OMINAISUUDET SOVELLUS. Technical data sheet FPN - KARMITULPPA

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Markku Kouki
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kannattimiin, rakennustelineisiin, oviin ja

OMINAISUUDET ETA-12/0358, UK-DoP-e12/0358

muk. ETAG 020, DoPe12/0358 SOVELLUS Liitos Betoni

1 - KARMITULPPA Karmitulppaa käytetään tyypillisesti puitteisiin, vaakapalkkeihin, kannattimiin, rakennustelineisiin, oviin ja ikkunoihin. OMINAISUUDET ETA-12/0358, UK-DoP-e12/0358 Materiaali Sähkösinkitty Hyväksyntä: ETA 12/0358, muk. ETAG 020, DoPe12/0358 SOVELLUS Liitos Betoni Tiili Kevytbetoni Kevytsorabetoni Käyttökohteet Valut Karmit Kannattimet Rakennustelineet Ovet Ikkunat - Karmitulppa 1/

2 - KARMITULPPA TECHNICAL DATA Mitat TuotenumeroDB nr. Ø Kiinnitettävän Kiinnitettävän x Kokonaispituus Määrä / Tulppa Uppokantaruuvi materiaalin materiaalin Kärki NOBB syvyys Asennussyvyys - h [ x L0] [ x Ls] maksimipaksuus vapaareiän Ø nom KarmitulpanRuuvin [TORX / nr. [d0 halkaisija halkaisija [L] pakkaus [tfix] [df] SW] x h1] 8-80/ x 80 6 x 85 8 x T / x 0 6 x 5 8 x T / x x x T / x x x T / x x x T / x 85 7 x 90 x T / x 0 7 x 5 x T / x x 120 x T / x x 140 x T / x x 165 x T x x 205 x T x x 235 x T Recomended loads Veto [Nrec] [kn] Leikkaus [Vrec] [kn] Halkeilematon Hollow Halkeilematon Hollow betoni C20/25 (5) betoni C20/25 (5) (4) blocks (4) blocks 8-80/ / / / / / Karmitulppa 2/

3 - KARMITULPPA Veto [Nrec] [kn] Leikkaus [Vrec] [kn] Halkeilematon Hollow Halkeilematon Hollow betoni C20/25 (5) betoni C20/25 (5) (4) blocks (4) blocks -0/ / / / ) Recomended loads: they are calculated using characteristic loads from the ETA by applying partial security factor from ETAG001 and partial action factor ɣf =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 σl + σr 0. If no checking is made σr = 3N/mm2 (σl 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) 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] 8-80/ / / / / / / / / / * Beton nach EN Zulässige Lasten - Vollsteine 1) 2) 3) 6) Temperature range (4)(a) F zul [kn] Solid clay brick* Temperature range (4)(b) F zul [kn] 8-80/ / / / / / / / / / Karmitulppa 3/

4 - KARMITULPPA Temperature range (4)(a) F zul [kn] Solid clay brick* Temperature range (4)(b) F zul [kn] * Vollziegel nach EN : Abmessungen Druckfestigkeit Rohdichte L x b x H fb ρ [N/mm²] [kg/dm³] 251 x 120 x 55 43,7 1,80 Zulässige Lasten - Hochlochziegel und Porenbetonsteine 1) 2) 3) 6) Hlz - Bimattone* Hlz - Alveolater (Svizzero p.)* Hlz - Alveolater (Incastro 35)* Hlz - Blocco Leggero* F zul [kn] 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) 8-80/ / / / / / / / / / * Hlz nach EN771-1 und Porenbetonblock nach EN771-4: Abmessungen Druckfestigkeit Rohdichte L x B x H fb ρ [N/mm²] [kg/dm³] Hlz - Bimattone 250x 120 x ,3 1,00 Hlz - Alveolater (Svizzero pesante) 300x 250 x ,8 0,90 Hlz - Alveolater (Incastro 35) 350x 240 x 245,9 0,80 Hlz - Blocco Leggero 250x 120 x ,50 Hlz - Poroton 250x 300 x ,90 Hlz - Leopard BP Kat. 1-HD 224x 6 x ,30 Hbl - BC 2013 n & 490x 200 x ,95 Porenbetonblock 625x 250 x 200 2,5 0,50 - Karmitulppa 4/

5 - KARMITULPPA Zulässige Biegemomente 1) 2) 3) 6) Design resistance Recommended bending moment - M zul [Nm] Temperature range (4)(a) Temperature range (4)(b) 8-80/ / / / / / / / / / C16/20 [kn] Design resistance tension - N Rd - fb > 43,8-30MPa [kn] Mpa [kn] Aerated 2,5MPa [kn] C16/20 [kn] Design resistance shear - V Rd - fb > 43,8-30MPa [kn] Mpa [kn] Aerated 2,5MPa [kn] 8-80/ / / / / / / / / / Recommended capacities - single anchor - no edge distances Recommended capacities Tension - N rec [kn] Shear - V rec Bending Non-cracked Hollow Non-cracked Hollow moment - M rec [Nm] C20/25 block C20/25 block 8-80/ Karmitulppa 5/

6 - KARMITULPPA 8-0/ / / /0-85/15-0/30-115/45-135/65-160/90 Non-cracked C20/25 Tension - N rec [kn] Hollow block Recommended capacities Shear - V rec Non-cracked Hollow C20/25 block Bending moment - M rec [Nm] The design capacities have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The design of the anchor must comply with ETAG020 "Plastic anchors for multiple use in and masonry for Non-structural Applications, Annex C". Temperature range: -40 C to +40 C (Max long term temp: +24 C, max short tem temp: +40 C) Design capacities - single anchor - no edge distances Non-cracked C20/25 Tension - N Rd [kn] Hollow block Design capacity Non-cracked C20/25 Shear - V Rd [kn] Hollow block 8-80/ / / / / Bending moment - M Rd [Nm] - Karmitulppa 6/

7 - KARMITULPPA -85/15-0/30-115/45-135/65-160/90 Non-cracked C20/25 Tension - N Rd [kn] Hollow block Design capacity Non-cracked C20/25 Shear - V Rd [kn] Hollow block Bending moment - M Rd [Nm] The design capacities have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The design of the anchor must comply with ETAG020 "Plastic anchors for multiple use in and masonry for Non-structural Applications, Annex C". Temperature range: -40 C to +40 C (Max long term temp: +24 C, max short tem temp: +40 C) - Karmitulppa 7/

- KARMITULPPA ASENNUS Drilling methods Brique pleine/béton Brique creuse Béton cellulaire perçage à percussion perçage rotatif perçage à percussion Poraa reikä.

Enfoncer la cheville au travers de la pièce à fixer Visser Installation data halkaisija Ø [d0] Ø Screw [ds] Laipan halkaisija [dr] Ø washer [dm] syvyys [h1] syvyys [hnom]

edge distancepohjamateriaalin - C min vähimmäispaksuus - Masonry [Cmin] [hmin] C16/20 8 8-80/ 6-19 80 70 60 250 60 0 0 - - 8 8-0/30 6-19 80 70 60 250 60 0 0 - - 8 8-120/50

8 - 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 halkaisija Ø [d0] Ø Screw [ds] Laipan halkaisija [dr] Ø washer [dm] syvyys [h1] syvyys [hnom] Min. spacing - S min - [Smin] Min. spacing - S min - Masonry [Smin] Min. edge distance - C min - [Cmin] Min. edge distancepohjamateriaalin - C min vähimmäispaksuus - Masonry [Cmin] [hmin] C16/ / / / / / / / / / / Solid brick - fb > 43,8 Mpa h min H b 30 [ - Karmitulppa 8/

9 - KARMITULPPA halkaisija Ø [d0] Ø Screw [ds] Laipan halkaisija [dr] Ø washer [dm] syvyys [h1] syvyys [hnom] Min. spacing - S min - [Smin] Min. spacing - S min - Masonry [Smin] Min. edge distance - C min - [Cmin] Min. edge distancepohjamateriaalin - C min vähimmäispaksuus - Masonry [Cmin] [hmin] C16/ Solid brick - fb > 43,8 Mpa h min H b 30 [ Données de montage Min. edge distance - C 1 & C 2 Min. spacing - S 1 & S 2 Group of anchors Solid Solid S min C min C cr,n brickhollow brickhollow Perpendicular parallel to the Aerated Aerated - fb brick - fb brick to the edge edge - s 2,min Autoclaved Autoclaved C16/20 > - C16/20 > - 2,5MPa 2,5MPa Autoclaved Autoclaved Masonry aerated Masonry aerated 43,830MPa 43,830MPa Mpa Mpa C12/15 C12/15 Masonry aerated Masonry aerated C16/20 C16/20 C12/15 C12/15C16/20 C16/ / / / / / / / / / / Données de montage Min. thickness member - h min Autoclaved aerated C12/15 C16/20 Masonry 8-80/ / / / / / / / / / Karmitulppa 9/

10 - KARMITULPPA Min. thickness member - h min Autoclaved aerated C12/15 C16/20 Masonry Karmitulppa /

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OMINAISUUDET SOVELLUS. Technical data sheet FPN - KARMITULPPA

OMINAISUUDET SOVELLUS. Technical data sheet FPN - KARMITULPPA - KARMITULPPA Karmitulppaa käytetään tyypillisesti puitteisiin, vaakapalkkeihin, kannattimiin, rakennustelineisiin, oviin ja ikkunoihin. OMINAISUUDET ETA-12/035, UK-DoP-e12/035 Materiaali Sähkösinkitty