Uyarlanabilir çoklu altlıklı dübel VERSIYONLAR ONAYLAR galvanize çelik paslanmaz çelik YAPI MALZEMELERI Beton C12/15 Düşey delikli tuğla Delikli kum-kireç tuğla Sağlam kum-kireç tuğla Hafif betondan yapılmış dolu tuğla Dolu tuğla Ayrca uygundur: Yoğun yapılı doğal taş Alçıdan yapılan dolu levhalar Hafif betondan yapılmış içi boş bloklar Üç katmanlı kompozit dış duvar panelleri Hafif agregalı beton AVANTAJLAR UYGULAMALARI FONKSIYONLAR 70 mm'lik gömme derinliği ve eşsiz asimetrik dişleri ile üniversal çalışma ilkesi, onu, bilinmeyen bir temel malzemesinde bile montaj dostu bir dübel yapar. Bu yüzden, FUR, bilinmeyen bir temel malzemesi olan projeler için doğru seçimdir; her zaman sağlam bir sabitleme sağlar. İnce geometrisi, kalın ahşap bağlantı düzenekleri ve dar gömme delikleri bulunan durumlarda bile kolay bir montajı garanti eder. 80 ila 360 mm dübel uzunluklarının yanı sıra 8, 10 ve 14 mm'lik çaplarda mevcut tam seri. Ahşap ve Metalden yapılan dış cephe,tavan ve çatı altyapıları Pencereler Ana ve normal kapılar Kare ahşap FUR sabitlenecek parça üzerinden montaj için uygundur. Vidanın yerleştirilmesi bağımsız dişlerin genişlemesine neden olur. Katı malzemelerde, dişler eşit genişleme kuvvetleri oluşturur. Boşluklu malzemelerde, dişler bloğun katı kısmı boyunca genişler ve boşluğun altında bir kesik oluşturur. Dikey delikli tuğlalarda, yalnızcadöndürmeli delme işlemi kullanın (darbeli delme yapılmamalıdır). Kereste yapıların montajı için gömme başlı vidalar önerilir; metal yapılarda ise, altıgen başlı vidaları ve kalıplaşmış pulları olan vidalardan kullanın. 1
TEKNIK DATALAR galvanized ETA onayı Delik çapı Montaj üzerinden delik derinliği gömülme derinliği Dübel uzunluğu d 0 h 2 h nom (h v ) l Ürün Tanımı Ürün No. [mm] [mm] [mm] [mm] FUR 10 x 80 FUS 093527 10 90 70 80 FUR 10 x 100 FUS 097797 10 110 70 100 FUR 14 x 80 FUS 048724 14 95 70 80 FUR 14 x 100 FUS 048725 14 115 70 100 FUR 14 x 140 FUS 048726 14 155 70 140 FUR 14 x 165 FUS 048727 14 180 70 165 FUR 14 x 180 FUS 048728 14 195 70 180 FUR 14 x 210 FUS 048842 14 225 70 210 FUR 14 x 240 FUS 048729 14 255 70 240 FUR 14 x 270 FUS 048730 14 285 70 270 2
stainless steel A4 ETA onayı Delik çapı Montaj üzerinden delik derinliği gömülme derinliği Dübel uzunluğu d 0 h 2 h nom (h v ) l Ürün Tanımı Ürün No. [mm] [mm] [mm] [mm] FUR 10 x 80 FUS A4 093528 10 90 70 80 FUR 14 x 80 FUS A4 048731 14 95 70 80 FUR 14 x 100 FUS A4 048732 14 115 70 100 FUR 14 x 140 FUS A4 048733 14 155 70 140 FUR 14 x 165 FUS A4 048734 14 180 70 165 FUR 14 x 180 FUS A4 048735 14 195 70 180 FUR 14 x 210 FUS A4 048843 14 225 70 210 FUR 14 x 240 FUS A4 048736 14 255 70 240 FUR 14 x 270 FUS A4 048737 14 285 70 270 3
External-Ø Hole diameter Thickness Matching anchor type Sales unit d D S Item Art.-No. [mm] [mm] [mm] [pcs] U 11,5 x 21 x 1,5 DIN 522 A2 010026 21 11,5 1,5 SXR 10, SXRL 10, FUR 10, SXS 10 500 Frame fixing FUR 8 Highest recommended loads for a single anchor for multiple fixings The given loads are valid for safety screws with the specified diameter Type FUR 8 Safety screw Ø [mm] 6 edge distance in concrete a r [mm] 60 Recommended loads in the respective base material F rec Concrete C20/25 [kn] 1,00 Solid brick Mz 12 [kn] 0,60 Solid sand-lime brick KS 12 [kn] 0,60 Required safety factors are considered. Valid for tensile load, shear load and oblique load under any angle. 4
FUR-FUS çerçeve Frame montaj fixing dübeli FUR 5 Frame fixings / Stand-off installation Frame fixing FUR 4) Highest permissible loads 6) for a single anchor for multiple fixings of non-structural applications in normal concrete C12/15 resp. B15. For the design the complete approval ETA-13/0235 has to be considered. Cracked or Non-cracked concrete Type anchorage depth member thickness permissible tensile load permissible shear load spacing edge distance h nom h min N perm V perm s min c min [mm] [mm] [kn] [kn] [mm] [mm] FUR 10 70 110 1,8 1,8 5) 50 50 The required partial safety factors for material resistance as well as a partial safety factor for load actions L = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s s cr,n and an edge distance c c cr,n according table 8 of the approval. Minimum possible axial spacings (anchor group) resp. edge distance for concrete C16/20 while reducing the permissible load. The combination of the given spacing and edge distance is not possible. One of them has to be increased according approval. Values for concrete C12/15 see approval. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. Type Compressive brick strength 4) Valid for zinc coated screws and for screws made of stainless steel. For exterior use of the zinc coated screws measures against incoming humidity according approval have to be taken. 5) The permissible shear load determined acc. ETAG 020, Annex C considers exclusively steel failure of the screw. It amounts V perm = 5,4 kn for galvanised screws and V perm = 5,0 kn for screws made of stainless steel. Due to that the expected displacements will disable the proper function of the fixture a maximum shear load on the basis of table 7 of the approval is recommended. 6) Valid for temperatures in the substrate up to +50 C (resp. short term up to 80 C). Frame fixing FUR 4) Highest permissible loads 6) for a single anchor for multiple fixings of non-structural applications in masonry. For the design the complete approval ETA-13/0235 has to be considered. Solid brick masonry and perforated brick masonry Permissible load edge distance Bulk density brick format anchorage depth 8) member thickness spacing f b ρ (L x W x H) h nom h min F perm s min c min [N/mm²] [kg/dm³] [mm] [mm] [mm] [kn] [mm] [mm] Solid brick Mz acc. DIN 105-100 resp. DIN EN 771-1 0,57 100 100 NF FUR 10 10 1,8 70 110 (11 0,71 100 100 (240x113x7 FUR 10 12 0,86 100 100 Calcium silicate solid brick KS acc. DIN V 106 resp. DIN EN 771-2 0,43 100 100 NF FUR 10 10 1,8 70 110 (11 0,57 100 100 (240x113x7 FUR 10 20 0,71 100 100 0,71 100 100 FUR 10 10 1,8 500x175x235 70 110 (175) 0,86 100 100 FUR 10 12 1,00 100 100 Lightweight solid brick KLB V acc. DIN V 18152-100 resp. DIN EN 771-3 FUR 10 6 0,57 100 100 1,6 250x240x245 70 110 (240) 0,86 100 100 Vertical perforated brick Hlz acc. DIN 105-100 resp. DIN EN 771-1 FUR 10 10 0,29 5) 100 100 FUR 10 12 0,37 1,4 Form B 70 110 (175) 100 100 FUR 10 16 0,49 5) 100 100 FUR 10 20 0,57 5) 100 100 Calcium silicate hollow brick KSL acc. DIN V 106 resp. DIN EN 771-2 FUR 10 10 0,43 100 100 2 DF FUR 10 12 1,6 70 110 (115) 0,57 100 100 (240x115x11 FUR 10 16 0,71 100 100 The required partial safety factors for material resistance as well as a partial safety factor for 4) Valid for zinc coated screws and for screws made of stainless steel. For exterior use of the zinc load actions F = 1,4 are considered. As an single anchor counts e.g. an anchor with a minimum coated screws measures against incoming humidity according approval have to be taken. spacing s min according table 10 of the approval. 5) Erection of the drill hole by rotary drilling (without impact). Minimum possible axial spacings (anchor group) while reducing the permissible load. The 6) Valid for temperatures in the substrate up to +50 C (resp. short term up to 80 C). combination of the given spacing and edge distance is not possible. One of them has to 8) If the embedment depth h nom is higher than 70 mm (only for hollow and perforated masonry), job be increased according approval. site tests have to be carried out acc. approval. Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile 9) Values in brackets derived from minimum brick format. loads, shear loads and bending moments see approval. If the joints are not visible the permissible load has to be halved. 324 5