AT-HP SST

Chemická kotva AT-HP

je met akrylátová pryskyřice bez obsahu styrenu, vhodná pro vysoce funkční kotevní závitových tyčí a ocelových výztuží do betonu (dvojitá ETA). Snadno se používá, vyznačuje se rychlým tvrdnutím, navržena především pro konstrukční kotvení a pro technicky složitá staveniště. Použití pro kovové regály nebo pro zesílení betonu.

Dostupné velikosti balení jsou přizpůsobeny potřebám řemeslníků s občasným použitím chemických kotev (například velikost 160 ml)nebo potřebám profesionálů, kteří využívají chemické kotvy běžně a kteří používají koaxiální patrony velikosti 380 ml. Na velkých staveništích je také možné použit jumbo patrony o objemu 825 ml.

ETA M8-M30

Označení CE
ETA
Požární
Použití ve vlhkém prostředí
Uvnitř
Exteriér

Podrobnosti produktu

Obrázky

Vlastnosti

Materiál

  • met akrylátová pryskyřice bez obsahu styrenu
  • závitové tyče: ocel, pozinkovaná ocel, A4-70 nerezová ocel

Výhody

  • Rychlé vytvrdnutí
  • Malý zápach
  • Nehořlavost
  • Trvanlivost 15 měsíců

Aplikace

Stavební materiály

  • Beton
  • Plné a děrované cihly
  • Plné a duté tvárnice betonové

Typická použití

  • Kotvení závitových tyčí
  • Stavba regálů
  • Balkony
  • Fasády

Technické údaje

Doporučená zatížení

Art. nr. Tension - Nrec [kN]
Concrete C20/25** [hef=h0=8d] Concrete C20/25** [hef=h0=12d] Masonry brick - RT 307 * Hollow Brick - RT 301 * Hollow Brick - POROTON * Hollow Brick - LS BGV THERMO * Hollow clay brick - HOLLOW BLOCKS * Autoclaved aerated concrete blocks *
AT-HP + LMAS M8* 6.1 8.7 0.43 0.43 0.26 0.43 0.34 0.26
AT-HP + LMAS M10* 9 13.5 0.43 0.43 0.34 0.57 0.57 0.34
AT-HP + LMAS M12* 12.9 19.4 0.43 0.57 0.34 0.86 0.57 0.34
AT-HP + LMAS M16* 20.4 30.6 - - - - - -
AT-HP + LMAS M20* 29.9 44.9 - - - - - -
AT-HP + LMAS M24* 40.2 60.3 - - - - - -
AT-HP + LMAS M27* 47.3 70.9 - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* 53.9 80.8 - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

Doporučená zatížení

Art. nr. Shear - Vrec [kN] zul. Biegemoment [Nm]
Beton C20/25 Masonry brick - RT 307 * Hollow Brick - RT 301 * Hollow Brick - POROTON * Hollow Brick - LS BGV THERMO * Hollow clay brick - HOLLOW BLOCKS * Autoclaved aerated concrete blocks *
AT-HP + LMAS M8* 5.3 0.57 0.43 0.43 0.43 0.34 0.26 10.7
AT-HP + LMAS M10* 8.3 0.57 0.43 0.43 0.57 0.57 0.34 21.4
AT-HP + LMAS M12* 12.1 0.57 0.43 0.57 0.86 0.57 0.34 37.4
AT-HP + LMAS M16* 22.5 - - - - - - 95.1
AT-HP + LMAS M20* 35 - - - - - - 185.4
AT-HP + LMAS M24* 50.5 - - - - - - 320.7
AT-HP + LMAS M27* 65.6 - - - - - - 475.5
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* 80.2 - - - - - - 642.9
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

M16, M20, M24, M27 et M30 non couvert par l'ETA maçonnerie.

Spécifications de charge pour ancrage unique sans influence des distances aux bords et des distances dans la région de température I dans l'utilisation de tiges filetées de qualité 5.8.

* Maçonnerie:

 

 

Rozměry

L x W x H

[mm]

Pevnost v tlaku

fb

[N/mm²]

Objemová hmotnost

p

[kg/m³]
  Brique pleine RT 307 acc. EN 771-1 -HD ≥228x108x54    ≥22    ≥1830
  Brique creuse RT 301 - Type 1 acc. EN 771-1 -LD ≥228x108x54    ≥22    ≥1305
  Brique creuse POROTON - Type 2 acc. EN 771-1 -LD ≥248x365x249    ≥8    ≥650
  Brique creuse LS BGV THERMO - Type 3 acc. 771-1 -LD ≥500x200x314    ≥6    ≥570
  Brique creuse BLOCS CREUX - Type 4 acc.771-1 -LD ≥500x200x200    ≥4    ≥900
  Béton cellulaire acc. EN 771-4 ≥635x250x300    ≥3    ≥350

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Instalační data

Art. nr. Résistance design - traction [Nrd] [kN]
Beton C20/25 Massiv mursten fb>43,8MPa 1) Hulsten fb>30MPa 2) Gasbeton 2,5MPa 3)
AT-HP + LMAS M8* 6.9 0.8 0.6 0.4
AT-HP + LMAS M10* 10.2 0.8 0.6 0.5
AT-HP + LMAS M12* 14.6 0.8 0.6 0.5
AT-HP + LMAS M16* 24.5 - - -
AT-HP + LMAS M20* 35.9 - - -
AT-HP + LMAS M24* 52.3 - - -
AT-HP + LMAS M27* 66.2 - - -
AT-HP + fer Ø8 x lbdmin - - - -
AT-HP + fer Ø10 x lbdmax - - - -
AT-HP + fer Ø14 x lbdmin - - - -
AT-HP + LMAS M30* 75.4 - - -
AT-HP + fer Ø8 x lbdmax - - - -
AT-HP + fer Ø12 x lbdmin - - - -
AT-HP + fer Ø14 x lbdmax - - - -
AT-HP + fer Ø10 x lbdmin - - - -
AT-HP + fer Ø12 x lbdmax - - - -
AT-HP + fer Ø16 x lbdmin - - - -
AT-HP + fer Ø16 x lbdmax - - - -
AT-HP + fer Ø20 x lbdmin - - - -
AT-HP + fer Ø20 x lbdmax - - - -
AT-HP + fer Ø25 x lbdmin - - - -
AT-HP + fer Ø25 x lbdmax - - - -
AT-HP + fer Ø28 x lbdmin - - - -
AT-HP + fer Ø28 x lbdmax - - - -
AT-HP + fer Ø32 x lbdmin - - - -
AT-HP + fer Ø32 x lbdmax - - - -

Instalační data

Art. nr. Resistance design - Cisaillement [VRd] [kN]
Beton C20/25 Massiv mursten fb>43,8MPa 1) Hulsten fb>30MPa 2) Gasbeton 2,5MPa 3)
AT-HP + LMAS M8* 7.4 0.8 0.6 0.4
AT-HP + LMAS M10* 11.6 0.8 0.6 0.5
AT-HP + LMAS M12* 16.9 0.8 0.6 0.5
AT-HP + LMAS M16* 31.4 - - -
AT-HP + LMAS M20* 49 - - -
AT-HP + LMAS M24* 70.6 - - -
AT-HP + LMAS M27* 91.8 - - -
AT-HP + fer Ø8 x lbdmin - - - -
AT-HP + fer Ø10 x lbdmax - - - -
AT-HP + fer Ø14 x lbdmin - - - -
AT-HP + LMAS M30* 112.2 - - -
AT-HP + fer Ø8 x lbdmax - - - -
AT-HP + fer Ø12 x lbdmin - - - -
AT-HP + fer Ø14 x lbdmax - - - -
AT-HP + fer Ø10 x lbdmin - - - -
AT-HP + fer Ø12 x lbdmax - - - -
AT-HP + fer Ø16 x lbdmin - - - -
AT-HP + fer Ø16 x lbdmax - - - -
AT-HP + fer Ø20 x lbdmin - - - -
AT-HP + fer Ø20 x lbdmax - - - -
AT-HP + fer Ø25 x lbdmin - - - -
AT-HP + fer Ø25 x lbdmax - - - -
AT-HP + fer Ø28 x lbdmin - - - -
AT-HP + fer Ø28 x lbdmax - - - -
AT-HP + fer Ø32 x lbdmin - - - -
AT-HP + fer Ø32 x lbdmax - - - -

M16, M20, M24, M27 and M30 not covered by masonry ETA.

Load specifications for single anchor without influence of spacing and edge distances in the temperature range I in the use of threaded rods of quality 5.8.

* Masonry:

 

Dimensions

L x W x H

[mm]

Compressive strength

fb

[N/mm²]

Bulk density

p

[kg/m³]

Solid clay brick RT 307
according to EN 771-1 – HD
≥228x108x54 ≥22 ≥1830
Hollow clay brick RT 301– Type 1
according to EN 771-1 – LD
≥228x108x54 ≥22 ≥1305
Hollow clay brick POROTON– Type 2
according to EN 771-1 – LD
≥248x365x249 ≥8 ≥650
Hollow clay brick POROTON– Type 2
according to EN 771-1 – LD
≥500x200x314 ≥6 ≥570
Hollow clay brick BLOCS CREUX – Type 4
according to EN 771-1 – LD
≥500x200x200 ≥4 ≥900
Autoclaved aerated concrete blocks
according to EN 771 – 4
≥635x250x300 ≥3 ≥350

 

1) For combined tension and shear loads or anchor groups and/or in the case of edge influence, a calculation per ETAG 029, Annex C, design method A shall be performed. For details see the ETA- approval(s).

2) The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of ᵧf=1.4.

3) Temperatur range I: -40°C to +80°C (max. long-term temperatur: +50°C; max. short-term temperatur: +80°C).

4) lunit: max. dimensions of the bricks

5) Non-bearing layers (eg. as plaster) have to be bridged.

6) The installation can be carried out in dry and wet base material.

7) The installation must be carried out in dry base material.

 

** Concrete:

The design resistances have been calculated using the partial safety factors for resistances stated in ETA- approvals(s).

The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of ᵧf=1.4.

The load figures are valid for reinforced concrete with a rebar spacing ≥ 15cm (any diameter) or with a rebar spacing ≥ 15cm if the rebar diameter is 10mm or smaller.

The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to the edges (c ≤ hef 60d) the concrete edge failure shall be calculated per EOTA Technical Report - TR 029 or acc. to CEN/TS 1992-4.

Concrete is considered non-cracked when the tensile stress within the concrete is σL +σR ≤ 0. In the absence of detailed verification σR = 3 N/mm2 can be assumed (σL equals the tensile stress within the concrete induced by external loads, anchors loads included).

For combined tension and shear loads or anchor groups and/or in the case of edge influence, a calculation per EOTA Technical Report - TR 029 or acc. to CEN/TS 1992-4 shall be performed. For details see the ETA- approval(s).

Technické údaje výztužné tyče

Art. nr. ø Betonstahl [mm] Bohrernenn- durchmesser [mm] Verankerungslänge [ldb] [mm] Zugbelastung im Beton C20/25 [Rds,N] [kN] Mörtel- volumen [ml]
AT-HP + LMAS M8* - - - - -
AT-HP + LMAS M10* - - - - -
AT-HP + LMAS M12* - - - - -
AT-HP + LMAS M16* - - - - -
AT-HP + LMAS M20* - - - - -
AT-HP + LMAS M24* - - - - -
AT-HP + LMAS M27* - - - - -
AT-HP + fer Ø8 x lbdmin 8 12 115 9.5 9
AT-HP + fer Ø10 x lbdmax 10 14 300 31 27
AT-HP + fer Ø14 x lbdmin 14 18 200 28.9 24
AT-HP + LMAS M30* - - - - -
AT-HP + fer Ø8 x lbdmax 8 12 280 16.5 15
AT-HP + fer Ø12 x lbdmin 12 16 170 21.1 18
AT-HP + fer Ø14 x lbdmax 14 18 420 60.7 51
AT-HP + fer Ø10 x lbdmin 10 14 145 15 13
AT-HP + fer Ø12 x lbdmax 12 16 130 44.6 38
AT-HP + fer Ø16 x lbdmin 16 20 230 38 31
AT-HP + fer Ø16 x lbdmax 16 20 480 79.3 65
AT-HP + fer Ø20 x lbdmin 20 25 285 58.8 60
AT-HP + fer Ø20 x lbdmax 20 25 600 123.9 127
AT-HP + fer Ø25 x lbdmin 25 30 355 91.6 92
AT-HP + fer Ø25 x lbdmax 25 30 750 193.5 194
AT-HP + fer Ø28 x lbdmin 28 35 840 173.4 249
AT-HP + fer Ø28 x lbdmax 28 35 1000 267.7 387
AT-HP + fer Ø32 x lbdmin 32 40 685 226.3 372
AT-HP + fer Ø32 x lbdmax 32 40 1000 330.3 543

Odpor výztužné tyče (Ha B500B) Ø8 až Ø32 mm. Hloubka navázání pod statickými vlivy (Eurocode 2) podle ETA-11/0139. Minimální vzdálenost =7x průměr a žádný vliv vzdálenosti od okraje.

Instalace

Instalace

Doby zpracování / vytvrzování

Mortar temperature

Tmortar

[°C]

Teplota součásti „T“

Tbase material

[°C]

Doba zpracování in dry/wet concrete

tgel

[min]

Doba vytvrzování in dry/wet concrete

tcure

[min; h]

+5°C -5°C to -1°C 15min 9h
+5°C 0°C to 4°C 12min 4h
+5°C 5°C to 9°C 9min 1,5h
+10°C 10°C to 19°C 4min 60min
+20°C 20°C to 29°C 1min 30min
+30°C 30°C and above <1min 20min

Concerning the version of the mortar with changing color proof, after the minimum curing time the blue colored injection mortar changed into grey. The curing color proof is available for standard version of the mortar only and the curing color proof is working above 5°C.

 

Drilling methods

Solid brick/concrete Percussion/hammer drilling
Hollow/perforated brick Rotation drilling
Aerated concrete Percussion/hammer drilling

 

Instalační parametry - beton

Art. nr. Bohrernenn- durchmesser [d0] [mm] Durchgangsloch im Anbauteil [df] [mm] Bohrloch- tiefe [h0=hef=8d] [mm] Bohrloch- tiefe [h0=hef=12d] [mm] Schlüssel- weite [SW] Montage- drehmoment [Tinst] [Nm] Char. Achsabstand [scr,N] [mm] Min. rozestupy [smin] Char. Rand- abstand [ccr,N] [mm] min. Rand- abstand [cmin] [mm] Mindest- bauteil- dicke - hef=8d [hmin] [mm]
AT-HP + LMAS M8* 10 9 64 96 13 10 175 40 88 40 100
AT-HP + LMAS M10* 12 12 80 120 17 20 213 50 106 50 110
AT-HP + LMAS M12* 14 14 96 144 19 40 255 60 128 60 126
AT-HP + LMAS M16* 18 18 128 192 24 80 330 80 165 80 164
AT-HP + LMAS M20* 22 22 160 240 30 150 400 100 200 100 204
AT-HP + LMAS M24* 28 26 192 288 36 200 447 120 223 120 248
AT-HP + LMAS M27* 30 30 216 324 41 270 503 135 251 135 276
AT-HP + fer Ø8 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - - - - -
AT-HP + LMAS M30* 35 33 240 360 46 300 537 150 268 150 310
AT-HP + fer Ø8 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - - - - -

Instalační parametry - Autoclaved pórobetonové bloky

Art. nr. Bohrernenn- durchmesser [d0] [mm] Durchgangsloch im Anbauteil [df] [mm] Bohrloch- tiefe [h1] [mm] Schlüssel- weite [SW] Montage- drehmoment [Tinst] [Nm] Verankerungs- tiefe [hef] [mm] Char. Achs- abstand - scr,N [mm] Min. Achs- abstand - smin [mm] Char. Rand- abstand - ccr,N [mm] Minimaler Rand- abstand - cmin [mm]
AT-HP + LMAS M8* 10 9 85 13 4 80 160 50 80 50
AT-HP + LMAS M10* 12 12 85 15 6 80 200 50 100 50
AT-HP + LMAS M12* 14 14 85 18 8 80 240 50 120 50
AT-HP + LMAS M16* - - - - - - - - - -
AT-HP + LMAS M20* - - - - - - - - - -
AT-HP + LMAS M24* - - - - - - - - - -
AT-HP + LMAS M27* - - - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - - - -
AT-HP + LMAS M30* - - - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - - - -

Instalační parametry - plná cihla

Art. nr. Bohrernenn- durchmesser [d0] [mm] Durchgangsloch im Anbauteil [df] [mm] Bohrloch- tiefe [h1] [mm] Schlüssel- weite [SW] Montage- drehmoment [Tinst] [Nm] Verankerungs- tiefe [hef] [mm] Char. Achs- abstand - scr,N [mm] Min. Achs- abstand - smin [mm] Char. Rand- abstand - ccr,N [mm] Minimaler Rand- abstand - cmin [mm]
AT-HP + LMAS M8* 10 9 85 13 4 80 160 50 80 50
AT-HP + LMAS M10* 12 12 85 15 6 80 200 50 100 50
AT-HP + LMAS M12* 14 14 85 18 8 80 240 50 120 50
AT-HP + LMAS M16* - - - - - - - - - -
AT-HP + LMAS M20* - - - - - - - - - -
AT-HP + LMAS M24* - - - - - - - - - -
AT-HP + LMAS M27* - - - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - - - -
AT-HP + LMAS M30* - - - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - - - -

Instalační parametry - duté cihly

Art. nr. Bohrernenn- durchmesser [d0] [mm] ø Siebhülse x Länge [ds x ls] [mm] Durchgangsloch im Anbauteil [df] [mm] Bohrloch- tiefe [h1] [mm] Schlüssel- weite [SW] Montage- drehmoment [Tinst] [Nm] Verankerungs- tiefe [hef] [mm] Char. Achs- abstand - scr,N [mm] Min. Achs- abstand - smin [mm] Char. Rand- abstand - ccr,N [mm] Minimaler Rand- abstand - cmin [mm]
AT-HP + LMAS M8* 16 16 x 85 & 16 x 130 9 135 13 4 130 500 100 250 100
AT-HP + LMAS M10* 16 16 x 85 & 16 x 130 12 135 15 6 130 500 100 250 100
AT-HP + LMAS M12* 16 16 x 85 & 16 x 130 14 135 18 8 130 500 100 250 100
AT-HP + LMAS M16* - - - - - - - - - - -
AT-HP + LMAS M20* - - - - - - - - - - -
AT-HP + LMAS M24* - - - - - - - - - - -
AT-HP + LMAS M27* - - - - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - - - - -
AT-HP + LMAS M30* - - - - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - - - - -

Instalační parametry - duté bloky

Art. nr. Bohrernenn- durchmesser [d0] [mm] ø Siebhülse x Länge [ds x ls] [mm] Durchgangsloch im Anbauteil [df] [mm] Bohrloch- tiefe [h1] [mm] Schlüssel- weite [Sw] Montagedreh- moment [Tinst] [Nm] Verankerungs- tiefe [hef] [mm] Char. Achs- abstand - scr,N [mm] Min. Achs- abstand - smin [mm] Char. Rand- abstand - ccr,N [mm] Minimaler Rand- abstand - cmin [mm]
AT-HP + LMAS M8* 16 16 x 130 9 135 13 4 130 500 100 250 100
AT-HP + LMAS M10* 16 16 x 130 12 135 15 6 130 500 100 250 100
AT-HP + LMAS M12* 16 16 x 130 14 135 18 8 130 500 100 250 100
AT-HP + LMAS M16* - - - - - - - - - - -
AT-HP + LMAS M20* - - - - - - - - - - -
AT-HP + LMAS M24* - - - - - - - - - - -
AT-HP + LMAS M27* - - - - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - - - - -
AT-HP + LMAS M30* - - - - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - - - - -

..

Instalační parametry - plná cihla fb>22 MPa 1)

Art. nr. Min. member thickness [hmin] [mm] Eff. embedment depth [hef] [mm] ø drilling diameter [d0] [mm] Depth of the drilling hole [h1] [mm] Installation torque [Tinst] [Nm] Maximum diameter of hole in the fixture [df] [mm] Char. edge distance [C1 & C2] [mm] Char. spacing 2) [S1 & S2] [mm]
AT-HP + LMAS M8* 108 80 10 85 4 9 250 250
AT-HP + LMAS M10* 108 80 12 85 6 12 250 250
AT-HP + LMAS M12* 108 80 14 85 8 14 250 250
AT-HP + LMAS M16* - - - - - - - -
AT-HP + LMAS M20* - - - - - - - -
AT-HP + LMAS M24* - - - - - - - -
AT-HP + LMAS M27* - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

Instalační parametry - dutý blok fb>22 MPa 1)

Art. nr. Min. member thickness [hmin] [mm] Eff. embedment depth [hef] [mm] ø drilling diameter [d0] [mm] Depth of the drilling hole [h1] [mm] Installation torque [Tinst] [Nm] Maximum diameter of hole in the fixture [df] [mm] Char. edge distance [C1 & C2] [mm] Char. spacing 2) [S1 & S2] [mm]
AT-HP + LMAS M8* 108 85 16 90 4 9 250 250
AT-HP + LMAS M10* 108 85 16 90 6 12 250 250
AT-HP + LMAS M12* 108 85 16 90 6 14 250 250
AT-HP + LMAS M16* - - - - - - - -
AT-HP + LMAS M20* - - - - - - - -
AT-HP + LMAS M24* - - - - - - - -
AT-HP + LMAS M27* - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

Instalační parametry - plynobeton fb>3,0 MPa 3)

Art. nr. Min. member thickness [hmin] [mm] Eff. embedment depht [hef] [mm] ø drilling diameter [d0] [mm] Depth of the drilling hole [h1] [mm] Installation torque [Tinst] [Nm] Maximum diameter of hole in the fixture [df] [mm] Char. edge distance [C1 & C2] [mm] Char. spacing [S1 & S2] [mm]
AT-HP + LMAS M8* 100 80 10 85 2 9 250 250
AT-HP + LMAS M10* 100 80 12 85 3 12 250 250
AT-HP + LMAS M12* 100 80 14 85 4 14 250 250
AT-HP + LMAS M16* - - - - - - - -
AT-HP + LMAS M20* - - - - - - - -
AT-HP + LMAS M24* - - - - - - - -
AT-HP + LMAS M27* - - - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* - - - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

1) Mursten iht. EN 771-1, fuger som eller bedre end KC 50/50/700, ingen ankre i fugerne.
2) Mindre end 250 mm hvis kun 1 anker i hver mursten.
3) Gasbeton iht. EN771-4.

Forudsætninger:
Gevindstænger er LMAS i el-galvaniseret og rustfri A4. Stålkvalitet er min. 5,8 samt A4-70. Alle angivne installationsdetaljer skal være opfyldt. Lastbæreevnen er angivet i kN (1 kN = 100 kg) og gælder for hvert anker. Alle værdier er regningsmæssige værdier og testet iht. relevante standarder. Indbyrdes ankerafstande (S) og kantafstande (C) i ovenstående tabel er minimumsafstande, uden reduktion i ankerbæreevnen pga. indbyrdes ankerafstande og kantafstande.
Hvis der er fuger tættere på ankeret end angivne kantafstand, skal det sikres at disse vil være i stand til at overføre lasterne. Ved brug af ovenstående lastbæreevner, skal lasten regnes ned til hvert enkelt anker i hvert enkelt lasttilfælde. Betonen forudsættes armeret. Ved tværlast må max. to ankre optage lasten.
De angivne forudsætninger kan ikke afviges, ved tvivl kontakt Simpson Strong-Tie® A/S på tlf:
+45 8781 7400, eller anvend Teknisk Håndbog fra www.strongtie.dk

Kontrol:
1. NRd ≥ NSd og VRd ≥ VSd og for kombinerede
2. (NSd/NRd) + (VSd/VRd) ≤ 1,2
Både 1 og 2 skal være opfyldt.

NRd (ankerets tilladelige træklastbæreevne) skal være større end eller lig med NSd (ankerets aktuelle trækbelastning) eller VRd (ankerets tilladelige tværlastbæreevne) skal være større end eller lig med VSd (ankerets aktuelle tværbelastning).

Certifikace

Prohlášení o funkčnosti (DoP)

Bezpečnostní list (SDS)

Knihovna CAD

DWG (2D) REVIT (2D) DWG (3D) REVIT (3D) SAT XML
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Žádné položky k dispozici.
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