height 8-20m) Dynamic pressure q = 1,1 kn/m 2 (building height m) 80 a Roof angle 80 b Roof angle 80 c Roof angle dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o Column spasing 1(cm) Column spasing 1(cm) Column spasing 1(cm) April 2009

14 Statics Predimensioning, Spar Spacing 90 cm 15 Table for determination of the necessary inertia moments Ix req. [cm 2 ] for spars or mullions of a shed roof or inclined facade of aluminium profiles (E=7000 kn/m 2 ) Load case: Freely supported girder on two supports, trapezoidal or triangular load Bending max f= 1/300* I (values in table apply for max. edge length of individual glazings = 240 cm) Typical snow load So= 0,75 kn/m 2 Dead weight g=0.47 kn/m 2 Vertical individual live load F=1kN Conversion factor for increased snow loads with roof angles up to 60 o (approx. values) For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.2 For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.4 Spar spacing = 90 cm Dynamic pressure q = 0,5 kn/m 2 (building height 0-8m) Dynamic pressure q = 0,8 kn/m 2 (building height 8-20m) Dynamic pressure q = 1,1 kn/m 2 (building height m) 90 a Roof angle 90 b Roof angle 90 c Roof angle dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o Column spasing 1(cm) Column spasing 1(cm) Column spasing 1(cm)

15 16 Statics Predimensioning, Spar Spacing 100 cm Table for determination of the necessary inertia moments Ix req. [cm 2 ] for spars or mullions of a shed roof or inclined facade of aluminium profiles (E=7000 kn/m 2 ) Load case: Freely supported girder on two supports, trapezoidal or triangular load Bending max f= 1/300* I (values in table apply for max. edge length of individual glazings = 240 cm) Typical snow load So= 0,75 kn/m 2 Dead weight g=0.47 kn/m 2 Vertical individual live load F=1kN Conversion factor for increased snow loads with roof angles up to 60 o (approx. values) For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.2 For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.4 Spar spacing = 100 cm Dynamic pressure q = 0,5 kn/m 2 (building height 0-8m) Dynamic pressure q = 0,8 kn/m 2 (building height 8-20m) Dynamic pressure q = 1,1 kn/m 2 (building height m) 100 a Roof angle 100 b Roof angle 100 c Roof angle dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o Column spasing 1(cm) 901Column spasing 1(cm) Column spasing 1(cm) April 2009

16 Statics Predimensioning, Spar Spacing 110 cm 17 Table for determination of the necessary inertia moments Ix req. [cm 2 ] for spars or mullions of a shed roof or inclined facade of aluminium profiles (E=7000 kn/m 2 ) Load case: Freely supported girder on two supports, trapezoidal or triangular load Bending max f= 1/300* I (values in table apply for max. edge length of individual glazings = 240 cm) Typical snow load So= 0,75 kn/m 2 Dead weight g=0.47 kn/m 2 Vertical individual live load F=1kN Conversion factor for increased snow loads with roof angles up to 60 o (approx. values) For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.2 For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.4 Spar spacing = 110 cm Dynamic pressure q = 0,5 kn/m 2 (building height 0-8m) Dynamic pressure q = 0,8 kn/m 2 (building height 8-20m) Dynamic pressure q = 1,1 kn/m 2 (building height m) 110 a Roof angle 110 b Roof angle 110 c Roof angle dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o Column spasing 1(cm) 901Column spasing 1(cm) Column spasing 1(cm)

17 18 Statics Predimensioning, Spar Spacing 120 cm Table for determination of the necessary inertia moments Ix req. [cm 2 ] for spars or mullions of a shed roof or inclined facade of aluminium profiles (E=7000 kn/m 2 ) Load case: Freely supported girder on two supports, trapezoidal or triangular load Bending max f= 1/300* I (values in table apply for max. edge length of individual glazings = 240 cm) Typical snow load So= 0,75 kn/m 2 Dead weight g=0.47 kn/m 2 Vertical individual live load F=1kN Conversion factor for increased snow loads with roof angles up to 60 o (approx. values) For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.2 For typical snow load So=1,00 kn/m 2, the values in the table must be multiplied by 1.4 Spar spacing = 120 cm Dynamic pressure q = 0,5 kn/m 2 (building height 0-8m) Dynamic pressure q = 0,8 kn/m 2 (building height 8-20m) Dynamic pressure q = 1,1 kn/m 2 (building height m) 120 a Roof angle 120 b Roof angle 120 c Roof angle dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o dis25 o 30 o 35 o 40 o 45 o 50 o 55 o 60 o 70 o 80 o 90 o Column spasing 1(cm) Column spasing 1(cm) 901Column spasing 1(cm) April 2009

18 Calculation of the heat transmission coefficient Ucw 19 U cw value (CURTAIN WALLING) to pren pren defines a method for determining the heat transmission coefficient Ucw of a curtain facade system consisting of glass fillings and / or non-transparent fillings in frames or sashes. Window Frame Window The heat transmission coefficient U cw of a curtain facade system is calculated using the following equation: U cw = Σ Α g U g + ΣA p U p + ΣΑ f U f + ΣΙ g Ψ g + ΣΙ p Ψ p ΣΑ g + A f + A p A CW Area ratio of the facade module A f, A t, A m Area ratio of the profiles A g Area ratio of the glazing A p Area ratio of the filling U f, U m, U t U g U p Ψ g, Ψ p Ι g Thermal transmission coefficient of the profiles (windows, mullions, transoms) Thermal transmission coefficient of the glazing Thermal transmission coefficient of the filling Length-related heat transmission coefficient of the glazing or panel spacer Length of the visible glazing perimeter Ι p Length of the visible filling perimeter Note: The visible surfaces Ag and/or Ap are the smaller of the surfaces visible from the two sides. The total of the length lg and/or Ip is the total of the visible glazing or filling perimeter. If different lengths are visible from the two viewing sides, the larger of the two has to be used.

19 20 Nominal values of the heat transmission coefficient U f Nominal values of the heat transmission coefficient U f Fixed cross-section Mounting mullion Mullion Moving cross-sections Mullion with integrated sash, glazing bonded The illustrated Uf values of the mullion-and-transom construction W 50 Were measured according to EN : and calculated according to EN : The allowance for the influence of the facade screws has already been taken into account. Screw Ø 5,5 mm Spacing approx 250 mm Insert cross-sections April 2009

20 Mullion profiles, vertical (Level 3) Profiles AE AE AE AE ( PK 393 ) ( PK 392) ( PK 390 ) ( PK 391 ) AE Reinforcement AH Reinforcement AH AH ,00 m delivery length AH ,00 m delivery length Mullion profile Dev. anod.: 416 mm Weight: 1,85 kg/m Dev. mech.: 210 mm Ix cm 4 : 62,76 AH ,00 m delivery length AH ,00 m delivery length Mullion profile Dev. anod.: 456 mm Weight: 2,05 kg/m Dev. mech.: 250 mm Ix cm 4 : 107,53

21 22 Mullion profiles, vertical (Level 3) Profiles Matrizen und Stempel fr Stanzvorrichtung Mullion Level Einzelwerkzeug fr Stanzmaschinen 50, , Reinforcement AH Reinforcement AH ΑΗ ,00 m delivery length ΑΗ ,00 m delivery length Mullion profile Dev. anod.: 496 mm Weight: 2,22 kg/m Dev. mech.: 290 mm Ix cm 4 : 167,14 ΑΗ Mullion profile Dev. anod.: 536 mm Weight: 2,45 kg/m Dev. mech.: 330 mm Ix cm 4 : 243,04 April 2009

22 Mullion profiles, vertical (Level 3) Profiles Reinforcement AH ΑΗ Mullion profile Dev. anod.: 576 mm Weight: 2,85 kg/m Dev. mech.: 370 mm Ix cm 4 : 352,81 ΑΗ Mullion profile Dev. anod.: 616 mm (not permanently in stock) Weight: 3,60 kg/m Dev. mech.: 410 mm Ix cm 4 : 553,02

23 24 Mullion profiles, vertical (Level 3) Profiles ΑΕ ΑH ΑΗ W Illustration shows clamped glazing ΑΗ Mullion profile, vertical for sash installation Dev. anod.: 384 mm Weight: 1,53 kg/m Dev. mech.: 95 mm Ix cm 4 : 39, ΑΗ (not permanently in stock) Mullion profile Dev. anod.: 656 mm Weight: 4,23 kg/m Dev. mech.: 450 mm Ix cm 4 : 790,30 April 2009

24 Mullion profiles, vertical (Level 3) Profiles PK 426 ΑΕ PK 426 ΑΕ ΑΗ W ΑΗ W Dies and punches for punching device 50,4 Illustration shows clamped glazing 11,5 Level 3 15 ΑΗ Mullion profile, vertical for sash installation Dev. anod.: 464 mm Weight: 1,93 kg/m Dev. mech.: 135 mm Ix cm 4 : 111,40 ΑΗ Mullion profile, vertical for sash installation Dev. anod.: 544 mm Weight: 2,32 kg/m Dev. mech.: 270 mm Ix cm 4 : 249,00

25 26 Mullion corner profiles 90, vertical (Level 3) Profiles AH Mullion corner profiles 90 o Dev. anod.: 632 mm Weight: 2,85 kg/m Dev. mech.: 160 mm Ix cm 4 : 83,60 St tube 60/60 AE April 2009

26 profiles, vertical (Level 1) Profiles 27 The figures apply to a self-powered double punching machine No Dies and punches for cutting out of the mullion profiles Mullion Level 3 Dies and punches for cutting out of the mullion profiles = Dies and punches for cutting out of the mullion profiles = Level Punching tool for cutting out mullion, mounting mullion and transom profiles for use on HSP 110, Dyno 6, etc. Level AH T ,3 50, AH (not permanently in stock) profile for vertical application Dev. anod.: 354 mm Weight: 1,645 kg/m Dev. mech.: 254 mm Ix cm 4 : 55,84

27 28 profiles, horizontal (Level 2) Profiles AH ΑΗ (not permanently in stock) profile for horizontal installation Dev. anod.: 252 mm Weight: 0,69 kg/m Dev. mech.: 72 mm Ix cm 4 : 0,61 ΑΗ profile for horizontal installation Dev. anod.: 276 mm Weight: 1,06 kg/m Dev. mech.: 97 mm Ix cm 4 : 2, AH T AH T ΑΗ profile for horizontal installation Dev. anod.: 306 mm Weight: 1,20 kg/m Dev. mech.: 127 mm Ix cm 4 : 9,09 ΑΗ profile for horizontal installation Dev. anod.: 336 mm Weight: 1,36 kg/m Dev. mech.: 157 mm Ix cm 4 : 20,07 April 2009

28 Profiles profiles, horizontal (Level 2) W ΑH AH profile, horizontal for sash installation Dev. anod.: 386 mm Weight: 1,50 kg/m Dev. mech.: 95 mm Ix cm 4 : 41,10 15 PK ΑΕ T-connector with T-connector drilling template ΑH with drilling template AH T AH T AH profile for horizontal installation Dev. anod.: 385 mm Weight: 1,59 kg/m Dev. mech.: 207 mm Ix cm 4 : 50,74 AH profile for horizontal installation Dev. anod.: 426 mm Weight: 1,92 kg/m Dev. mech.: 247 mm Ix cm 4 : 101,07

29 30 profiles, horizontal (Level 2) Profiles Max. glazing weight 150 kg per glazing support 75 kg Glazing support AE from profile AH Cut length 125 mm T T AH AH AH profile for horizontal installation Dev. anod.: 466 mm Weight: 2,12 kg/m Dev. mech.:287 mm Ix cm 4 : 157,44 AH profile for horizontal installation Dev. anod.: 506 mm Weight: 2,30 kg/m Dev. mech.: 327 mm Ix cm 4 : 229,37 April 2009

30 profiles, horizontal (Level 2) Profiles AH T AH profile for horizontal installation Dev. anod.: 546 mm Weight: 2,74 kg/m Dev. mech.: 367 mm Ix cm 4 : 334,15

31 Profiles 32 Profiles Adapter frame profile W (C 35 anodised) and sash profile are screwed together after the paint treatment and assembled to form a common sash on which the glazing is then bonded by an authorised gas company AH Adapter frame profile for window sash Dev. anod.: 139 mm Weight: 0,31 kg/m (always C 35 anodised) AF UV-resistant edge bonding always required Glazing support 42 5 W Corner connector AH900-TF558 AΕ Drilling template PK 413 W AH Sash profile for bonded glazing (flush surface with fixed glazing) Dev. anod.: 241 mm Weight: 0,99 kg/m Dev. mech.: 95 mm Ix cm 4 : 13,72 AF Glazing support Corner connector AH900-TF558 AE Drilling template AE AH April 2009

32 Profiles 33 Profiles AH Mullion W AH Glazing bar, vertical above and below sash glazings Dev. anod.: 255 mm Weight: 1,060 kg/m Dev. mech.: 115 mm Ix cm 4 : 22, Sash profile for bonded glazing AH Glazing support profile for window sash (glued glazing) Dev. anod.: 54 mm Weight: 0,178 kg/m Dev. mech.: 0 mm Cut to length, 125 mm long = AE W Sash profile for bonded glazing AH Glazing support profile for window sash (clamped glazing) Dev. anod.: 124 mm Weight: 0,390 kg/m Dev. mech.: 0 mm Cut to length, 125 mm long = AE Cut to length, 125 mm long = AE AH Glazing support profile for fixed glazing horizontal half transom Dev. anod.: 94 mm Weight: 0,350 kg/m Dev. mech.: 0 mm

33 Profiles 34 Profiles 50 6 AH Pressure profile Dev. anod.: 155 mm Dev. mech: 50 mm Weight: 0,538 kg/m AH Cover profile Dev. anod.: 147 mm Dev. mech: 74 mm Weight: 0,240 kg/m AH Pressure profile Dev. anod.: 182 mm Dev. mech: 0 mm Weight: 0,410 kg/m AH Cover profile Dev. anod.: 159 mm Dev. mech: 80 mm Weight: 0,280 kg/m April 2009

34 Profiles, pressure and cover profiles Profiles ,7 AH acces. AE Cover profile Dev. anod.: 293 mm Weight: 1,340 kg/m Dev. mech: 206 mm AH Cover profile Dev. anod.: 177 mm Dev. mech: 90 mm Weight: 0,301 kg/m AH Pressure profile + not permanently in stock Dev. anod.: 248 mm Weight: 0,880 kg/m Dev. mech: 155 mm

35 36 Frame inserts, Series RG block windows for facade Profiles AH900- TF495 AH AH Frame Frame inserts inserts for for Series RG 75 Dev. Series anod.: 474 RG / 75 Weight: 1,734 k 354* mm Dev. anod.: 474 / 354* mm Dev. mech.: 104mm Dev. mech.: 104mm Weight: 1,734 kg/m AH900-TF483 Drilling template Processing, see Series RGΒ block windows Installation situation in facade April 2009

36 Frame inserts, Series RG 75 facade Profiles AE001- E/P AH Frame inserts for Series RG 75 Dev. anod.: 474 / 339* mm Weight: 1,871 kg/m Dev. mech.: 85mm AE001- E P Drilling template Processing, see Series RG RG 1210 AH

37 38 Frame inserts, Series facade Accessories AH Frame inserts for flap window Dev. anod.: 407 mm Weight: 1,488 kg/m Dev. mech.: 43 mm Installation situation in facade April 2009

38 Window inserts, Series facade Profiles AH Sash inserts for flap window Dev. anod.: 384 mm Weight: 1,681 kg/m Dev. mech.: 92 mm Ix cm 4 : 10, Installation situation in facade

39 40 Auxiliary and connecting profiles Profiles AH Spacer profile 8mm Dev. anod.: 69 mm Dev. mech.: 16 mm Weight: 0,120 kg/m AH Spacer profile 10mm Dev. anod.: 77 mm Dev. mech.: 20 mm Weight: 0,150 kg/m AH Glass support for flap window (standard cw) Dev. anod.: 54 mm Dev. mech.: 0 mm Weight: 0,178 kg/m ,7 25,3 AH Joint for glass structural Dev. anod.: 119 mm Dev. mech.: 0 mm Weight: 0,795 kg/m AH Spacer for glass structural Dev. anod.: 114 mm Dev. mech.: 0 mm Weight: 0,348 kg/m AH Spacer for glass structural Dev. anod.: 97 mm Dev. mech.: 0 mm Weight: 0,656 kg/m AH Glass support for flap window (structural cw) Dev. anod.: 83 mm Dev. mech.: 0 mm Weight: 0,261 kg/m April 2009

40 Variable angle profiles Profiles AH Column addition for variable corner Dev. anod.: 404,4 mm Weight: 1,228 kg/m Dev. mech.: 80,3 mm AH Pressure plate addition for 45 o Dev. anod.: 255,7 mm Weight: 0,794 kg/m Dev. mech.: 77 mm 34.4 AH Pressure plate addition for 60 o Dev. anod.: 217,5 mm Weight: 0,665 kg/m Dev. mech.: 57,6 mm AH Pressure plate addition for 150 o Dev. anod.: 353,7 mm Weight: 1,013 kg/m Dev. mech.: 81 mm AH Cover for pressure plate addition for 150 o Dev. anod.: 104 mm Weight: 0,163 kg/m Dev. mech.: 29 mm AH Column addition for for 150 o Dev. anod.: 83,4 mm Weight: 0,203 kg/m Dev. mech.: 11,3 mm

41 42 Profiles for accessory parts Profiles 44.8 AH Profile for reinforcement in mullion profile AH Weight: 3,20 kg/m 45.2 AH Profile for reinforcement in mullion profile AH Weight: 2,85 kg/m 45.2 AH Profile for reinforcement in mullion profile AH Weight: 2,52 kg/m AH Profile for reinforcement in mullion profile AH Weight: 2,23 kg/m AH Profile for reinforcement in mullion profile AH Weight: 1,88 kg/m 45.2 April 2009

42 Profiles for accessory parts Profiles ,4 161, ,4 44 AH Profile for reinforcement in mullion profile AH Weight: 3,921 kg/m AH Profile for reinforcement in mullion profile AH Weight: 4,317 kg/m

43 44 Profiles for accessory parts Profiles 53, , R AH T-Connector for transom AH Weight: 2,56 kg/m AH T-connector profile, variable for transom AH AH for production of inclined transoms Weight: 1,562 kg/m AE Fast connector / transom Dev. anod.: 268 mm Dimension: 40mm AH Fast connector / mullion Dev. anod.: 98 mm Weight: 0,518 kg/m April 2009

44 Profiles for accessory parts Profiles 45 AH T-Connector for transom AH AH Dev. anod.: 217 mm Weight: 1,598 kg/m AH T-Connector for transoms AH Dev. anod.: 215 mm Weight: 1,574 kg/m AH T-Connector for transoms AH Dev. anod.: 214 mm Weight: 1,561 kg/m AH Fast connector / transom Dev. anod.: 193 mm Weight: 1,307 kg/m

45 46 Profiles for accessory parts Profiles 44 AH Mounting accessory for 28 Weight: 10,357 kg/m April 2009

46 Accessories Accessories Joint sealing tape 10 x 3 mm Roll 10 m impregnated 20 W Glazing support for sash with clamped glazing 125 mm long (from profile W ) Glazing support for sash with bonded glazing 125 mm long (from profile W ) Glazing support for fixed glazing 125 mm long (from profile W ) Butyl adhesive tape Roll 30 mm double-sided Butyl adhesive tape Roll 10 mm - for the roof area Connecting foil 5±0 Width 7.5 Keder Waterstrip 1 SG tan EPDM sealing strips to DIN 7864 as facade gasket For sealing between facade elements and inner supporting structure (not water vapour-tight) Sealing strip. EPDM 150 mm wide with weatherstrip 20 m on roll Sealing strip. EPDM 250 mm wide with weatherstrip 20 m on roll Sealing strip. EPDM 300 mm wide with weatherstrip 20 m on roll Sealing strip. EPDM 330 mm wide with weatherstrip 20 m on roll Sealing strip. EPDM 500 mm wide with weatherstrip 20 m on roll SG adhesive FA for EPDM sealing strips Required adhesion surface width mm Adhesive consumption g (= approx ltr.) per running metre Tubular plastic bag (standard tubes) of 0.6 ltr (approx. 700 g) SG cleanser T for soiled surfaces (grease) Container with (approx. 850 g) CAUTION! During adhesion, the instructions and hazard warnings of the manufacturer must be strictly observed!

47 48 Glass thickness chart Glass thickness Insulator Rabbed width Inner gasket Outer gasket Torx screw 12 mm PK mm = 9 mm = 4 mm = 35 mm 14 mm PK mm = 7 mm = 4 mm = 35 mm 16 mm PK mm = 5 mm = 4 mm = 35 mm 18 mm PK mm = 3 mm = 4 mm = 35 mm 18 mm PK mm = 9 mm = 4 mm = 45 mm 20 mm PK mm = 7 mm = 4 mm = 45 mm 22 mm PK mm = 5 mm = 4 mm = 45 mm 24 mm PK mm = 3 mm = 4 mm = 45 mm 24 mm PK mm = 9 mm = 4 mm = 50 mm 26 mm PK mm = 7 mm = 4 mm = 50 mm 28 mm PK mm = 5 mm = 4 mm = 50 mm 30 mm PK mm = 3 mm = 4 mm = 50 mm 28 mm PK mm = 9 mm = 4 mm = 55 mm 30 mm PK mm = 7 mm = 4 mm = 55 mm 32 mm PK mm = 5 mm = 4 mm = 55 mm 34 mm PK mm = 3 mm = 4 mm = 55 mm Rabbet dimensions CAUTION! When using sealing washers, observe the screw length and the new screw insertion depth!! Glass thickness charts for sashes, please refer to the respective series for the sash used. Mullion drawn rotated through 90 April 2009

48 Seals ,5 AE Stop gasket EPDM, black AE Gasket for standard flap window EPDM, black AE Central Gasket, gasket external EPDM, Silicone, black grey 904 AA Gasket, external for flap window EPDM, black AE Sealing cord Gasket for structural EPDM, black EPDM, black Glazing max. 10 angle 12 7 asymmetric asymmetric 7 12 Glazing max. 10 angle AE AE AE Gasket, internal Gasket, external Gasket, internal EPDM, black EPDM, black EPDM, black AE Gasket, internal EPDM, black AE Gasket, internal EPDM, black AE Gasket, internal EPDM, black ,8 5 5 AE Gasket for structural flap window EPDM, black 4 2, , AE Gasket, internal EPDM, black AE Gasket, internal EPDM, black AE Gasket, external EPDM, black

49 50 Screws of stainless steel Screws AE Cylinder screw AE Countersunk screw AE Countersunk screw Roof window hinges for connecting pin for Τ-joints AE Fillister-head self-tapping screw AE Countersunk self-tapping screw AE Countersunk self-tapping screw with cross head with cross head with cross head 25 n3.5 AE Fillister-head self-tapping screw B3,5X25 with cross head AE Fillister-head self-tapping screw B4.2X25 with cross head AE Countersunk self-tapping screw B4.8X25 with cross head AE Fillister-head self-tapping screw B4.8X32 with cross head AE Self-tapping screw AE Fillister-head self-tapping screw AE Countersunk self-tapping screw with cross head with cross head with cross head April 2009

50 Screws 51 Ø DIN 7982 ISO Countersunk self-tapping screw B 4,8 x 9,5 with cross head AE FWB facade screw Torx T25, with special thread Ø 5,5x35mm Sealing washer with rubber coat (EPDM) for screw Ø 4,8 for pressure profiles 60 AE AE AE AE FWB facade screw FWB facade screw FWB facade screw FWB facade screw Torx T25, with special Torx T25, with special Torx T25, with special Torx T25, with special thread thread thread thread Ø 5,5x45mm Ø 5,5x50mm Ø 5,5x55mm Ø 5,5x60mm Accessories Connecting pin for the connection with slide pieces AE AE Roll pin, AI Roll pin, AI for corner joints for T-joints

51 52 Accessories Screws AE Plug decorative for AH Cut?when?use?insulator?AE use AE Fold ventilation black, for Cut?when?use?insulator?AE use Fill?with?silicone Fill?with?silicone AE Seal piece for dilatation Use?screw?AE screw 18 AE Square tube 24 April 2009

52 Accessories Accessories 53 AE (PK 390) Insulator profile 30 mm 26 Rabbet dimensions Plastic AE (PK 392) Insulator profile 26 mm Plastic 22 Rabbet dimensions AE (PK 393) Insulator profile 20 mm 16 Rabbet dimensions Plastic AE (PK 391) Insulator profile 14 mm Plastic AE (PK 79) T-profile for sealing elements Plastic In sash area with clamped glazings, sash profile W AE (PK 426) Insulating and supporting profile Plastic

53 54 Corner connectors for flap window Curtain Wall system for faades and roofs Corner connector Β A Corner connector A. AE B. ΑΑ for profile AH Connection with 5g adhesive press AT Corner connector AE for profile AH Connection with 5g adhesive Press AT April 2009

54 Corner connector Profiles Profile for pinning Corner connectors 60,2 Roll pin , Roll pin With drilling templates and Corner connector for profile Connection with 2 roll pins and 5g adhesive with drilling template and drilling template Corner connector for profile Connection with 2 roll pins and 2g adhesive with drilling template and drilling template Pressta corner connector for profile Connection with 2g adhesive Corner connector for roof window The corner connectors No.: / 605 / 635 / 645 are illustrated with the corresponding profiles. Corner connector Profiles n4 5,2 n7 Roll pin Roll pin for profile Connection with 2 roll pins and 5g adhesive Drilling template ,3 Corner connector for profile Connection with 2roll pins and 2g adhesive pinning Drilling template Alternatively: Pressta corner connector With drilling templates for profile Reinforcement angle bracket for profile Connection with 5g adhesive

55 56 Corner connector sash W (using roll pin) Corner connector Drilling template The corner connector must be installed with adhesive The cut surfaces must be sealed. Cutting length 45,4 mm Drilling template Sash cutting dimension = Distance between centres + 1 mm Reinforcement angle bracket of TF 481 in the corner area of insulating profile PK 426 Article No April 2009

56 T-connection T-connection half transom to half mullion 57 T-connector Drilling template axis profile contour drawn rotated through 90 for illustration of the line course T-connector Distance between centres Mullion profile Drilling template profile Countersink bores Mullion profile Distance between centres T-connector cutting dimension = Distance between centres +20mm If necessary: Tapered roll pin ISO x20-St (stainless steel)

57 58 Cutting point, mullion corner, vertical with 190, symmetrical Glazing bar T-connector T-connection Drilling template profile Mullion profile Glazing bar T-connector If necessary: Tapered roll pin ISO x20-St (stainless steel) contour drawn rotated through 90 for illustration of the line course contour drawn rotated through 90 for illustration of the line course profile Mullion profile T-connector Drilling template Distance between centres cutting dimension = Distance between centres +20mm April 2009

58 T-connection T-connection transom to mullion 59 Schematic view Further details on the following pages of the catalogue T-connector Mullion profile contour drawn rotated through 90 for illustration of the line course profile Drilling template T-connector cutting dimension = Distance between centres - 18mm Distance between centres

59 60 T-connection with T-connector T-connection T-connection schematic view T-connection with T-connector Butyl adhesive tape 12 x 50 mm from Article No chamber Vertical load per T-connector max. 75 kg Drilling templates for transom end No for mullion holes No for T-connector to mullion No Punching machine with die and punch for mullion No Cut to length T-connector April 2009

60 T-connection T-connection transom (Level 2) to mullion (Level 3) 61 Mullion, vertical Level 3 Mullion, vertical Level 3, Level 2, Level 2 Butyl adhesive tape of Punching machine with tool Butyl adhesive tape of , horizontal Level 2

61 62 T-connection transom (Level 2) to mullion (Level 3) Scale 1:2 T-connection April 2009

62 T-connection T-connection transom (Level 2) to mullion (Level 3) 63 Scale 1:2 W

63 64 T-connection transom (Level 2) to mullion (Level 3) Mullion T-connection of profile T-connector W to mullion W51 14 *** Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile Mullion, Level 3 Mullion of profi le, Level T-connector W to mullion W51 14 ** Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile April 2009

64 T-connection T-connection transom (Level 2) to mullion (Level 3) T-connector W to mullion W Connection with 2 roll pins screws g adhesive Mullion Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical of profi le Punching machine with die and knife Punch-out on mullion profile T-connector W to mullion W Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins Mullion Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile of profi le

65 66 T-connection T-connection transom (Level 2) to mullion (Level 3) T-connector W to mullion W Connection with 2 roll pins screws g adhesive Mullion Drilling template Bores in horizontal transom for screws and roll pins of profi le Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile T-connector W to mullion W Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins Mullion Drilling template Bores in vertical mullion for attachment of the T-connectors of profi le Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile April 2009

66 T-connection T-connection transom (Level 2) to mullion (Level 3) T-connector W to mullion W Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins Mullion Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile of profile T-connector W to mullion W Connection with 2 roll pins screws g adhesive Mullion Drilling template Bores in horizontal transom for screws and roll pins of profile Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile

67 68 T-connection transom (Level 2) to mullion (Level 3) Mullion T-connection of profile W T-connector W51 22* to mullion W51 14* Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile Mullion Level ,4 37,8 Mullion Pfosten Level 2 T-connector W51 22* to mullion W51 14* Connection with 2 roll pins screws g adhesive Drilling template Bores in horizontal transom for screws and roll pins of profile W Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile April 2009

68 T-connection T-connection transom (Level 1) to transom (Level 2) (1) 69 T-connector of profile W T-connector W to transom W ,3 13,7 65, ,6 Connection with 2 roll pins screws g adhesive Drilling template Bores in vertical transom for screws and roll pins 50.4 Lower recess only if the vertical transom is continued (2) Drilling template Bores in horizontal transom for attachment of the T-connectors 65,5 36 4,5 50,4 W vertical ,6 W horizontal T-connector of profile W , horizontal Punching machine with die and knife Punch-out on horizontal transom (2) 8,3 13,7

69 70 Rapid Connection T-connection AE Plug transom cover AH AH AH AE Plug transom cover AH AE AH AH AH AH AH AE April 2009

70 Rapid Connection T-connection W W T-connector W to mullion W51 14*** Connection with 2 screws screws plug transom cover AE g adhesive Drilling template Bores in vertical transom for screws and roll pins Drilling template Bores in horizontal transom for attachment of the T-connectors Mullion Level , horizontal Punching machine with die and knife Punch-out on horizontal transom W W (with profile W ) 22,5 T-connector W to mullion W51 14*** , Level 2 Connection with 2 screws screws plug transom cover AE g adhesive Drilling template Bores in vertical transom for screws and roll pins Drilling template Bores in horizontal transom for attachment of the T-connectors, horizontal Punching machine with die and knife Punch-out on horizontal transom

71 72 T-connection transom (Level 2) to mullion (Level 3) T-connection W W T-connector W to mullion W Connection with 2 screws screws plug transom cover AE Mullion W Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors W W Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile W W W T-connector W to mullion W Connection with 2 screws screws plug transom cover AE Drilling template Bores in horizontal transom for screws and roll pins Mullion W Drilling template Bores in vertical mullion for attachment of the T-connectors W Mullion profile, vertical Punching machine with die and knife W Punch-out on mullion profile W April 2009

72 T-connection T-connection transom (Level 2) to mullion (Level 3) ,0 27 W W T-connector W to mullion W Connection with 2 screws screws plug transom cover AE Mullion W Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors W W Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile W ,0 27 W W T-connector W to mullion W Mullion W Connection with 2 screws screws plug transom cover AE Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors W W Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile W

73 74 T-connection transom (Level 2) to mullion (Level 3) T-connection ,0 27 W W T-connector W to mullion W Connection with 2 screws screws plug transom cover AE Mullion W Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors W W Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile W ,5 27 W W T-connector W to mullion W Connection with 2 screws screws plug transom cover AE Mullion W Drilling template Bores in horizontal transom for screws and roll pins Drilling template Bores in vertical mullion for attachment of the T-connectors W W Mullion profile, vertical Punching machine with die and knife Punch-out on mullion profile W April 2009

74 Reinforcement Reinforcement, vertical butt joint mullion/mullion 75 Reinforcement Number and spacing of the bolts according to statics requirements Reinforcement for mullion W Length 300 mm as bar 6,0 m long No.: W Reinforcement for mullion W Length 300 mm as bar 6,0 m long No.: W Reinforcement for mullion W Length 300 mm as bar 6,0 m long No.: W Reinforcement for mullion W Length 300 mm as bar 6,0 m long No.: W Reinforcement for mullion W Length 300 mm as bar 6,0 m long No.: W Joint M. 1:1 Shown in reduced size

75 76 Variable T-connection Variable T-connection, transom (Level 2) to mullion (Level 3) April 2009

76 Variable T-connection Variable T-connection, transom (Level 2) to mullion (Level 3) T-connector, variable W to mullion W Mullion Connection with 3 roll pins screws g adhesive Insulator PK 390 Insulator PK 390 (level 2) Bores in the inclined transom for screws according to the angle Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion (level 3) T-connector, variable W to mullion W Mullion Connection with 3 roll pins screws g adhesive Insulator PK 390 Insulator PK 390 (level 2) Bores in the inclined transom for screws according to the angle Drilling template Bores in vertical mullion for attachment of the T-connectors Mullion (level 3)

77 78 Variable T-connection Variable T-connection, transom (level 2) to mullion (level 3) Mullion Insulator PK 390 Insulator PK 390 (level 2) T-connector, variable W To mullion W Connection with: 3 screws screw g adhesive Bores in the inclined transom for screws according to the angle Drilling template Bores in vertical mullion for attachment of the T-connector Mullion (level 3) Mullion T-connector, variable W To mullion W Connection with: 3 screws screw g adhesive Insulator PK 390 Insulator PK 390 (level 2) Bores in the inclined transom for screws according to the angle Drilling template Bores in vertical mullion for attachment of the T-connector Mullion (level 3) April 2009

78 Drilling template Drilling template Schematic view Positioning of the template on the mullion profile 79 Positioning of the template on the disengaged mullion profile Mullion profile Level 2 Mullion profile Level 2

79 80 Drilling template Schematic view Positioning of the template on the mullion profile (2) Drilling template Positioning of the template on the disengaged mullion profile (2) Mullion profile Level 2 Mullion profile Level 2 Shim April 2009

80 Τ-connection T-connection transom / half-mullion to half mullion T-connector Drilling template In order to illustrate the course of the line, the profiles are drawn rotated through 90 T-connector Drilling template Riegelprofile profiles

81 82 Cutting points Cutting point, horizontal - cutting of transom W axis Axis of the bore Glazing transom W vertical above and below sash panels W Horizontal Glazing transom W vertical above and below sash panels Cutting allowance W Horizontal Mullion W vertical In order to illustrate the course of the line, the profiles are drawn rotated through 90 o T-connector Mullion W vertical Mullion W vertical Cutting allowance = Matrix dimension + 20 mm April 2009

82 Installation of insulator Installation of insulator PK 426 in sash area (clamped glazing) 83 Corner connector from profile TF 481 Axis Notching Axis Notchings in the horizontal parts PK 426

83 Cut lengths Cutting to length Cut lengths (L) 1 Cover profile. L = A - 52 mm 1 5 Cover profile. L = A - 60 mm 5 25 Insulator profile + transom profile. L = A - 18 mm 25 PK 390 Cover profile L = A - 52 mm Cover profile L = A - 60 mm L = A - 18 mm PK 390 L = A - 18 mm Insulator profile profi le profi le Axis (A) Axis (A) 9 9 Mullion Axis (A) Axis (A) Pressure profile Axis (A) Pressure profile PK April 2009

84 Facade connections Facade connections 85 Schematic representation of various possibilities Movable bearing Movable bearing Movable bearing Fixed bearing Fixed bearing Fixed bearing Movable bearing Movable bearing Movable bearing Fixed bearing Fixed bearing Fixed bearing

85 86 Overview of cutting points Cutting points Continuous transom Level 2 Mullion, level 3 Mullion, level 3 Mullion, level 3, level 1 between the horizontal transoms, level 2 Mullion, level 3 Continuous transom Level 2 Level 2 Mullion Mullion, vertical Level 3, horizontal Level 2, vertical Level 1 April 2009

86 Cutting points Cutting point, mullion, vertical (Level 3) Further mullion profiles up to 200 mm installation depth, see profile illustrations 87 Further glazing thicknesses, see Glazing thickness chart

87 88 Cutting points Cutting point, mullion corner, vertical with 160, symmetrical contour drawn rotated through 90 for illustration of the line course CAUTION! Due to the excessive angle of the glazings, the vertical pressure profiles may only be tightened until they fulfil their sealing function and not too tightly. April 2009

88 Cutting points Cutting point, mullion corner, vertical with 190, symmetrical 89 contour drawn rotated through 90 for illustration of the line course CAUTION! Due to the excessive angle of the glazings, the vertical pressure profiles may only be tightened until they fulfil their sealing function and not too tightly.

89 90 Cutting point, transom, horizontal (Level 2) Cutting points Drainage of the transom The transom is drained via at least 2 bores (dia. 6 mm) or slots 20x5 drilled in the retaining profile and cover strip Distance max. 600 mm Distance between centres Further glazing thicknesses, see Glazing thickness chart Glazing support Nr drainage At least 2 holes Φ6 mm or slots 20x5 mm Further transom profiles in steps of 20 mm up to an installation depth of mm - see profile illustrations April 2009

90 Cutting points Cutting point, vertical, sashes with bonded glazings , AH AH ,6 8 2 AH W ,3 43, ,4

91 92 Cutting point, horizontal, sashes with bonded glazings Cutting points Horizontal cut Flgelzuschnitt = Rasterma + 1 mm Riegel W PK PK Riegel W The glazing planes in the window sash 15 and in the fi xed panel are fl ush Sash size = Grid dimension + 1mm Riegel W Riegel W W W W W W W CAUTION! Min. grid dimension = 750mm April 2009

92 Cutting points Cutting point, vertical, sashes with bonded glazings Vertical cut 93 Recess Recess Sash size = Grid dimension + 1 mm Recess 10 mm dia. for drainage Recess The glazing planes in the window sash and in the fixed panel are flush

93 94 Cutting point, horizontal, sashes with bonded glazings Cutting points W PK AE AH AA Horizontal cut AH AH AH W The glazing plane in the window sash is offset from the fixed panel! April 2009

94 Cutting points Cutting point, vertical, sashes with bonded glazings W PK 390 AE AH AA Vertical cut AA W AH AH AH W PK The glazing plane in the window sash is offset from the fixed panel!

95 96 Cutting point, horizontal, sashes with bonded glazings Cutting points Horizontal cut W51 AH AH W AH AH AH AH W AE The glazing plane in the window sash is offset from the fixed panel! April 2009

96 Cutting points Cutting point, vertical, sashes with bonded glazings 97 Vertical cut The glazing plane in the window sash is offset from the fixed panel!

97 W Section of A turning mode (45o angle) Cutting points AH AH W W ,0 50,0 44,1 AH AH W W April 2009

98 Section of A turning mode (60o angle) Cutting points 99 34,3 7,3 50,0 7,3 34,3 AH AH W W ,3 7,3 50, AH AH W W

99 100 Section of A turning mode (150o angle) Cutting points AH ,3 10,2 32 AH W April 2009

100 Cutting points Cutting point, horizontal, below or above the window sash Riegel W Horizontal cut Riegel W W Riegel W W PK PK Riegel W W W Dehn band Dehn band Vulcanised frame Vulcanised frame The glazing plane in the window sash is offset from the fixed panel!

101 102 Cutting points Cutting point, horizontal, sash/fixed glazing W Horizontal cut Mullion W W W W PK 390 PK W W The glazing plane in the window sash is offset from the fixed panel! 15 W April 2009

102 Cutting points Cutting point, horizontal, below or above the window sash PK Riegel W PK Horizontalschnitt Horizontal cut Mullion Pfosten W Riegel W Riegel W W W Riegel W Dehn band Expansion strip

103 104 Cutting points, inclined glazing Cutting points Manufacture from PK 79 Purlin of transoms Spars of mullions to meet static requirements of PK 79, 50 mm long Purlin of transoms April 2009

104 Cutting points Cutting point, frame insert, Series RG 75 block window for facade 105 Mullion Axis

105 106 Cutting point, frame insert, Series RG 75 for facade Door opening inwards Cutting points Mullion Axis April 2009

106 Cutting point, frame insert, Series RG 75 for facade Door opening outwards Cutting points 107 Mullion Axis Positioning aid for 6 mm groove, twisted and not pinned Drilling template

107 108 Cutting point, vertical facade, top Design draft Attic cover Cutting points Sealing tapes Ventilation Air inlet in mullion area Mullion Ventilation Drainage Air inlet in the transom area Mullion Sliding profile Cross section April 2009

108 Cutting point, vertical facade, top Cutting points 109 Design draft Sealing tapes Ventilation Air inlet in mullion area Mullion Back-ventilated LM cold facade Suspended ceiling Ventilation Drainage Air inlet in the transom area Mullion Sliding profile Cross section

109 110 Cutting point, vertical facade, in front of a ceiling Design draft Cutting points Mullion Finished floor level Ventilation Drainage Air inlet in the transom area Anchoring and - Quantity and - Distribution of the bolts: According to statics Mullion butt joint with reinforcement Suspended ceiling Ventilation Drainage Air inlet in the transom area Sliding profile Mullion April 2009

110 Cutting point, vertical facade, lateral Cutting points 111 Design draft Mullion Sliding profile

111 112 Cutting point, vertical facade, bottom Cutting points Horizontal cut Design draft Mullion Sliding Profile Vertical cut Sealing tape Finished floor level Ventilation Drainage Air inlet in the mullion area Ventilation Drainage Air inlet in the mullion area April 2009

112 Cutting point, vertical facade, bottom Cutting points 113 Horizontal cut Mullion Design draft Vertical cut L profile Sealing tape Finished floor level Ventilation Drainage Air inlet in the mullion area Ventilation Drainage Air inlet in the mullion area

113 BALKAN NETWORK GREECE - BALKAN SA Head Office: Athens 11th km Nat.Road Athens-Lamia, Metamorphosi Tel.: , Fax: info@balkan.gr Iraklio: , Fax: Larissa: , Fax: Τhessaloniki: , Fax: Τhiva: Tel.: , Fax: Extrusion Industry 79th km Nat. Road Athens-Lamia, Ipato Thivon Tel.: , Fax: factory@balkan.gr ROMANIA - BALKAN RO Head Office: Bucharest B-dul Iuliu Maniu 333, Sector 6 Tel.: , Fax: balkanro@balkanro.ro Alba Iulia: , Arad: , Bacau: Βrasov: , Cluj-Napoca: , Constanta: Craiova: , Iasi: , Τimisoara: DEALERS Galati: Alprovest, tel/fax: , Pitesti: Conarg, tel/fax: Satu Mare: Neptun, tel/fax: , Sibiu: Roa Design, tel/fax: Ploiesti: Rolir, tel/fax: UKRAINE - BALKAN UA Head Office: Kiev Moskovsky Av. 6 Tel./Fax: /7858 Κharkov: Odessa: , , BULGARIA - BLK BG Ηead Office: Sofia 8 Malashevska Str Tel.: /91, Fax: office@blk-bg.com CZECH REPUBLIC ALUMONT BUILDING A.S. DEALER Hradni-Slazska 27/37, Ostrava Tel./Fax: alumont@alumont.cz RUSSIA MGM LTD DEALER Promzona 16 Str.-Armavir, Krasnodar Tel./Fax: armoz@inbox.ru BELARUS SOL-FARM DEALER Kalvariyskaya 60/2H, Minsk Tel./Fax: sol-farm@mail.ru