MULTI-MONTI Technical manual
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1 MUTI-MONTI Technical manual Version 01/2017
2 Technical manual MUTI-MONTI Content Instructions for fixing P. 3 Chapter 1: Admissible loads in as well as P. 4 anchor characteristics for MMS-6 to MMS Admissible loads as well as anchor-characteristics for fixations in cracked and non-cracked with MUTI-MONTI - screw-in-anchors MMS-7,5 to MMS Admissible loads as well as anchor-characteristics for fixations of lightweight systems and for fixations in non-cracked with MUTI-MONTI -screw-in-anchors MMS-6 to MMS-10 Chapter 2: Recommended loads for fixations in and P. 6 brickwork as well as anchor characteristics for MUTI-MONTI -screw-in-anchors MMS-5 to MMS Recommended loads for fixations in cracked and non-cracked with MUTI-MONTI -screw-in-anchors MMS-5 to MMS Recommended loads for fixations in brickwork with MUTI-MONTI - screw-in-anchors MMS-5 to MMS Recommended loads for fire prevention F-30 to F-120 in and brickwork for MUTI-MONTI -screw-in-anchors MMS-5 to MMS-12 Chapter 3: Products P. 8 2
3 Instructions for fixing The fixing-system MUTI-MONTI is based on a completely new concept in structural fasteners. By threading the fixing into the substrate material, the thread undercuts and thus enables a positive and safe threaded anchorage like that of an undercut anchor. The threaded anchorage is not subject to any expansion pressure and fixed without pre the base material. The quality of the drilled hole is the critical factor for an easy setting of the wall-anchor MUTI-MONTI. Please ensure that the holes are drilled perpendicular to the fixing plane and that they are sufficiently deep. The drill dust has to be taken out. In you should use hammer drills according to DIN 8035 and percussion drills in brickwork. The minimum s for setting the MUTI-MONTI are to be found in the following tables. For adjusting and leveling, deeper settings are possible. All necessary technical data is to be found in the following tables. Because of the undercutting of the threads, the anchorage is guaranteed without retaining force. It is therefore not necessary, unlike other anchoring and plug systems, to apply high torques for a reliable fixing. The preload to be applied serves only the fastening of the component to be fixed. In order to avoid an overload of the anchorage, the manufacturer recommends adherence to the recommended tightening torques, given in T inst. For fixings with hexagon head screws, type MMS-S and with pan head screws, type MMS-P you can use commercially available plain washers according to DIN 9021 or DIN 440. The min. anchor length has to be calculated by addition of the clamping and the embedment. In case, there is no MUTI-MONTI -screw-in-anchor available in the requested length, the next longer anchor has to be taken. In this case, drilling- and embedment will increase. ing Cleaning Screwing Finished 3
4 Technical manual MUTI-MONTI Chapter 1 Admissible loads in 1.1 Maxium admissible loads for anchorages with single anchors in cracked and non-cracked according to ETA 05/0010 and ETA 05/0011 (The complete approval needs to be taken into account when calculating loads) Anchor-size MMS-7,5 MMS-10 MMS-12 MMS-14 MMS-16 A4 galv. A4 galv. A4 galv. galv. galv. Approval-no. ETA 05/ Max. admissible tension load *) "N zul " of a single anchor without edge influence 1) Cracked 3) Non-cracked 3) [kn] 1,8 2,0 3,7 4,9 8,2 12,1 [kn] 2,6 3,1 4,9 6,5 12,3 16,4 Max. admissible shear load *) "V zul " of a single anchor without edge influence 2) Cracked 3) Non-cracked 3) [kn] 4,5 3,4 5) 9,8 5) 7,9 5) 14,3 11,3 5) 17,7 5) 24,2 5) [kn] 6,0 5) 3,4 5) 9,8 5) 7,9 5) 16,2 5) 11,3 5) 17,7 5) 24,2 5) Admissible bending load *) "M zul " Dimensions of member and installation data [Nm] 10,9 9,4 22,2 18,7 45, ,1 107,1 Nominal drill = [mm] 6,0 8,0 10,0 12,0 14,0 ing [mm] overall [mm] Calculating embedment h ef = [mm] 40 47,5 54,5 71,5 87,5 Min. spacing s min = [mm] Min. edge distance c min = [mm] Min. thickness of member Clearance hole diamter through fixture = [mm] d f [mm] Recommended installation torque 4) T inst = [Nm] ) that means c 1,5 * hef and s 3 * hef 2) that means c 10 * hef 3) with normal reinforcement. In case of higher higher loads may be possible 4) the installation torque is noed in the approvals and therefore not relevant for the observance of the admission 5) steel failur decisive *) based on the partial safety factors of anchor resistance acc. approvals and a partial safety factor of the action γg = 1,35. In case of combined loading, anchor-groups as well as edge and spacing influences please see the instructions for the calculation method A in attachment C of the ETAG or following chapters of the calculation help. Tinst d f SW 4
5 1.2 Admissible loads for fixations in non-cracked and for fixations of lightweight systems with MUTI-MONTI -screw-in-anchors (The complete approval needs to be taken into account when calculating loads) Anchor-size MMS-6 MMS-7,5 MMS-7,5 MMS-10 galv. galv. galv. galv. Admissible loads of single anchors for tension, shear and combined loads in uncracked Admissible load F zul in [kn] 1,5 2,0 3,0 - Admissible bending load of single anchors Admissible bending load M zul [Nm] 5,1 10,0 10,0 - Dimensions of member and installation data Spacing s [mm] Edge distance c [mm] Width of member b [mm] Reduction factor of the adm. case of reinforcement with spacing smaller than 15 cm in the fixation area [-] 0,7 0,7 0,7 - Admissible loads of single anchors for the fixation of lightweight systems Admissible load F zul for fixations of lightweight systems acc. DIN in [kn] 0,3 0,5 0,8 0,8 Admissible loads for single anchors in case of fire prevention requestions Admissible load F120 in case of fire influences [kn] 0,3 0,5 0,5 0,8 Dimensions of member and installation data Nominal drill = [mm] 5,0 6,0 6,0 8,0 ing [mm] overall [mm] Spacing s = [mm] Edge distance c = [mm] 100 Min. thickness of member = [mm] + 50 mm Clearance hole diamter through fixture d f [mm] 6, ,5 Recommended installation torque T inst = [Nm]
6 Technical manual MUTI-MONTI Chapter 2 Recommended loads for fixations in and masonry for MMS-5 to MMS Recommended loads for fixations in cracked and non-cracked with MUTI-MONTI -screw-in-anchors MMS-5 to MMS-20 Anchor-size MMS-5 MMS-6 MMS-7,5 MMS-10 MMS-12 MMS-14 MMS-16 MMS-20 Max. recommended tension load "N" of a single anchor without edge influence 1) galv. galv. A4 galv. A4 galv. A4 galv. galv. galv. galv. Non-cracked 3) Cracked 3) [kn] 2,6 3,8 5,3 6,8 8,3 12,5 17,0 18,3 [kn] 1,8 2,7 3,8 4,9 6,0 9,0 12,1 13,1 Max. recommended shear load "V" of a single anchor without edge influence 2) Non-cracked 3) Cracked 3) [kn] 2,0 3,1 6,0 3,4 9,9 7,9 14,3 11,3 17,8 24,2 40,0 [kn] 2,0 3,1 4,5 3,4 9,9 7,9 16,2 11,3 17,8 24,2 31,4 Recommended bending load "M" of a single anchor [Nm] - 5,1 10,9 9,4 22,2 18,7 45,9 35,0 65,0 107,0 - Dimensions of member and installation data Nominal drill diamater ing overall Calculating embedment Min. edge distance Min. spacing 10 = [mm] [mm] + [mm] h ef = [mm] c min = [mm] s min = [mm] Min. thickness of member = [mm] Clearance hole diamter through fixture d f [mm] 6,0 7,0 8,5 12,0 14,0 16,0 18,0 22,0 Recommended installation torque T inst = [Nm] ) that means c 1,5 * hef and s 3 * hef 2) that means c 10 * hef 3) with normal reinforcement d f 6
7 2.2 Recommended loads for fixations in brickwork with MUTI-MONTI -screw-in-anchors MMS-5 to MMS-12 Anchor-size Strength MMS-5 MMS-6 MMS-7,5 MMS-10 MMS-12 MMS-14 MMS-16 MMS-20 galv. galv. galv. galv. galv. galv. galv. galv. Max. recommended tension load of a single anchor without edge influence 1) in sand-lime-brick Recommended tension load "N" in sand-lime-brick [kn] KS 12 0,5 1,1 1,4 2,1 2, Max. recommended tension load of a single anchor without edge influence 1) in full-brick Recommended tension load "N" in full-brick [kn] MZ 12 0,3 0,5 0,8 1,0 1, Max. recommended tension load of a single anchor without edge influence 1) in clinker Recommended tension load "N" in clinker [kn] KS 12 0,5 1,1 1,4 2,1 2, Dimensions of the brickwork member and installation data Nominal drill diamater 2) ing overall Calculating embedment Min. edge distance Min. spacing Min. thickness of brickwork Clearance hole diamter through fixture Recommended installation torque = [mm] [mm] + [mm] h ef = [mm] c min = [mm] s min = [mm] = [mm] d f [mm] 6,0 7,0 8,5 12,0 14, T inst = [Nm] ) edge distance to the wall c 1,5 * hef 2) percussion drill 2.3 Recommended loads for fire prevention F-30 to F-120 in and brickwork for MUTI-MONTI -screw-in-anchors MMS-5 to MMS-12 Anchor-size MMS-5 MMS-6 MMS-7,5 MMS-10 MMS-12 MMS-14 MMS-16 MMS-20 Recommended load for tensile, shear and oblique loads fore fire prevention fixations in oad in case of fire prevention requestions in [kn] F 30 0,5 0,9 1,5 2,7 4, F 60 0,3 0,6 1,1 2,0 3, F 90 0,25 0,4 0,8 1,5 2, F 120 0,1 0,3 0,5 1,0 1, Recommended load for tensile, shear and oblique loads fore fire prevention fixations in brickwork oad in case of fire prevention requestions in brickwork 1) [kn] F 30 0,5 0,8 1,25 2,5 3, F 60 0,3 0,5 0,8 1,4 2, F 90 0,15 0,35 0,5 1,0 1, F 120 0,1 0,3 0,3 0,8 1, ) consider the load-recommendations of chapter 2.2 7
8 Technical manual MUTI-MONTI Chapter 3 Products 3.1 MMS-S : MUTI-MONTI -S screw-in-anchor hexagon head d f cracked MMS-S 1) 6 x 40* SW ,4 MMS-S 6 x 50 SW ,3 1,5 3,8 MMS-S 6 x 60 SW ,3 1,5 3,8 MMS-S 6 x 80 SW ,3 1,5 3,8 MMS-S 6 x 100 SW ,3 1,5 3,8 MMS-S 1) 7,5 x 35* SW ,2 MMS-S 1) 7,5 x 40* SW ,2 MMS-S 7,5 x 45 SW ,5 2,0 3,7 MMS-S 7,5 x 50 SW ,5 2,0 3,7 MMS-S 7,5 x 60 SW ,0 7) 3,1 7) 5,3 MMS-S 7,5 x 80 SW ,0 7) 3,1 7) 5,3 MMS-S 7,5 x 100 SW ,0 7) 3,1 7) 5,3 MMS-S 7,5 x 120 SW ,0 7) 3,1 7) 5,3 MMS-S 7,5 x 140 SW ,0 7) 3,1 7) 5,3 MMS-S 10 x 60 SW ,8-5,0 MMS-S 10 x 70 SW ,7 7) 4,9 7) 6,8 MMS-S 10 x 80 SW ,7 7) 4,9 7) 6,8 MMS-S 10 x 100 SW ,7 7) 4,9 7) 6,8 MMS-S 10 x 120 SW ,7 7) 4,9 7) 6,8 MMS-S 10 x 140 SW ,7 7) 4,9 7) 6,8 MMS-S 10 x 160 SW ,7 7) 4,9 7) 6,8 MMS-S 1) 12 x 60* SW ,7 MMS-S 12 x 80 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 90 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 100 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 120 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 140 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 160 SW ,9 7) 6,5 7) 8,3 MMS-S * ) 14 x 80 SW ,3 MMS-S 14 x 110 SW ,2 7) 12,3 7) 12,5 MMS-S 14 x 130 SW ,2 7) 12,3 7) 12,5 MMS-S 14 x 150 SW ,2 7) 12,3 7) 12,5 MMS-S 1) 16 x 80* SW ,3 MMS-S 1) 16 x 120* SW ,9 MMS-S 16 x 130 SW ,1 7) 16,4 7) 17,0 MMS-S 16 x 150 SW ,1 7) 16,4 7) 17,0 MMS-S 1) 20 x 100* SW ,5 MMS-S 1) 20 x 130* SW ,3 1) = not part of the approvals 7) = according to ETA 05/0010 *) = on request * = not qualified for fastenings in case of fire 8
9 3.2 MMS-S : MUTI-MONTI -S screw-in-anchor hexagon head with washer DIN 440 ( 43 mm) d f cracked MMS-S 12 x 180 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 200 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 240 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 280 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 320 SW ,9 7) 6,5 7) 8,3 7) = according to ETA 05/ MMS-SS : MUTI-MONTI -SS screw-in-anchor hexagon head with combined washer d0 df SW Washerdia meter cracked MMS-SS 6 x 50 SW-8 11, ,3 1,5 3,8 MMS-SS 6 x 60 SW-8 11, ,3 1,5 3,8 MMS-SS 7,5 x 50 SW-10 14, ,5 2,0 3,7 MMS-SS 7,5 x 60 SW-10 14, ,0 7) 3,1 7) 5,3 MMS-SS 10 x 70 SW-13 19, ,7 7) 4,9 7) 6,8 MMS-SS 10 x 80 SW-13 19, ,7 7) 4,9 7) 6,8 MMS-SS 12 x 90 SW-15 22, ,9 7) 6,5 7) 8,3 MMS-SS 12 x 100 SW-15 22, ,9 7) 6,5 7) 8,3 7) = according to ETA 05/0010 9
10 Technical manual MUTI-MONTI 3.4 MMS-S stainless steel A4 : MUTI-MONTI -S screw-in-anchor hexagon head Material: stainless steel A other steel grades on request Surface: stainless steel, self-colour phosphated tip d f cracked [mm] [mm] [mm] [mm] [mm] [mm] [kn] [kn] [kn] MMS-S 7,5 x 50/10* SW ,5 2,0 3,7 MMS-S 7,5 x 75/10 SW ,8 7) 2,6 7) 5,3 MMS-S 10 x 85/10 SW ,7 7) 4,9 7) 6,8 MMS-S 10 x 95/20 SW ,7 7) 4,9 7) 6,8 MMS-S 12 x 100/10 SW ,9 7) 6,5 7) 8,3 MMS-S 12 x 120/30 SW ,9 7) 6,5 7) 8,3 7) = according to ETA 05/0011 * = not qualified for fastenings in case of fire 3.5 MMS-ST : MUTI-MONTI -ST screw-in-anchor with metric stud SW M fix Joint thread cracked [mm] [mm] [mm] [mm] [mm] [mm] [kn] [kn] [kn] MMS-ST 6 x 60 SW-10 M 6 * ,3 1,5 3,8 MMS-ST 7,5 x 70 SW-10 M 8 * ,5 2,0 3,7 MMS-ST 7,5 x 80 SW-10 M 8 * ,0 7) 3,1 7) 5,3 MMS-ST 7,5 x 100 SW-10 M 8 * ,0 7) 3,1 7) 5,3 MMS-ST 7,5 x 120 SW-10 M 8 * ,0 7) 3,1 7) 5,3 MMS-ST 7,5 x 140 SW-10 M 8 * ,0 7) 3,1 7) 5,3 MMS-ST 7,5 x 160 SW-10 M 8 * ,0 7) 3,1 7) 5,3 MMS-ST 10 x 80 SW-13 M 10 * ,8-5,0 MMS-ST 10 x 100 SW-13 M 10 * ,7 7) 4,9 7) 6,8 MMS-ST 10 x 120 SW-13 M 10 * ,7 7) 4,9 7) 6,8 7) = according to ETA 05/
11 3.6 MMS-I : MUTI-MONTI -I screw-in-anchor with internal metric stud M8 or M10 respectively combined internal thread M8 / M10 d f Internal metric stud Embedmen t cracked [mm] [mm] [mm] [mm] [mm] [mm] [kn] [kn] [kn] MMS-I *) 7,5 x 60 SW-13 M8 / M ,0 7) 3,1 7) 5,3 MMS-I 7,5 x 60 SW-13 M8 * ,0 7) 3,1 7) 5,3 MMS-I 10 x 85 SW-13 M10 * ,7 7) 4,9 7) 6,8 7) = according to ETA 05/0010 *) = not according VDS-regulations, combined internal thread M8 * 10 / M10 * MMS-P : MUTI-MONTI -P screw-in-anchor pan head df cracked MMS-P 1) 5 x 30* T-20 7, ,9 MMS-P 1) 5 x 50* T-20 7, ,6 MMS-P 1) 6 x 30* T-30 11, ,9 MMS-P 1) 6 x 40* T-30 11, ,4 MMS-P 6 x 50 T-30 11, ,3 1,5 3,8 MMS-P 6 x 60 T-30 11, ,3 1,5 3,8 MMS-P 6 x 80 T-30 11, ,3 1,5 3,8 MMS-P 1) 7,5 x 25* T-40 13, ,2 MMS-P 7,5 x 45 T-40 13, ,5 2,0 3,7 MMS-P 7,5 x 50 T-40 13, ,5 2,0 3,7 MMS-P 7,5 x 70 T-40 13, ,0 7) 3,1 7) 5,3 MMS-P 10 x 70 T-40 17, ,7 7) 4,9 7) 6,8 1) = not part of the approvals 7) = according to ETA 05/0010 * = not qualified for fastenings in case of fire 11
12 Technical manual MUTI-MONTI 3.8 MMS-P stainless steel A5 : MUTI-MONTI -P screw-in-anchor pan head Material: stainless steel A other steel grades on request Surface: stainless steel, self-colour phosphated tip df cracked MMS-P 7,5 x 75/10 T-30 13, ,8 7) 2,6 7) 5,3 MMS-P 7,5 x 85/20 T-30 13, ,8 7) 2,6 7) 5,3 MMS-P 7,5 x 95/30 T-30 13, ,8 7) 2,6 7) 5,3 MMS-P 7,5 x 115/50 T-30 13, ,8 7) 2,6 7) 5,3 7) = according to ETA 05/ MMS-MS : MUTI-MONTI -MS screw-in-anchor flange head d f cracked MMS-MS 7,5 x 45 T-30 17, ,5 2,0 3,7 MMS-MS 7,5 x 50 T-30 17, ,5 2,0 3,7 MMS-MS 7,5 x 60 T-30 14, ,0 7) 3,1 7) 5,3 7) = according to ETA 05/
13 3.10 MMS-F : MUTI-MONTI -F screw-in-anchor countersunk head df cracked MMS-F 1) 5 x 30* T-25 8, ,9 MMS-F 1) 5 x 40* T-25 8, ,6 MMS-F 1) 5 x 50* T-25 8, ,6 MMS-F 1) 5 x 60* T-25 8, ,6 MMS-F 1) 6 x 40* T-30 11, ,9 MMS-F 6 x 50 T-30 11, ,3 1,5 3,8 MMS-F 6 x 60 T-30 11, ,3 1,5 3,8 MMS-F 6 x 80 T-30 11, ,3 1,5 3,8 MMS-F 6 x 100 T-30 11, ,3 1,5 3,8 MMS-F 6 x 120 T-30 11, ,3 1,5 3,8 MMS-F 6 x 140 T-30 11, ,3 1,5 3,8 MMS-F 7,5 x 50* T-40 13, ,5 2,0 3,7 MMS-F 7,5 x 60 T-40 13, ,0 7) 3,1 7) 5,3 MMS-F 7,5 x 80 T-40 13, ,0 3,1 7) 5,3 MMS-F 7,5 x 100 T-40 13, ,0 3,1 7) 5,3 MMS-F 7,5 x 120 T-40 13, ,0 3,1 7) 5,3 MMS-F 7,5 x 140 T-40 13, ,0 3,1 7) 5,3 MMS-F 7,5 x 160 T-40 13, ,0 3,1 7) 5,3 MMS-F 10 x 80 T-40 17, ,7 7) 4,9 7) 6,8 1) = not part of the approvals 7) = according to ETA 05/0010 * = not qualified for fastenings in case of fire 13
14 Technical manual MUTI-MONTI 3.11 MMS-F stainless steel A5 : MUTI-MONTI -F screw-in-anchor countersunk head Material: stainless steel A Surface: stainless steel, self-colour phosphated tip df cracked MMS-F 7,5 x 75/10 T-30 13, ,8 7) 2,6 7) 5,3 MMS-F 7,5 x 85/20 T-30 13, ,8 7) 2,6 7) 5,3 MMS-F 7,5 x 95/30 T-30 13, ,8 7) 2,6 7) 5,3 MMS-F 7,5 x 115/50 T-30 13, ,8 7) 2,6 7) 5,3 7) = according to ETA 05/ MMS-KS : MUTI-MONTI -KS reduced countersunk head df cracked MMS-KS 1) 5 x 40 T-20 7, ,6 MMS-KS 1) 5 x 50 T-20 7, ,6 1) = not part of the approvals 14
15 3.13 MMS-R : MUTI-MONTI -R eye-bolt-anchor included installation tool Eye cracked MMS-R 1) 6 x 40 1) = not part of the approvals installation tool , MMS-TC TimberConnect : MUTI-MONTI -TimberConnect screw-in-anchor with secondary wood thread Installation tools MMS-TC MMS-TC 7,5 MMS-TC 10 MMS-TC 12 Installation tools T T T50 d0 d0 h1 cracked MMS-TC 7,5 x 100 T-30 10, > 40 1,0 8) 1,0 8) - MMS-TC 10 x 130 T-45 15, > 60 2,1 8) 2,1 8) - MMS-TC 12 x 160 T-50 17, > 80 3,3 8) 3,3 8) - 8) = according to the German DIBt-approval no. Z with: utility class 1; kmod = 0,6; solid wood C 24 15
16 Safe and secure HECO-Schrauben GmbH & Co.KG Dr.-Kurt-Steim-Straße 28, D Schramberg Tel.: +49 (0) / Fax: +49 (0) / info@heco-schrauben.de Internet: YouTube: Your specialized dealer: /2016 Subject to change
Technical Manual. Stand 05/2011
MULTI-MONTI Technical Manual Stan5/2011 Technical Manual HECO-MULTI-MONTI Contents Instructions for fixing P. 3 Chapter 1 : Admissible loads in as well as P. 4 anchor-characteristics for MMS-6 to MMS-16
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