FM-MP3 evo

Ekspansionshylse

FM-MP3 evo er et anker fremstillet af galvaniseret stål med tre ekspansionssekmenter, som installers i et forboret hul og forankres ved momentkontrolleret ekspansion.

CE mærket
Aftalegrundlag
Elgalvaniseret stål
Indoor
Feu R 120
Fix Calc

Produktinformationer

Billeder

Egenskaber

Materiale

  • Stål
  • Hvid zinkbelagt

Fordele

  • Universal metalanker, også egnet til hule grundmaterialer
  • Et-lags ankerkrop med unikt ekapansionssystem
  • Mange anvendelsesmuligheder
  • Brandmodstandsevne R120

Applikationer

Anvendelsesområder

  1. Sikkerhedsbarrierer
  2. Hegn
  3. Gelændere

Egnet til:

  • Godkendt til:
    1. Bærende konstruktioner i urevnet beton
    2. Anvendelse af flere ankre (multiple use) i ikkebærende konstruktioner i revnet og urevnet beton

Teknisk data

Dimensioner

Produktdimension - Kun anker

Art. nr. Bezeichnung Stik [Ø x L] Til skrue Hole diameter [do] [mm] Min. huldybde [h1] [mm] Nominel indlejringsdybde [hnom] [mm] Min. indstillingsdybde [hef] [mm] Huldiameter i befæstelseselement [df] [mm] Min. fastgørelses tykkelse [hmin] [mm] Drejemoment [Tinst] [Nm] Qty per box Antal pr. ydre kasse
73300B1205000FM-MP3 evo12x50*M812705043101001550500
73300B150600015x60*M1015806050121003025250
73300B180800018x80*M12181008069141405020200

* Certified product when coupled with hex head screw DIN933 grade 8.8 and washer DIN125-1 (tfix = Lv – hnom)

Produktdimension - Sekskantskrue klasse 8.8

Art. nr. Bezeichnung Stik [Ø x L] Unbrakoskrue [Ø x L] Maks. fastgørelses tykkelse [tfix] [mm] Hole diameter [do] [mm] Min. huldybde [h1] [mm] Nominel indlejringsdybde [hnom] [mm] Min. indstillingsdybde [hef] [mm] Huldiameter i befæstelseselement [df] [mm] Min. fastgørelses tykkelse [hmin] [mm] Gevindlængde [Lv] [mm] Drejemoment [Tinst] [Nm] Qty per box Antal pr. ydre kasse
73301B1808000FM-MP3 evo18x80M12x10020181008069141401005020100

Produktdimension - Sekskantskrue klasse 8.8 Stor skive

Art. nr. Bezeichnung Stik [Ø x L] Unbrakoskrue [Ø x L] Maks. fastgørelses tykkelse [tfix] [mm] Hole diameter [do] [mm] Min. huldybde [h1] [mm] Nominel indlejringsdybde [hnom] [mm] Min. indstillingsdybde [hef] [mm] Huldiameter i befæstelseselement [df] [mm] Min. fastgørelses tykkelse [hmin] [mm] Gevindlængde [Lv] [mm] Drejemoment [Tinst] [Nm] Qty per box Antal pr. ydre kasse
73307B1004500FM-MP3 evo10x45**M6x50510604536810050850500
73307B120500012x50**M8x60101270504310100601550500
73307B150600015x60**M10x80201580605012100803025250

** Not covered by CE certification

Produktdimension - Gevindstang klasse 5.8

Table "Produktdimension - Gevindstang klasse 5.8" cannot be displayed : no references available.

** Not covered by CE certification

Produktdimension - Smedet kopkrog

Table "Produktdimension - Smedet kopkrog" cannot be displayed : no references available.

** Not covered by CE certification

Produktdimension - Smedet øje

Table "Produktdimension - Smedet øje" cannot be displayed : no references available.

** Not covered by CE certification

Anbefalede belastninger / for enkeltankre / uden kantafstande eller mellemrum - ETA-09/0067

Art. nr. Bezeichnung Design capacity - Non-cracked concrete (3)
Spænding - Nrec1) Skæring - Vrec (1-2) Bending moment MRd [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
73300B1205000FM-MP3 evo5.7788.86.88.28.28.217
73300B1506000FM-MP3 evo8.310.41213.28.510.31213.234
73300B1808000FM-MP3 evo11.914.516.818.419.319.319.319.360

1. 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 loading figures
are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10 mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per
ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile
stress within the concrete induced by external loads, anchors loads included).

* The above load values also apply to: evo S

Designkapaciteter - enkelt forankring - ingen kantafstande

Art. nr. Bezeichnung Designkapacitet - ikke-revnet beton (3)
Spænding - NRd (1) Skæring - VRd (1-2) Bøjningsmoment MRd [Nm]
C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN] C20/25 [kN] C30/37 [kN] C40/50 [kN] C50/60 [kN]
73300B1205000FM-MP3 evo8---9.3---24
73300B1506000FM-MP3 evo1.6---11.6---48
73300B1808000FM-MP3 evo16.7---27---84
73301B1808000FM-MP3 evo16.7---27---84
73307B1004500FM-MP3 evo5---5.1---9.6
73307B1205000FM-MP3 evo8---9.3---24
73307B1506000FM-MP3 evo11.6---11.6---48

1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

** Not covered by CE certification 

Anbefalede belastninger / for enkeltankre / uden kantafstande eller mellemrum - ETA-10/0074

Art. nr. Bezeichnung Designkapacitet - revnet og ikke-revnet beton
Træk og Forskydning  -  Frec [kN]  -  C20/25-C50/60
73300B1205000FM-MP3 evo5.7
73300B1506000FM-MP3 evo7.6
73300B1808000FM-MP3 evo9.5

1. 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 loading figures
are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10 mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per
ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

* The above load values also apply to: evo S

Produktdimension - Gør-det-selv - Sekskantskrue

Table "Produktdimension - Gør-det-selv - Sekskantskrue" cannot be displayed : no references available.

Produktdimension - Gør-det-selv - Smedet kopkrog

Table "Produktdimension - Gør-det-selv - Smedet kopkrog" cannot be displayed : no references available.

* Not covered by CE certification

Produktdimension - Gør-det-selv - Smedet øje

Table "Produktdimension - Gør-det-selv - Smedet øje" cannot be displayed : no references available.

* Not covered by CE certification

Installation

Installation

Installation data

Art. nr. Bezeichnung Ø drilling hole [d0] [mm] Min. drill depth [h1] [mm] Ø boreholder [df] [mm] Installation torque [Tinst] [Nm] Embedment depth [hef] [mm] Min. support thickness [hmin] [mm]
73300B1205000FM-MP3 evo1270101543100
73300B1506000FM-MP3 evo1580123050100
73300B1808000FM-MP3 evo18100145069140
73301B1808000FM-MP3 evo18100145069140
73307B1004500FM-MP3 evo10608836100
73307B1205000FM-MP3 evo1270101543100
73307B1506000FM-MP3 evo1580123050100

** Not covered by CE certification 

Achs- und Randabstände - ETA-09/0067 Opt.7

Art. nr. Bezeichnung min. Randabstand [cmin] [mm] min. Achsabstand [smin] [mm] charak. Randabstand [ccr,N] [mm] charak. Achsabstand [scr,N] [mm]
73300B1205000FM-MP3 evo454565130
73300B1506000FM-MP3 evo505075150
73300B1808000FM-MP3 evo7575104208

**Ausführung RH ohne CE-Kennzeichnung

Afstande og kantafstande - ETA-10/0074

Art. nr. Bezeichnung Characteristic spacing(5) - Scr,N [scr,N] [mm] Characteristic edge distance [ccr,N] [mm] Min. edge distance [cmin] [mm] Min. spacing [smin] [mm]
73300B1205000FM-MP3 evo4545200130
73300B1506000FM-MP3 evo5050200150
73300B1808000FM-MP3 evo7575200210

* The above table values also apply to: evo S

Certificeringer

Ydeevnedeklaration (DoP)

ETA godkendelse (European Technical Assessment)

ZIP-pakker

Buy from Distributor

No items available.

Contact

Simpson Strong-Tie Danmark

Simpson Strong-Tie A/S

CVR 65653818
Egeskovvej 33
8700 Horsens
Danmark