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Atlas Copco MAI Systems® SDA®
MAI® - SDA® Anker (Self Drilling Hollow Core Anchor)
A Hollow Core Anchor system as self drilling rock bolt for tunnelling in accordance with DIN 21521
The Atlas Copco MAI® Self-Drilling Anchoris a unique anchoring system and is today’sanswer to the increasing demands of thetunnelling industry and ground engineering for safer and faster production.The system provides advantages for all areas of itsapplications, where boreholes would require thetime consuming drilling with casing systems inunconsolidated or cohesive soil.
Features and Advantages• Particulary suitable for difficult ground conditions.• A high rate of installation since drilling, placing and grouting can be performed in one single operation.• Self drilling system eliminates the requirement for a cased borehole.• Installation with simultaneous drilling and grouting possible.• Suitable for working in limited space, height and in areas of difficult access.• Simple post grouting system. • Easy installation in all directions, also upwards • Hot-dipped galvanizing for corrosion protection
Applications• Slope stabilization• Micro injection pile• Temporary support anchor
SPECIFICATIONS
TECHNICAL DATA T 76N T 76SOutside diameter..............................................76 mm...................76 mm
Internal diameter, average................................51 mm.................. 45 mm
External diameter, effective............................. 76 mm.................. 76 mm
Effective cross sectional area, average............ 1835 mm2............. 2400 mm2
Ultimate load capacity...................................... 1600 kN................ 1900 kN
Yield load capacity............................................ 1200 kN................ 1500 kN
Average tensile strength, Rm...........................880 N/mm2........... 790 N/mm2
Average yield strength, Rp0,2.......................... 660 N/mm2........... 630 N/mm2
Weight.............................................................. 15.0 kg/m.............. 19.7 kg/m
GENERAL DATA
Type of steel............................................. EN 10083-1
Thread type...............................................T76. MAI*
* = Factory standard
Atlas Copco Rock Reinforcement
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. 2004.1
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No.
9851
2233 0
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ANCHOR COUPLING T76
6.46.4
200200
9595
T76N&ST76N&S gal.
Diam.mm
Lengthmm
Part number Kg Type
Machined steel coupling with patented middle stopMachined steel coupling with patented middle stop hot dip galvanized
98991506469899700325
NG TypeNG Type
ANCHOR PLATE T76
26.926.9
Dimensionmm
Thicknessmm
KgPart number Hole diam.mm
T76N&ST76N&S gal.
Cold deformed with patented geometryCold deformed with patented geometry
250 x 250250 x 250
98991510479899700327
4040
8080
DRILL BIT T76 Description Kg TypePart number
T76/Ø130/EXT76/Ø120/ESS-FT76/Ø175/XX
989970005498991509439899152281
6.04.66.0
EX TypeESS TypeXX Type
Hardened cross drill bit for medium to dense soil and soft rock.Button Drill Bit with TC-inserts. For medium to hard rock formationsStepped cross drill bit for soft soils
T76
XX TypeEX Type
Hammer
Shank adapter Adapter coupling Anchor rod Anchor coupling Anchor rod Bit
Locking function
NUT T76
100100
8080
3.63.6
98991506459899700326
Key sizemm
Lengthmm
Part number Kg
T76N&ST76N&S gal.
Machined steel nutMachined steel nut hot dip galvanized
ESS-F Type
ANCHOR ROD T76
7676
5145
7676
18352400
16001900
12001500
880790
660630
15.019.7
2 2
Outsidediameter
Averageinternal
diameter
Effectiveexternaldiameter
Aver. effcross
sectional area
Ultimate loadcapacity
Yield loadcapacity
Averagetensile
strength Rm
Averageyield strength
Rp0,2Weight
mm mm mm mm kN kN N/mmN/mm kg/m
T76NT76S
T76NT76ST76N gal.T76S gal.
Part number
1 meter long 2 meter long 3 meter long 4 meter long 6 meter long
9899150754989915110198997003189899700322
9899150644989915110298997003199899700323
9899150650989915110398997003209899700324
9899150651989915110498997003219899700202
98991506529899151105
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2
Competence Rock Center Reinforcement