- KARMITULPPA Karmitulppaa käytetään tyypillisesti puitteisiin, vaakapalkkeihin, kannattimiin, rakennustelineisiin, oviin ja ikkunoihin. OMINAISUUDET ETA-12/035, UK-DoP-e12/035 Materiaali Sähkösinkitty Hyväksyntä: ETA 12/035, muk. ETAG 020, DoPe12/035 SOVELLUS Liitos Betoni Tiili Kevytbetoni Kevytsorabetoni Käyttökohteet Valut Karmit Kannattimet Rakennustelineet Ovet Ikkunat - Karmitulppa 2017--15 www.strongtie.fi 1/11
- KARMITULPPA TECHNICAL DATA Mitat TuotenumeroDB. nr. Porauksen Ø Kiinnitettävän Kiinnitettävän Tulppa x Kokonaispituus Määrä / NOBB [ x Uppokantaruuvi materiaalin materiaalin Kärki nr. L0] [ x Ls] syvyys Asennussyvyys - h maksimipaksuus vapaareiän Ø nom KarmitulpanRuuvin [TORX / [d0 halkaisija halkaisija [L] pakkaus [tfix] [df] SW] x h1] -0/ 000 x 0 6 x 5 x 0 T-30 6 0 0-0/30 00 x 0 6 x 5 x 0 30 T-30 6 0 50-120/50 0120 x 120 6 x 125 x 0 50 T-30 6 120 50-150/0 0150 x 150 6 x 155 x 0 0 T-30 6 150 50-170/0 0170 x 170 6 x 175 x 0 0 T-30 6 170 50-5/15 05 x 5 7 x 90 x 0 15 T-40 7 5 50-0/30 0 x 0 7 x 5 x 0 30 T-40 7 0 50-115/45 115 x 115 7 x 120 x 0 45 T-40 7 115 50-135/65 135 x 135 7 x 140 x 0 65 T-40 7 135 50-160/90 160 x 160 7 x 165 x 0 90 T-40 7 160 50-200/130 200 x 200 7 x 205 x 0 130 T-40 7 200 50-230/160 230 x 230 7 x 235 x 0 160 T-40 7 230 50 x0 00015195046262663 x 0 6 x 5 x 0.5 70 T-30 6 0 0 x0 0015195446262716 x 0 6 x 5 x 0 30.5 70 T-30 6 0 50 x120 01201519604626491 x 120 6 x 125 x 0 50.5 70 T-30 6 120 50 x150 0150 x 150 6 x 155 x 0 0.5 70 T-30 6 150 50 x170 0170 x 170 6 x 175 x 0 0.5 70 T-30 6 170 50 x5 05 x 5 7 x 90 x 0 15.5 70 T-40 7 5 50 x0 01519646264937 x 0 7 x 5 x 0 30.5 70 T-40 7 0 50 x115 11515234646264956 x 115 7 x 120 x 0 45.5 70 T-40 7 115 50 x135 1351523546265164 x 135 7 x 140 x 0 65.5 70 T-40 7 135 50 - Karmitulppa 2017--15 www.strongtie.fi 2/11
- KARMITULPPA TuotenumeroDB. nr. NOBB nr. Porauksen Ø Kiinnitettävän Kiinnitettävän Tulppa x Kokonaispituus Määrä / [ x Uppokantaruuvi materiaalin materiaalin Kärki L0] [ x Ls] syvyys Asennussyvyys - h maksimipaksuus vapaareiän Ø nom KarmitulpanRuuvin [TORX / [d0 halkaisija halkaisija [L] pakkaus [tfix] [df] SW] x h1] x160 1601524346265172 x 160 7 x 165 x 0 90.5 70 T-40 7 160 50 x200 200 x 200 7 x 205 x 0 130.5 70 T-40 7 200 50 x230 230 x 230 7 x 235 x 0 160.5 70 T-40 7 230 50 0 135 Recomended loads Veto [Nrec] [kn] Leikkaus [Vrec] [kn] Halkeilematon Hollow Halkeilematon Hollow betoni C20/25 Hollow brick (5) brick betoni C20/25 (BP400) Hollow brick (5) brick (BP400) (4) blocks (4) blocks -0/ 1 0.2 0.2 1 1 0.2 0.2 1-0/30 1 0.2 0.2 1 1 0.2 0.2 1-120/50 1 0.2 0.2 1 1 0.2 0.2 1-150/0 1 0.2 0.2 1 1 0.2 0.2 1-170/0 1 0.2 0.2 1 1 0.2 0.2 1-5/15 1.4 0.2 0.2 1 1.4 0.2 0.2 1-0/30 1.4 0.2 0.2 1 1.4 0.2 0.2 1-115/45 1.4 0.2 0.2 1 1.4 0.2 0.2 1-135/65 1.4 0.2 0.2 1 1.4 0.2 0.2 1-160/90 1.4 0.2 0.2 1 1.4 0.2 0.2 1-200/130 1.4 0.2 0.2 1 1.4 0.2 0.2 1-230/160 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x0 1 0.2 0.2 1 1 0.2 0.2 1 x0 1 0.2 0.2 1 1 0.2 0.2 1 x120 1 0.2 0.2 1 1 0.2 0.2 1 x150 1 0.2 0.2 1 1 0.2 0.2 1 x170 1 0.2 0.2 1 1 0.2 0.2 1 x5 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x0 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x115 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x135 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x160 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x200 1.4 0.2 0.2 1 1.4 0.2 0.2 1 x230 1.4 0.2 0.2 1 1.4 0.2 0.2 1 0 135 1) Recomended loads: they are calculated using characteristic loads from the ETA by applying partial security factor from ETAG001 and partial action factor #f =1,4. 2) Recomended loads in tension: they are calculated for non reinforced and reinforced with rebar spacing is S#15 cm or S# cm if the diameter is lower or equal to mm. 3) Recomended loads in shear: the values are calculated for one anchor without any edge effect. When shear load are applied close to the edge (C#hef or 60d), the edge failure must be checked according to ETAG001, annec C method A. 4) Non cracked : the is non cracked we the inner tension is equal to #L + #R # 0. If no checking is made #R = 3N/mm2 (#L is the inner tension resulting from outside loads, including anchor load). 5) Hollow block: in case of hollow block, the anchor must be in the second socket. To know the recommended loads in this case, please contact our technical service. Zulässige Lasten - Beton 1) 2) 3) 6) - Karmitulppa 2017--15 www.strongtie.fi 3/11
- KARMITULPPA C12/15 * C16/20 * Temperature range (4)(a) Temperature range (4)(b) Temperature range (4)(a) Temperature range (4)(b) N zul [kn] V zul [kn] N zul [kn] V zul [kn] N zul [kn] V zul [kn] N zul [kn] V zul [kn] -0/ 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21-0/30 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21-120/50 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21-150/0 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21-170/0 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21-5/15 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17-0/30 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17-115/45 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17-135/65 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17-160/90 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17-200/130 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17-230/160 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x0 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21 x0 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21 x120 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21 x150 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21 x170 0.6 3.21 0.3 3.21 0.99 3.21 0.4 3.21 x5 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x0 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x115 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x135 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x160 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x200 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 x230 0.99 5.17 0.6 5.17 1.39 5.17 0.99 5.17 0 135 * Beton nach EN 206-1 Zulässige Lasten - Vollsteine 1) 2) 3) 6) Temperature range (4)(a) clay brick* Temperature range (4)(b) -0/ 1 0.57-0/30 1 0.57-120/50 1 0.57-150/0 1 0.57-170/0 1 0.57-5/15 1 0.71-0/30 1 0.71-115/45 1 0.71-135/65 1 0.71-160/90 1 0.71-200/130 1 0.71-230/160 1 0.71 x0 1 0.57 x0 1 0.57 x120 1 0.57 x150 1 0.57 x170 1 0.57 x5 1 0.71 x0 1 0.71 x115 1 0.71 - Karmitulppa 2017--15 www.strongtie.fi 4/11
- KARMITULPPA Temperature range (4)(a) clay brick* Temperature range (4)(b) x135 1 0.71 x160 1 0.71 x200 1 0.71 x230 1 0.71 0 135 * Vollziegel nach EN 771-1 : Abmessungen Druckfestigkeit Rohdichte L x b x H fb # [N/mm²] [kg/dm³] # 251 x 120 x 55 # 43,7 # 1,0 Zulässige Lasten - Hochlochziegel und Porenbetonsteine 1) 2) 3) 6) Hlz - Bimattone* Hlz - Alveolater (Svizzero p.)* Hlz - Alveolater (Incastro 35)* Hlz - Blocco Leggero* Hlz - Poroton* Hlz - Leopard BP* Hlz - BC 2013* Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) (a) (b) (a) (b) (a) (b) (a) (b) (a) (b) (a) (b) (a) (b) Autoclaved aerated block* Temp. (4) Temp. (4) (a) (b) -0/ -0/30-120/50-150/0-170/0 0.26 0.17 0.21 0.26 0.11 0.26 0.57 0.26 0.21 0.09 0.21 0.21-5/15 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1-0/30 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1-115/45 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1-135/65 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1-160/90 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1-200/130 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1-230/160 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 x0 x0 x120 x150 x170 x5 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 - Karmitulppa 2017--15 www.strongtie.fi 5/11
- KARMITULPPA Hlz - Bimattone* Hlz - Alveolater (Svizzero p.)* Hlz - Alveolater (Incastro 35)* Hlz - Blocco Leggero* Hlz - Poroton* Hlz - Leopard BP* Hlz - BC 2013* Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) Temp. (4) (a) (b) (a) (b) (a) (b) (a) (b) (a) (b) (a) (b) (a) (b) Autoclaved aerated block* Temp. (4) Temp. (4) (a) (b) x0 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 x115 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 x135 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 x160 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 x200 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 x230 0.34 0.34 0.34 0.26 0.17 0.57 0.34 0.26 0.17 0.17 0.21 0.1 0 135 * Hlz nach EN771-1 und Porenbetonblock nach EN771-4: Abmessungen Druckfestigkeit Rohdichte L x B x H fb # [N/mm²] [kg/dm³] Hlz - Bimattone # 250x 120 x 120 # 27,3 # 1,00 Hlz - Alveolater (Svizzero pesante) # 300x 250 x 190 # 13, # 0,90 Hlz - Alveolater (Incastro 35) # 350x 240 x 245 #,9 # 0,0 Hlz - Blocco Leggero # 250x 120 x 500 # 7 # 0,50 Hlz - Poroton # 250x 300 x 190 # 22 # 0,90 Hlz - Leopard BP Kat. 1-HD # 224x 6 x 54 # 30 # 1,30 Hbl - BC 2013 n & # 490x 200 x 190 # 4 # 0,95 Porenbetonblock # 625x 250 x 200 # 2,5 # 0,50 Zulässige Biegemomente 1) 2) 3) 6) Recommended bending moment - M zul [Nm] Temperature range (4)(a) Temperature range (4)(b) -0/ 5 5-0/30 5 5-120/50 5 5-150/0 5 5-170/0 5 5-5/15 9.6 9.6-0/30 9.6 9.6-115/45 9.6 9.6-135/65 9.6 9.6-160/90 9.6 9.6-200/130 9.6 9.6-230/160 9.6 9.6 x0 5 5 x0 5 5 x120 5 5 x150 5 5 x170 5 5 x5 9.6 9.6 x0 9.6 9.6 x115 9.6 9.6 x135 9.6 9.6 - Karmitulppa 2017--15 www.strongtie.fi 6/11
- KARMITULPPA Design resistance Recommended bending moment - M zul [Nm] Temperature range (4)(a) Temperature range (4)(b) x160 9.6 9.6 x200 9.6 9.6 x230 9.6 9.6 0 135 C16/20 [kn] Design resistance tension - N Rd brick - Hollow brick fb > 43, - 30MPa [kn] Mpa [kn] 2,5MPa [kn] C16/20 [kn] Design resistance shear - V Rd brick - Hollow brick fb > 43, - 30MPa [kn] Mpa [kn] 2,5MPa [kn] -0/ -0/30-120/50-150/0-170/0-5/15-0/30-115/45-135/65-160/90-200/130-230/160 x0 1.4 1.4 0. 0.3 1.5 1.4 0. 0.3 x0 1.4 1.4 0. 0.3 1.5 1.4 0. 0.3 x120 1.4 1.4 0. 0.3 1.5 1.4 0. 0.3 x150 1.4 1.4 0. 0.3 1.5 1.4 0. 0.3 x170 1.4 1.4 0. 0.3 1.5 1.4 0. 0.3 x5 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 x0 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 x115 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 x135 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 x160 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 x200 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 x230 1.9 1.4 0.6 0.3 1.6 1.4 0.6 0.3 0 135 - Karmitulppa 2017--15 www.strongtie.fi 7/11
- KARMITULPPA ASENNUS Drilling methods Brique pleine/béton Brique creuse Béton cellulaire perçage à percussion perçage rotatif perçage à percussion Poraa reikä. Puhdista pöly pois. Enfoncer la cheville au travers de la pièce à fixer Visser Installation data Min. Min. h min h nom Single anchor Min. Min. edge edge spacing spacing S min C min distance distance Kiinnitettävän PorauksenØ Laipan ØPorauksen Porauksen- - Pohjamateriaalin brickhollow brickhollow halkaisija Screw Øhalkaisija washer syvyys syvyyss min S min vähimmäispaksuus materiaalin C [d0] [ds] [dr] [dm] [h1][hnom] min C - fb brick - fb brick min [hmin] C16/20> - vapaareiän Ø Autoclaved Autoclaved > - Masonry 2,5MPa C16/20 2,5MPa[df] Masonry aerated Masonry aerated 43,30MPa 43,30MPa Masonry C12/15 C12/15 C16/20 [Smin] [Smin] Mpa Mpa C16/20 [Cmin] [Cmin] -0/ 6-19 0 70 60 250 60 0 0 - -0/30 6-19 0 70 60 250 60 0 0 - -120/50 6-19 0 70 60 250 60 0 0 - -150/0 6-19 0 70 60 250 60 0 0 - -170/0 6-19 0 70 60 250 60 0 0 - -5/15 1 19 0 70 60 250 60 0 120 - -0/30 1 19 0 70 60 250 60 0 120 - -115/45 1 19 0 70 60 250 60 0 120 - -135/65 1 19 0 70 60 250 60 0 120 - -160/90 1 19 0 70 60 250 60 0 120 - - Karmitulppa 2017--15 www.strongtie.fi /11
- KARMITULPPA Min. Min. h min h nom Single anchor Min. Min. edge edge spacing spacing S min C min distance distance Kiinnitettävän PorauksenØ Laipan ØPorauksen Porauksen- - Pohjamateriaalin brickhollow brickhollow halkaisija Screw Øhalkaisija washer syvyys syvyyss min S min vähimmäispaksuus materiaalin C [d0] [ds] [dr] [dm] [h1][hnom] min C - fb brick - fb brick min [hmin] C16/20> - vapaareiän Ø Autoclaved Autoclaved > - Masonry 2,5MPa C16/20 2,5MPa[df] Masonry aerated Masonry aerated 43,30MPa 43,30MPa Masonry C12/15 C12/15 C16/20 [Smin] [Smin] Mpa Mpa C16/20 [Cmin] [Cmin] -200/130 1 19 0 70 60 250 60 0 120 - -230/160 1 19 0 70 60 250 60 0 120 - x0 6-19 0 70 60 250 60 0 0 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x0 6-19 0 70 60 250 60 0 0 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x120 6-19 0 70 60 250 60 0 0 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x150 6-19 0 70 60 250 60 0 0 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x170 6-19 0 70 60 250 60 0 0 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x5 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x0 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x115 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x135 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x160 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x200 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 x230 1 19 0 70 60 250 60 0 120 0 6 6 200 70 70 70 70.5 0 60 0 60 0 0 0 135 Données de montage Min. edge distance - C 1 & C 2 Min. spacing - S 1 & S 2 Group of anchors S min C min C cr,n brick Hollow brick Hollow Perpendicular parallel to the - fb brick - fb brick to the edge edge - s 2,min Autoclaved Autoclaved C16/20 > - C16/20 > - 2,5MPa 2,5MPa Autoclaved Autoclaved 43, 30MPa 43, 30MPa Mpa Mpa C12/15 Masonry aerated C12/15 Masonry aerated Masonry aerated C12/15 Masonry aerated C16/20 C16/20 C12/15C16/20 C16/20-0/ -0/30-120/50-150/0-170/0 - Karmitulppa 2017--15 www.strongtie.fi 9/11
- KARMITULPPA Min. edge distance - C 1 & C 2 Min. spacing - S 1 & S 2 Group of anchors S min C min C cr,n brick Hollow brick Hollow Perpendicular parallel to the - fb brick - fb brick to the edge edge - s 2,min Autoclaved Autoclaved C16/20 > - C16/20 > - 2,5MPa 2,5MPa Autoclaved Autoclaved 43, 30MPa 43, 30MPa Mpa Mpa C12/15 Masonry aerated C12/15 Masonry aerated Masonry aerated C12/15 Masonry aerated C16/20 C16/20 C12/15C16/20 C16/20-5/15-0/30-115/45-135/65-160/90-200/130-230/160 x0 0 250 0 1) 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x0 0 250 0 1) 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x120 0 250 0 1) 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x150 0 250 0 1) 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x170 0 250 0 1) 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x5 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x0 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x115 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x135 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x160 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x200 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 x230 0 250 0 1) 1) 250 0 60 200 200 0 60 400 400 0 60 0 0 140 0 0 135 Données de montage Min. thickness member - h min Autoclaved aerated C12/15 C16/20 Masonry -0/ -0/30-120/50-150/0-170/0-5/15 - Karmitulppa 2017--15 www.strongtie.fi /11
- KARMITULPPA Min. thickness member - h min Autoclaved aerated C12/15 C16/20 Masonry -0/30-115/45-135/65-160/90-200/130-230/160 x0 0 0 6 200 x0 0 0 6 200 x120 0 0 6 200 x150 0 0 6 200 x170 0 0 6 200 x5 0 0 6 200 x0 0 0 6 200 x115 0 0 6 200 x135 0 0 6 200 x160 0 0 6 200 x200 0 0 6 200 x230 0 0 6 200 0 135 - Karmitulppa 2017--15 www.strongtie.fi 11/11