Framo 80. Siconnect Framo 80 Beam Section TP F 80 Group: A410

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Gertrude Thomas
6 years ago
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1 Framo 80 15Framo 80 Beam Section TP F 80 Group: A410 Galvanised hollow-box-section for fabrication of steel frames. Designed for both simple two-dimensional supports and complex volumetric arrangements. Holes designed to receive Self Forming Screw FLS in conjunction with the relevant component. Section modulus [cm 3 ] TP F 80 Wy: Wz: TP F 80/30 Wy: 8.36 Wz: 4.03 Moment of inertia [cm 4 ] ly: lz: ly: lz: 6.05 Radius of inertia [cm] iy: 2.95 iz: 2.95 iy: 2.76 iz: 1.17 Torsional Cross section moment lt A [cm 4 ] [cm 2 ] Mechanical properties shown above take into account perforations. Steel, hcp Approvals CE mark (Declaration of performance see Weight [kg/m] Qty. [m] TP F TP F 80/ TP F 80/30 Siconnect 15-1

2 Framo 80 15Framo 80 End Support STA F 80 Group: A422 Plug-in component designed to create an endplate at the open end of a Beam Section TP F80 or a Cantilever bracket AK F80. STA F 80 Depending on the version, following mountings solutions are possible: a) With 2x4 Self Forming Screws FLS when used to connect 2 Beam Sections. b) With 4 Self Forming Screws FLS applied to the octagonal insert and 2 suitable wall anchors/fixings when connected to the building structure. Dimensions of Base plate Slots in base plate for [mm] STA F x 80 x 8 M10 STA F 80-E 165 x 80 x 8 M10 STA F 90-A 190 x 80 x 8 M12 Configuration: Base plate welded to octagonal element F 80 Plate: Steel, HCP Octagonal element: Steel, HCP STA F 80-E Approvals CE mark (Declaration of performance see MPA tested W STA F STA F 80-E STA F 80-A STA F 80-A Siconnect 15-1

3 High Corrosion Protected Products 11High Corrosion Protected Products Channel Connector SK-L HCP Group: 1853 Element for connecting Channels. The multiple bearing of the Channel is to be secured. The Channel Connector should not to be used between the last two bearing points. In combination with Channels > 41/21 the admissible limit has to be respected. Position the Channel Connector on the back of the channel and bolt together the channel ends (through the channel slots) by means of each two Self Forming Screws FLS F 80. Max. adm. limit/ flexion: 300 Nm Steel S235 JR, HCP For channel Channel height Overall length W h max [mm] [mm] SK-L Siconnect 11-1

Framo 100 16Framo 100 Self Forming Screw FLS Group: A430 The Self Forming Screw FLS creates its own thread inside the wall of the Framo pilot hole.

4 Framo Framo 100 Self Forming Screw FLS Group: A430 The Self Forming Screw FLS creates its own thread inside the wall of the Framo pilot hole. During the screw-driving operation, the base steel is re-shaped and hardened to form an air-tight seal between the threads of the screw and the surrounding steel, making it exceptionally resistant to vibrational loosening and increasing fastening strength. Tightening torque [Nm] System Framo 60 Connection to Channels MS Steel, HCP Approvals MPA tested W FLS F Siconnect 16-1

5 Construction Components 2Construction Components End Clip PV 1-E Group: E314 Edge fastening and assembly block for all typical framed Photovoltaic panels to be used with high loads caused by wind suction. Suits panel thicknesses of mm for any angle. Bimetal corrosion restistance, by using seal-coating on the support (washer and sleeve). Clamping forces applied at outer edge of panel to prevent undue tensioning of glass. Scope of delivery Fully assembled unit comprising Speed Nut, Support and Clip. Insert Speed Nut into the open channel slot at any position required. Adjust the clip to the panel and tighten it with max. 10 Nm. adm. shear force 90 to panel surface: 0.5 kn/clip adm. tensile load: 3.2 kn/clip Clip: Aluminium Screw: Stainless steel 304 Stud bolt, Washer and Speed Nut: HCP Panel thickness W [mm] PV 1-E Solar Panel Support System 2-1

6 Construction Components 2Construction Components Middle Clip PV 1-M Group: E314 Middle fastening and assembly block for all typical framed Photovoltaic panels to be used with high loads caused by wind suction. Suits panel thicknesses (H) of mm for any angle. Bimetal corrosion resistance, by using seal-coating on the support (washer and sleeve). Clamping forces applied at outer edge of panel to prevent undue tensioning of glass. Scope of delivery Fully assembled unit comprising Speed Nut, Support and Clip. No loose parts. Fix Middle Clip into the required position by pressing the Speed Nut into the channel. Slide the Middle Clip along the channel so that it grips onto the existing PV panel already in position. Put the next panel on the frame and tighten the Middle Clip with max 10 Nm. adm. shear force 90 to panel surface: 1.0 kn/clip adm. tensile load: 3.2 kn/clip Clip: Aluminium Screw: Stainless steel 304 Stud bolt, Washer and Speed Nut: HCP Panel thickness W [mm] PV 1-M Solar Panel Support System 2-1

7 Pressix CC 41 - Assembly System 2Pressix CC 41 - Assembly System End Cap ADK 41 Group: 1304 To be used for safely and neatly covering the ends of Sikla Channels. Double channels require 2 End Caps. HD-PE, yellow For channel W 41/21 41/21/1.5 und 41/21/ / /41 41/41/1.8 und 41/41/ /45 41/45/ /52 41/52/ /62 41/62/ / /65/ / /75/ Siconnect 2-1

Framo 80 15Framo 80 End Cap ADK F 80 Group: A430 Plastic end cap to close cut ends of Beam Section F80 to meet both visual and health & safety requirements.

8 Framo 80 15Framo 80 End Cap ADK F 80 Group: A430 Plastic end cap to close cut ends of Beam Section F80 to meet both visual and health & safety requirements. Standard Cantilever- and Beam Brackets (AK F80 and TKO F80) already include this end cap. Mallet required. PE, yellow W ADK F ADK F 80/ ADK F 80/30 Siconnect 15-1

9 Construction Components 2Construction Components Channel MS 41 HCP Group: 1811 Element for easily and efficiently pre-assembling crossbars, wall brackets and supporting structures on construction sites or in workshops. Scope of delivery Available as single or double channels. Double channels are joined together by clinching. 41/21/2,0 All Channels MS 41 hcp are serrated inside and provide numerous combination options with other high corrosion protected system components. Steel, HCP D = Double channel 41/412,5 Section modulus W/H/th [mm] [cm 3 ] 41/21/2.0 W y : 0.82 W z : /31/2.0 W y : 1.60 W z : /41/2.0 W y : 2.43 W z : /41/2.5 W y : 2.96 W z : /62/2.5 W y : 5.54 W z : /75/3.0 W y : W z : Moment of inertia [cm 4 ] l y : 0.92 l z : 4.35 l y : 2.77 l z : 5.90 l y : 5.16 l z : 7.48 l y : 6.19 l z : 9.05 l y : l z : l y : l z : Radius of gyration [cm] i y : 0.76 i z : 1.65 i y : 1.13 i z : 1.65 i y : 1.46 i z : 1.75 i y : 1.43 i z : 1.72 i y : 2.10 i z : 1.79 i y : 2.53 i z : /21/2.0 D W y : 2.35 W z : /41/2.5 D W y : 9.02 W z : /75/3.0 D W y : W z : l y : 4.93 l z : 8.70 l y : l z : l y : l z : i y : 1.24 i z : 1.65 i y : 2.46 i z : 1.72 i y : 4.07 i z : /75/3.0 W/H/th [mm] Cross section A [cm 2 ] Distance e [cm] Max. point carrying capacity F max [kn] Max. torsional moment Mq [Nm] 41/21/ /31/ /41/ /41/ /62/ /75/ /21/2.0 D /41/2.5 D /75/3.0 D Notice: All values take into account the perforation of the channels. For load charts, see chapter "Pressix CC 41". Approvals Solar Panel Support System 2-1

Construction Components This product is has obtained the "RAL Gütezeichen Rohrbefestigung" and is subject to external surveillance according to RAL GZ-655.

10 Construction Components This product is has obtained the "RAL Gütezeichen Rohrbefestigung" and is subject to external surveillance according to RAL GZ-655. * = no RAL quality label Length [m] Slot pattern Weight [kg/m] Qty. [m] 41/21/ /31/ /41/ /41/ /62/ /75/ /21/2.0 D * /41/2.5 D * /75/3.0 D * Solar Panel Support System 2-2

Notes. Modifications and constructional corrections arising particularly from technological development excepted.

Notes. Modifications and constructional corrections arising particularly from technological development excepted. Notes Our service staff and application en gineers will be pleased to offer you their assistance to answer your questions or to work out in cooperation with you specific solutions with the aid of our own