Arc Studwelding Systems
Arc Studwelding Systems
Arc Studwelding Systems
TABLE OF CONTENTS
Page Stud Welding Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 Wear Studs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Standard Arc Studs & Part Numbers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 8 Koco Stud Welding Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 10 Koco Stud Welding Guns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 12 Headed Concrete Anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Headed Shear Connectors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Headed Concrete Anchors and Shear Connectors Standard Sizes . . . . . . . . . . . . . . . 15 Arc Stud Weld Inspection (Visual) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Composite Beam Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Consumables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Drawn
The stud is lifted off, while current is flowing, thus creating an arc.
The
Process minimum sheet thickness t maximum stud diameter d for welding from different positions suitable surface conditions
1)
common applications
studs with more than 8 mm in steel and boiler construction, and shipbuilding, on surfaces only coarsely cleaned, deep penetration, suitable for field welding.
1)
Here, we can give only general hints without any commitment or warranty on our part. The conditions must be tested in each individual case. Basically, a higher degree of surface cleanliness is required for shorter welding times. The best results are always achieved on bright metal surfaces.
Deep Mining Industry Open Pit Mines Quarries Tunneling Steelworks Ore Preparing Repair-shops for building machines Manufacturers of mining and building machines
Main benefits: High abrasion resistance Quick application on site Permanent protection Studs will not pop off, even when shovels or plates buckle. Cost cutting In comparison with conventional welding, stud welding takes only a quarter of the time for the same surface. Therefore, you save on electric power, and reduce heat with the consequence of less risk of warping.
Follow To Order instructions given for specific studs ordered: To Order: Specify type of stud; quantity; TxL (AWL) dimensions; type of material and arc shields or any other dimensions necessary.
NO THREAD
TAPPED THREAD
AISI grade 304 Other grades available on request Values for various grades available on request
These values should be used as a guide only, it is impractical to provide precise torque loadings for all conditions.
Length 20mm 25mm 30mm 35mm 40mm 45mm 50mm 55mm 60mm 65mm 70mm 75mm 80mm 85mm 90mm 95mm 100mm
M12 AS11-12-020 AS11-12-025 AS11-12-030 AS11-12-035 AS11-12-040 AS11-12-045 AS11-12-050 AS11-12-055 AS11-12-060 AS11-12-065 AS11-12-070 AS11-12-075 AS11-12-080 AS11-12-085 AS11-12-090 AS11-12-095 AS11-12-100
M16 AS11-16-020 AS11-16-025 AS11-16-030 AS11-16-035 AS11-16-040 AS11-16-045 AS11-16-050 AS11-16-055 AS11-16-060 AS11-16-065 AS11-16-070 AS11-16-075 AS11-16-080 AS11-16-085 AS11-16-090 AS11-16-095 AS11-16-100
M20 AS11-20-020 AS11-20-025 AS11-20-030 AS11-20-035 AS11-20-040 AS11-20-045 AS11-20-050 AS11-20-055 AS11-20-060 AS11-20-065 AS11-20-070 AS11-20-075 AS11-20-080 AS11-20-085 AS11-20-090 AS11-20-095 AS11-20-100
Add Suffix to Part Number to Indicate Stud Type. FT = Full Tread Eg. AS11-12-050FT RB = Reduced Base Eg. AS11-12-050RB PT = Part Thread (as per customer request)
Length 20mm 25mm 30mm 35mm 40mm 45mm 50mm 55mm 60mm 65mm 70mm 75mm 80mm 85mm 90mm 95mm 100mm
M12 AS12-12-020 AS12-12-025 AS12-12-030 AS12-12-035 AS12-12-040 AS12-12-045 AS12-12-050 AS12-12-055 AS12-12-060 AS12-12-065 AS12-12-070 AS12-12-075 AS12-12-080 AS12-12-085 AS12-12-090 AS12-12-095 AS12-12-100
M16 AS12-16-020 AS12-16-025 AS12-16-030 AS12-16-035 AS12-16-040 AS12-16-045 AS12-16-050 AS12-16-055 AS12-16-060 AS12-16-065 AS12-16-070 AS12-16-075 AS12-16-080 AS12-16-085 AS12-16-090 AS12-16-095 AS12-16-100
M20 AS12-20-020 AS12-20-025 AS12-20-030 AS12-20-035 AS12-20-040 AS12-20-045 AS12-20-050 AS12-20-055 AS12-20-060 AS12-20-065 AS12-20-070 AS12-20-075 AS12-20-080 AS12-20-085 AS12-20-090 AS12-20-095 AS12-20-100
Add Suffix to Part Number to Indicate Stud Type. FT = Full Tread Eg. AS12-12-050FT RB = Reduced Base Eg. AS12-12-050RB PT = Part Thread (as per customer request)
E L OT O P C O M PA C T S T U D W E L D I N G E Q U I P M E N T
502
802
1002
1702
2002
3002
S Welding under increased electrically hazardous conditions permissible, CE-Labelling according to EN 60974-1 etc.
Upadate 31.3.2006. Subject to technical modifications.
10
11
SK 14
4 - 12
K 22
4 - 14
K 22-D
4 - 19
K 24
13 - 22
K 26
13 - 25
3 - 12
6 - 12
3 - 12
3 - 16
2 1 - 4.5 60 - 90 5/35
35 5/4x1.0
Control cable pulg (4 wire) Body: fibre-glass reinforced polyamide (black) Length (excluding chuck) (mm) Body approx. (mm) Height (including handle) (mm) Weight excluding cables app. (kg)
= standard,
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General Purpose Studs used for other than shear transfer in composite beam design and construction.
DIMENSIONS IN MILLIMETRES
MATERIAL
LOW CARBON STEEL AS1443 S1010 to S1020 or K1010 to K1020 Tensile...................................380MPa (min) Elongation...............................................10%
MECHANICAL PROPERTIES
FERRULE
*HEADED CONCRETE ANCHORS are available for welding to flat surfaces, inside angles, and outside angles. Each of these applications requires the proper style stud and ferrule, so please specify your application when ordering studs. Ferrule exterior dimensions available on request.
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Headed Shear Connector are used as an essential component in composite beam design and construction.
DIMENSIONS IN MILLIMETRES
MATERIAL LOW CARBON STEEL AS1445 S1010 to S1020 or K1010 to K1020 Tensile....................................410MPa (min) Yield........................................345MPa (min) Elongation...............................................12% Reduction of area......................50% (min)
MECHANICAL PROPERTIES
SPECS: All ARCFIX STUDS MEET AUSTRALIAN STANDARD, AS1554 Test reports available upon request
FERRULE
*HEADED SHEAR CONNECTORS are available for welding to flat surfaces, inside angles, and outside angles. Each of these applications require the proper style stud and ferrule, so please specify your application when ordering studs. Ferrule exterior dimensions available upon request.
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CONCRETE ANCHORS
Part Number SC11-13-050 SC11-13-075 SC11-13-100 SC11-16-075 SC11-16-100 SC11-16-150 Size 12.7 x 50 12.7 x 75 12.7 x 100 16 x 75 16 x 100 16 x 150 Weight Ea .079 .104 .129 .161 .199 .278 Pack Qty 250 150 125 125 100 75
SHEAR CONNECTORS
Part Number SC11-19-075 SC11-19-095 SC11-19-100 SC11-19-105 SC11-19-115 SC11-19-120 SC11-19-125 SC11-19-150 SC11-19-175 SC11-19-200 SC11-22-100 SC11-22-125 SC11-22-150 SC11-22-175 SC11-22-200 Size 19 x 75 19 x 95 19 x 100 19 x 105 19 x 115 19 x 120 19 x 125 19 x 150 19 x 175 19 x 200 22 22 22 22 22 x x x x x 100 125 150 175 200 Weight Ea .217 .259 .271 .281 .303 .313 .329 .379 .441 .485 .358 .435 .505 .589 .649 Pack Qty 100 75 75 75 60 60 60 50 45 40 50 50 40 40 35
ALL THE ABOVE STUDS ARE MANUFACTURED AND NATA TESTED TO AS1554. CERTIFICATES AVAILABLE ON REQUEST LENGTHS INDICATED ARE AFTER WELD LENGTHS ACTUAL LENGTH IS 3 5mm LONGER
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GOOD WELD
Full, even shiny fillet all around stud.
HOT WELD
Very shiny, low profile fillet extruding beyond outside of ferrule.
COLD WELD
Small, uneven, dull appearing fillet with fingers of metal extending through vents of ferrule.
MISALIGNMENT
Partial or no fillet, undercut, stud not perpendicular to base, undercut base.
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COMPOSITE-BEAM CONSTRUCTION
Even without the use of metal decking, composite beam construction is, in several ways, superior to slab-on-beam construction. Composite design reduces steel weight. Live load deflection is reduced because of the concretes mass and thickness and the steel beams depth. Overall building height can be reduced because the beams are shallower saving on heating, air-conditioning and exterior and interior wall costs. Longer spans can be used with fewer columns, beams and connections. The results are larger rooms, more useable bay area, and more flexible floor plans. The structure goes up faster; fabrication costs come down. As stated, these benefits are attainable whether you use metal deck or through-deck welding. Consider, however, how much better composite beam construction is when you DO use metal deck and ARCFIX through-deck welding. The job costs less. You dont have to erect wood forms then strip them away, then reerect them. The metal deck which provides a permanent form for the concrete, can also incorporate cellular sections for electrical cables. Ceilings are easier to hang. You build better. Metal deck provides restraint for supporting members, stiffening the structure and giving better load distribution. The deck minimises deflection, reducing the amount of concrete needed. The concrete, itself, is better because the steel retains hydration needed for proper curing. Youll have fewer cracks, easier inspection. You build safer. The metal deck provides a safer, more stable platform for workmen of all trades. Metal deck also eliminates a major construction headache fire in the forms and shoring. Insurance rates are usually lower. These are typical of the benefits you can look for in composite beam/weld-through metal deck construction. Actual savings will, of course, vary with the job.
Cross section of a true composite beam: stud welded shear connectors transfer horizontal shear from slab to beam for maximum strength and load-bearing capacity. With most systems, as shown here, the metal deck provides a positive bond because of the keying of the concrete with the deck ribs. Accordingly, the deck itself can replace all or part of the bottom layer of reinforcing steel, for further economy.
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CONSUMABLES
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Stud Welding
Shear Connectors Threaded Arc Studs CD Studs CD Pins & Clips CD Welding Machines Arc Stud Welding Machines Stud Welding Machine Spares & Repairs
9 CHICAGO AVENUE BLACKTOWN NSW 2148 AUSTRALIA Tel: 61 2 9622 9622 Fax: 61 2 9622 9199 Email: epitech@epitech.com.au Web: www.epitech.com.au