ML15 Steel Shear Stud Weld
Specifications
Arc Weld Studs1.CE
2.5 days delivery time
3.ASTM A108, ASW D1.1, EN ISO13918, AS/NZS1554, JIS B1198
4.Advanced equipmen
1. Stud welding, portable welders, stud welders, welder generators & capacitor discharge stud welding systems
Shear Connector
Standard: ISO 13918; AWS D1.1,ASTM A108
Mechanical properties:
Tensile strength ≥ 450N/mm2
Yield strength ≥ 350N/mm2
Elongation ≥ 15%
GB/T 10433, ASTM A108, ASW D1.1, EN ISO13918, AS/NZS1554, JIS B1198 Shear stud/weld stud/
arc welding stud
Round-ended nail used in arc stud welding (shear studs)
Size and specification of the shear connector:
Nominal dia. -d |
10 |
13 |
16 |
19 |
22 |
25 |
Head dia.- dk max |
18.35 |
22 42 |
29.42 |
32.5 |
35.5 |
40.5 |
weld area diameter after welding -d 1 |
13 |
17 |
21 |
23 |
29 |
31 |
weld area height after welding- h |
2.5 |
3 |
4.5 |
6 |
6 |
7 |
stud melt length-WA |
4 |
5 |
5 |
6 |
6 |
6 |
Designed stud length after welding-l1 |
| STUD DIMENSIONS | |||||||
| d | nominal | 10 | 13 | 16 | 19 | 22 | 25 |
| min | 9.64 | 12.57 | 15.57 | 18.48 | 21.48 | 24.48 | |
| max | 10 | 13 | 16 | 19 | 22 | 25 | |
| dK | min | 17.65 | 21.58 | 28.58 | 31.5 | 34.5 | 39.5 |
| max | 18.35 | 22.42 | 29.42 | 32.5 | 35.5 | 40.5 | |
| K | min | 6.55 | 7.55 | 7.55 | 9.55 | 9.55 | 11.45 |
| max | 7.45 | 8.45 | 8.45 | 10.45 | 10.45 | 12.55 | |
| WA ref. | 4 | 5 | 5 | 6 | 6 | 6 | |
| L1 | 40-180 | 40-200 | 50-250 | 60-300 | 80-300 | 80-300 | |
| CHEMICAL COMPONSITIONS OF MATERIAL(%) | |||||||
| Material | C | Si | Mn | P | S | Al | |
| ML15AI | 0.13-0.18 | ≤0.10 | 0.30-0.60 | ≤0.035 | ≤0.035 | ≥0.020 | |
| MECHANICAL PROPERTIES | |||||||
| Country | Tensile strenghth bN/mm2 |
Yield point BS/mm2 |
Elongation percentage δ% |
Contraction percentage Ψ% |
|||
| CHINA GB/T10433 |
≥400 | ≥320 | δ5≥14 | ||||
| USA ANSI/AW Sd1.1 |
≥415 | ≥345 | δ4≥20 | ≥50 | |||
| JAPAN JIS B 1198 |
402-549 | ≥235 | δ3.54≥20 | ||||
| MECHANICAL PROPERTIES | |||||||
| Country | Test item | STUD SIZE | |||||
| 10 | 13 | 16 | 19 | 22 | 25 | ||
| CHINA GB/T10433 |
Tensile load N |
When the hammer hit the nail and the nail bend | 55860 | 84420 | 119280 | 159600 | 206220 |
| Bend test | When the hammer hit the nail and the nail bend 30°, there is no crack which can be see by eye in the area of weld bead and heat-affected zone | ||||||
| USA ANSI/AW Sd1.1 |
Tensile load N |
≥55100 | ≥83500 | ≥118000 | ≥158000 | ||
| The crack is not on the weld bead. | |||||||
| Bend test | Put the nail into the test set, and bend alternately the nail 30°in forward and negative direction (or bend the nail 90°), the crack is not on the weld. | ||||||
| JAPAN JIS B 1198 |
Tensile load N |
52960-72570 | 80410-110800 | 113800-155900 | 153000-208900 | ||
| Bend test |
When the hammer hit the nail, the nail bend less than 30°, there is no crack on the shank of nail and the welding
|
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PACKING AND CONTAINER LOADING PICTURES
PROJECT ACHIEVEMENT
Bridge engineering
Hangzhou bay sea -crossing bridge
Capital Airport Viaduct
Jiangsu nrth xingtang bridge
Shanghai-Nanjing high-speed xicheng bridge
Jiangsu dongdai bridge
Beijing East Second Ring ROAD INTERCHANGE 21TUamp Brige
Beijing New west street overpass
Guangdong Huizhou daya Bay Railway Bridge Projcet
......
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