Het inwendige draadanker met kraag voor een eenvoudige slagmontage UITVOERINGEN. elektrolytisch verzinkt staal roestvast staal BOUWMATERIALEN

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1 Het inwendige draadanker met kraag voor een eenvoudige slagmontage UITVOERINGEN GOEDKEURINGEN elektrolytisch verzinkt staal roestvast staal BOUWMATERIALEN Goedgekeurd voor: Concrete C20/25 to C50/60, cracked, for the multiple fixings of non-load-bearing systems Beton C20/25 tot C50/60, ongescheurd Tevens geschikt voor: Beton C12/15 Natuursteen met hoge dichtheid VOORDELEN TOEPASSINGEN WERKING De kraag met reliëf voorkomt dat de ankerhuls wegglijdt en garandeert daardoor een probleemloze slagmontage. De metrische inwendige schroefdraad maakt het gebruik mogelijk van de standaard schroeven of draadstangen voor een ideale aanpassing voor het beoogde gebruik. Het EA II S-SDS machinemontagehulpstuk maakt een eenvoudige montage mogelijk, in het bijzonder bij serie-installaties. Het reliëf dat wordt aangebracht tijdens spreiding met het EAW H Plus montagehulpstuk maakt een eenvoudig gebruik mogelijk van het anker en biedt extra veiligheid. De EA II is geschikt voor doorsteekmontage. Plaats het inslaganker in het boorgat en beweeg het vlak op het oppervlak van de ankerbasis met een hamer. De huls wordt vervolgens gespreid door de inwendige bout met het EAW H Plus montagehulpstuk (alternatief: EA II-SDS machinemontagehulpstuk) in te drijven en tegen de boorgatwand te klemmen. De montagehulpstukken moeten op de kraag van het anker worden geplaats voor een juiste spreiding. Pijpleidingen en ventilatiesystemen Sprinklerinstallaties Kabelgoten en draden Traliewerk Stalen constructies Machines Consoles Bekisting schoren 1

2 TECHNISCHE GEGEVENS Elektrolytisch verzinkt Goed-keuring Boorgatdiameter Pluglengte Binnendraad d 0 l A1 Artikelnaam Art.-Nr. [mm] [mm] EA II M 6 x M 6 EA II M 6 x M 6 EA II M 8 x M 8 EA II M 8 x M 8 EA II M 8 x M 8 EA II M 10 x M 10 EA II M 10 x M 10 EA II M 10 x M 10 EA II M 12 x M 12 EA II M 12 x M 12 EA II M 16 x M 16 EA II M 20 x M 20 2

3 Roestvast staal A4, corrosieweerstandsklasse III Goed-keuring Boorgatdiameter Pluglengte Binnendraad d 0 l A1 Artikelnaam Art.-Nr. [mm] [mm] EA II M 6 x 30 A M 6 EA II M 8 x 30 A M 8 EA II M 8 x 40 A M 8 EA II M 10 x 40 A M 10 EA II M 12 x 50 A M 12 EA II M 16 x 65 A M 16 EA II M 20 x 80 A M 20 3

4 EHS M 12 x 50 Plus EA II M 12 x 50, EA II M 12 x 50 D 1 EHS M 16 x 65 Plus EA II M 16 x 65 1 EHS M 20 x 80 Plus EA II M 20 x 80 1 EA-ST EA M 12 x 50 N D 1 Hammerset anchor EA II (screw/threaded rod property class 4.6) Highest permissible loads for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/60. For the design the complete approval ETA-07/0142 has to be considered. Cracked or non-cracked concrete Effective anchorage Minimum member Maximum torque load spacing edge distance depth thickness moment h ef h min T inst,max F perm [mm] [mm] [Nm] [kn] [mm] [mm] EA II M 6 x ,0 1, EA II M 6 x ,0 1, EA II M 8 x ,0 1, EA II M 8 x ,0 2, EA II M 8 x ,0 2, EA II M 10 x ,0 1, EA II M 10 x ,0 2, EA II M 10 x ,0 3, EA II M 12 x ,0 1, EA II M 12 x ,0 4, safety factor for load actions of L = 1,4 are considered. Minimum possible axial spacings resp. edge distances while increasing the member thickness. The combination of minimum axial spacing and minimum edge distance with the minimum Minimum possible member thickness while increasing the axial spacings and edge distances. The combination of minimum axial spacing and minimum edge distance with the minimum member thickness is not possible. Exact data see approval. Further data for concrete C12/15 see approval. member thickness is not possible. Exact data see approval. Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads as well as bending moments see approval. 4

5 Inslaganker EA Hammerset II anchor EA II 4 High performance steel anchors Hammerset anchor EA II (screw property class 4.6) Highest permissible loads for a single anchor for multiple use for non-structural applications in pre-stressed hollow core slabs. For the design the complete approval ETA-07/0142 has to be considered. Bottom flange thickness Pre-stressed hollow core slabs Effective anchorage Maximum load spacing edge distance depth torque moment h ef T inst,max F perm [mm] [mm] [Nm] [kn] [mm] [mm] EA II M 6 x 25 4,0 1,0 EA II M 8 x 25 8,0 1, EA II M 10 x 25 15,0 1, EA II M 12 x 25 35,0 1,9 safety factor for load actions of L = 1,4 are considered. Minimum possible axial spacings resp. edge distances. Further data see approval. Concrete strength class C30/37 up to C50/60. The anchor may be used in a flange thickness d b = 30 mm with the same characteristic resistance, but the drill hole must not cut a cavity. Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads as well as bending moments see approval. Hammerset anchor EA II A4 (screw property class A4-50) Highest permissible loads for a single anchor for multiple use for non-structural applications in concrete C20/25 up to C50/60. For the design the complete approval ETA-07/0142 has to be considered. Cracked or non-cracked concrete Effective Max. load spacing edge distance anchorage depth member thickness torque moment h ef h min T inst,max F perm [mm] [mm] [Nm] [kn] [mm] [mm] EA II M 6 x 30 A ,0 1, EA II M 8 x 30 A ,0 2, EA II M 8 x 40 A ,0 2, EA II M 10 x 30 A ,0 2, EA II M 10 x 40 A ,0 3, EA II M 12 x 50 A ,0 4, Minimum possible member thickness while increasing the axial spacings and edge distances. The safety factor for load actions of L = 1,4 are considered. combination of minimum axial spacing and minimum edge distance with the minimum member Minimum possible axial spacings resp. edge distances while increasing the member thickness. thickness is not possible. Exact data see approval. The combination of minimum axial spacing and minimum edge distance with the minimum Further data for concrete strength class C12/15 see approval. member thickness is not possible. Exact data see approval. Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile loads, shear loads as well as bending moments see approval. Hammerset anchor EA II (screw property class 8.8) Highest permissible loads for a single anchor in concrete C20/25 For the design the complete approval ETA - 07/0135 has to be considered. Non-cracked concrete Effective anchorage depth member thickness Max. torque moment tensile load shear load spacing edge distance h ef h min T inst,max N perm V perm [mm] [mm] [Nm] [kn] [kn] [mm] [mm] EA II M 6 x ,0 4,0 3, EA II M 8 x ,0 4,0 4, EA II M 8 x ,0 6,1 4, EA II M 10 x ,0 4,0 6, EA II M 10 x ,0 6,1 6, EA II M 12 x ,0 8,5 11, EA II M 12D x ,0 8,5 15, EA II M 16 x ,0 12,6 18, EA II M 20 x ,0 17,2 29, safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s 3 x h ef and an edge distance c 1,5 x h ef. Minimum possible axial spacings resp. edge distance while reducing the permissible load. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. Only for multiple use for non-structural applications

6 Inslaganker Hammerset EA II anchor EA II Hammerset anchor EA II A4 (screw property class A4-70) Highest permissible loads for a single anchor in concrete C20/25 For the design the complete approval ETA - 07/0135 has to be considered. Non-cracked concrete Effective anchorage depth member thickness Max. torque moment tensile load shear load spacing edge distance h ef h min T inst,max N perm V perm [mm] [mm] [Nm] [kn] [kn] [mm] [mm] EA II M 6 x 30 A ,0 4,0 3, EA II M 8 x 30 A ,0 4,0 5, EA II M 8 x 40 A ,0 6,1 5, EA II M 10 x 30 A ,0 4,0 6, EA II M 10 x 40 A ,0 6,1 7, EA II M 12 x 50 A ,0 8,5 12, EA II M 12 D x 50 A ,0 8,5 13, EA II M 16 x 65 A ,0 12,6 21, EA II M 20 x 80 A ,0 17,2 33, safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s 3 x h ef and an edge distance c 1,5 x h ef. Minimum possible axial spacings resp. edge distance while reducing the permissible load. For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor groups) see approval. For higher concrete strength classes up to C50/60 higher permissible loads may be possible. Only for multiple use for non-structural applications. 6