Drop-in Anchor E / ES Steel, zinc plated

Transcription

1 Drop-in Anchor for non-cracked concrete and multiple use in cracked and non-cracked concrete Drop-in Anchor E / ES Steel, zinc plated Drop-in Anchor E Range of loading:,2 kn - 28,6 kn Range of concrete quality: C20/ - C/60 M6-M20 ) M6-M6 approved M0-M20 )4) M8-M6 2) R30-R20 M6-M20 M6-M6 The Drop-in Anchor E/ES is approved for redundant fastening for non-structural applications in cracked and non-cracked concrete. The anchor sizes with an embedment of 30 deep are also approved as single anchor in non-cracked concrete. The Drop-in Anchors with an anchorage depth of are, however, permitted in pre-stressed hollow core slabs. The Drop-in Anchor E/ES is placed into the drill hole in pre-setting installation and expanded reliably by means of a manual or haer drill setting tool. Using a detachable setting tool with a stop drill bit (ASW) allows for quick and efficient, high volume installations. Using the marking setting tool produces a visible marking on the anchorsleeve which confirms the correct installation. Advantages - Approved for use as multiple fixing in cracked and uncracked concrete - Approved as multiple fixing in pre-stressed concrete slabs - Approved for use as single fixing in non-cracked concrete (Anchorage depth 30 ) - Shallow drilling depth, thus low risk of hitting reinforcement strikes (Anchorage depth ) - Quick, rational and efficient installation due to the detachable setting tool with a stop drill bit (ASW) - Simple visual inspection with marking tool - Many possible applications due to the use of standard metric screws and threaded rods - FM approval for the installation of sprinkler systems (M0-M20))4) - Suitable for the installation of sprinkler systems according to the requirements of damage prevention VDS, GmbH (M8-M6)2) - Fire resistance tested in concrete C20/ to C/60 Applications Suspensions in the area of heating, sanitary and ventilation, anchoring with threaded rods and screws, flat steel, profiled steel. Applies only to anchorage depths hef > 30 Not for applications in pre-stressed hollow core slabs Only for multiple use for non-structural applications 4) Also applies to ES M0x ) 2) PR MKT

2 Drop-in Anchor E Steel, zinc plated E M 5 x ) x M5 x ,74 E M 6 x x 30 M6 x ,84 E M 8 x x 30 M8 x 3 00,7 E M 8 x x 40 M8 x 20 00,49 E M 0 x x 40 M0 x 5,07 E M 2 x x M2 x 8 2,8 E M 2 x x 80 M2 x 45 3,5 E M 6 x x 65 M6 x 23 2,55 E M 6 x x 80 M6 x 38 2,9 E M 20 x 80 ) Not part of assessment x 80 M20 x 34 4,45 Thread Ø x length per package Thread Ø x length per package Steel, zinc plated/approved for concrete Lipped Drop-in for installations in a bottomless hole ES M 6x 02 8 x M6 x ,74 ES M 8 x x M8 x 2 00,05 ES M 8 x x 30 M8 x 3 00,5 ES M 8 x x 40 M8 x 20 00,53 ES M 0 x x M0 x 2 0,80 ES M 0 x x 30 M0 x 2 0,89 ES M 0 x x 40 M0 x 5,0 ES M 2 x x M2 x 2,5 ES M 2 x x M2 x 8 2,5 ES M 6 x x 65 M6 x 23 2,53 Safety Setting Tool Standard Setting Tool For Drop-in Anchor E and ES With hand guard For Drop-in Anchor E and ES E-SW 5 x E-SW 6 x ,09 E-SW 6 x ,09 0,38 E-SW 8 x 09 0, , E-SW 8 x ,4 E-MSH 0 x , E-SW 8 x ,4 E-MSH 0 x ,45 E-SW 0 x 092 0,5 E-MSH 2 x ,45 E-SW 0 x ,5 E-MSH 2 x ,47 E-SW 0 x ,5 E-MSH 2 x ,5 E-SW 2 x 093 0,24 E-MSH 6 x , E-SW 2 x , E-MSH 6 x ,55 E-SW 2 x ,22 E-MSH 20 x ,62 E-SW 6 x 65 E-SW 6 x 80/DW 5 E-SW 20 x ,4 0,68 E-MSH 6 x E-MSH 8 x 0980 E-MSH 8 x E-MSH 8 x E-MSH 0 x 209 PR MKT 43 Approved for concrete

3 Drop-in Anchor for non-cracked concrete and multiple use in cracked and non-cracked concrete Stop drill bit Plug-on setting tool with stop drill bit For Drop-in Anchor Suitable stop drill bit [] ES M 6 x BB 8 x BB 8 x x ES M 6 x E-ASW 6 x 0, E/ES M 6 x 30 BB 8 x 30 BB 8 x x 30 E/ES M 6 x 30 E-ASW 6 x 30 0, E-ASW 8 x ES M 8 x BB 0 x BB 0 x x ES M 8 x E-ASW 8 x 0, E-ASW 8 x E/ES M 8 x 30 BB 0 x 30 BB 0 x x 30 E/ES M 8 x 30 E-ASW 8 x 30 0, E-ASW 8 x E/ES M 8 x 40 BB 0 x 40 0,23 BB 0 x x 40 E/ES M 8 x 40 E-ASW 8 x 40 0,2 E-ASW 0 x ES M 0 x BB 2 x 0,2 BB 2 x 00 2 x ES M 0 x E-ASW 0 x 0,2 E-ASW 0 x E/ES M 0 x 30 BB 2 x 30 0,2 BB 2 x x 30 E/ES M 0 x 30 E-ASW 0 x 30 0,2 E-ASW 0 x E/ES M 0 x 40 BB 2 x 40 0,24 BB 2 x x 40 E/ES M 0 x 40 E-ASW 0 x 40 0,2 BB 5 x x ES M 2 x - 0,5 BB 5 x x E/ES M 2 x - 0,7 E-ASW 6 x E-ASW 6 x 30 For Drop-in Anchor Suitable for plug-on setting tool SDS Setting Tool With SDS plus connection. E-SW 6 x SDS E-SW 8 x SDS 098 E-SW 8 x 30 SDS E-SW 8 x 40 SDS 099 E-SW 0 x SDS E-SW 0 x 30 SDS E-SW 0 x 40 SDS E-SW 2 x SDS ,0 E-SW 2 x SDS ,0 h m hmin hef=h0 tfix Tinst d0 E M2 x 80 E M2 x 80 E M2 x 80 Nm Installation PR MKT

4 Extract from Permissible Service Conditions of European Technical Assessment ETA-02/0020 Approved loads for single anchor without influence of spacing and edge distance. Total safety factor as per ETAG 00 included (γ M ). Load capacities under fire exposure see page 66. Loads and performance data Drop-in Anchor E/ES M5x,2) M6x30 ) M8x30 ) M8x40 M0x30 ) M0x40 M2x M2x80 M6x65 M6x80 non-cracked concrete Mean ultimate loads, tension (Screw 8.8) C/30 Num [kn] 8,0 0,0,5 3,5 5,6 6,9 24, 36,4,5 Mean ultimate loads, shear (Screw 8.8) C/30 Vum [kn] 5,7 6,9,, 3,5 3,5 29,5,4 76,4 Approved loads, tension (Screw 5.6 to 8.8) C20/ appr. N [kn],4 3,3 3,3 3,6 3,3 5, 7, 0,5 4,3 C/30 appr. N [kn],5 3,6 3,6 3,8 3,6 5,6 7,8,5 5,7 C30/37 appr. N [kn],7 3,6 4,0 4,0 4,0 6,2 8,6 2,8 7,4 C40/ appr. N [kn],9 3,6 4,7 4,4 4,7 7,2 0,0 4,9 20,3 C/60 appr. N [kn] 2, 3,6 5, 4,6 5, 7,9,0 6,3 22,2 Approved loads, shear (Screw 5.6) > C20/ appr. V [kn],5 2, 3,9 3,9 4,0 4, 9,0 6,8 26,2 Approved loads, shear (Screw 5.8) > C20/ appr. V [kn] 2,0 2,9 3,9 3,9 4,0 4,, 8,0 28,6 Approved loads, shear (Screw 8.8) > C20/ appr. V [kn] 2,0 2,9 3,9 3,9 4,0 4,, 8,0 28,6 Approved bending moments (Screw 5.6) appr. M [Nm] - 3,3 8, 8, 5,8 5,8 27,8 7,0 38,6 Approved bending moments (Screw 5.8) appr. M [Nm] - 4,3 0,9 0,9 2, 2, 37, 94,9 85, Approved bending moments (Screw 8.8) appr. M [Nm] - 6,9 7, 7, 33,7 34,3 60,0 52,0 296,6 Effective anchorage depth hef [] Characteristic spacing scr, N [] Characteristic edge distance ccr, N [] 37, ,5 20 Minimum spacing smin [] Minimum edge distance cmin [] Minimum thickness of concrete slab hmin [] M20x80 diameter do [] Diameter of clearance hole in the fixture df [] Depth of drill hole h0 [] /80 65/80 4) 80 Installation torque Tinst < [Nm] Minimum screwing depth Lsd [] Maximum screwing depth Lth [] /45 23/38 4) 34 ) Valid only for statically indeterminate systems. 2) Not part of assessment. E/ES M2x / E M2x80 4) E M6x55 / E M6x80 Extract from Permissible Service Conditions of European Technical Assessment ETA-05/06 Multiple use for non-structural applications. Total safety factor as per ETAG 00 included (γ M ). The maximum load per fixing point for multiple use for non-structural applications may, depending on national regulations, are below the approved load of the anchor. The approved loads per fixing point are regulated for their respective countries in the ETAG 00, Part 6. Loads and performance data Drop-in Anchor E/ES M6x M6x30 M8x M8x30 M8x40 M0x M0x30 M0x40 M2x M2x M6x65 cracked and non-cracked concrete Approved loads (C2/5 and C6/20) appr. F [kn],2 -,2 - -,7 - -,7 - - Approved loads (C20/ to C/60) appr. F [kn],7,2,9,7 2,0 2, 2,0 2,0 2, 2,4 6,3 Approved bending moments (Screw 4.6) appr. M [Nm] 2,6 2,6 6,4 6,4 6,4 2,8 2,8 2,8 22,2 22,2 56,9 Approved bending moments (Screw 5.6) appr. M [Nm] 3,3 3,3 8, 8, 8, 5,8 5,8 5,8 27,8 27,8 7,0 Approved bending moments (Screw 5.8) appr. M [Nm] 4,3 4,3 0,9 0,9 0,9 2, 2, 2, 37, 37, 94,9 Approved bending moments (Screw 8.8) appr. M [Nm] 6,9 6,9 7, 7, 7, 34,3 33,7 34,3 60,0 60,0 52,0 Effective anchorage depth hef [] Characteristic spacing scr [] Characteristic edge distance ccr [] Minimum spacing ) smin [] Minimum edge distance ) cmin [] Standard/Minimum thickness of concrete slab hmin 2 /hmin [] 00/ / / / diameter do [] Diameter of clearance hole in the fixture df [] Depth of drill hole h0 [] Installation torque Tinst < [Nm] Minimum screwing depth ) Lsd [] Maximum screwing depth ) Lth [] Loads under fire exposure (C20/ to C/60) Approved loads R30 appr. F [kn] 0,4 0,4 0,6 0,9, 0,6 0,9,5 0,6,5 4,0 (for screw > 4.8) Approved loads R60 appr. F [kn] 0,35 0,35 0,6 0,9 0,9 0,6 0,9,5 0,6,5 4,0 Approved loads R90 appr. F [kn] 0,3 0,3 0,6 0,6 0,6 0,6 0,9, 0,6,5 3,0 Approved loads R20 appr. F [kn] 0, 0,3 0,5 0,5 0,5 0,5 0,7 0,9 0,5,2 2,4 Approved loads R30 appr. F [kn] 0,4 0,8 0,6 0,9,5 0,6 0,9,5 0,6,5 4,0 (for screw > 5.6) Approved loads R60 appr. F [kn] 0,35 0,8 0,6 0,9,5 0,6 0,9,5 0,6,5 4,0 Approved loads R90 appr. F [kn] 0,3 0,4 0,6 0,9 0,9 0,6 0,9,5 0,6,5 3,7 Approved loads R20 appr. F [kn] 0, 0,3 0,5 0,5 0,5 0,5 0,7,0 0,5,2 2,4 Characteristic spacing scr,fi [] Characteristic edge distance ccr,fi [] For anchor designing, an easy to operate software on CD-ROM is available on request or can be downloaded at ) Data for minimum thickness of concrete see ETA-05/ PR MKT 45

5 Drop-in Anchor for non-cracked concrete and multiple use in precast pre-stressed hollow core slabs Extract from Permissible Service Conditions of European Technical Assessment ETA-05/06 Multiple use for non-structural applications. Total safety factor as per ETAG 00 included (γ M ). The maximum load per fixing point for multiple use for non-structural applications may, depending on national regulations, are below the approved load of the anchor. The approved loads per fixing point are regulated for their respective countries in the ETAG 00, Part 6. Loads and performance data M6 x M8 x M0 x M2 x Precast pre-stressed hollow core slabs C30/37 to C/60 Flange thickness db > [] 35 (30 ) ) Approved loads F appr. [kn],7,9 2, 2, Approved bending moments (Steel 4.6) appr. M [Nm] 2,6 6,4 2,8 22,2 Approved bending moments (Steel 4.8) appr. M [Nm] 3,5 8,6 7, 29,7 Approved bending moments (Steel 5.6) appr. M [Nm] 3,3 8, 5,8 27,8 Approved bending moments (Steel 5.8) appr. M [Nm] 4,3 0,9 2, 37, Approved bending moments (Steel 8.8) appr. M [Nm] 6,9 7, 34,3 60,0 Spacing distance scr = smin [] 200 Edge distance ccr = cmin [] diameter do [] Diameter of clearance hole in the fixture df [] Depth of drill hole h0 > [] Installation torque Tinst < [Nm] ) must not cut hollow core Admissible anchor positions in precast pre-stressed hollow core slabs Minimum spacing and edge distance in precast pre-stressed hollow core slabs l c d b hollow core w e c min d b pre-stressing steel c min admissible anchor position l p w / e < 4,2 w hollow core width e web thickness Minimum edge distance c min > Minimum spacing > 200 Core distance l c > 00 Pre-stressing steel distance l p > 00 Distance between anchor position and pre-stressing steel > Installation Nm PR MKT