Quick Detail
Place of Origin
Brand Name
DS
Model Number
GB
HS-CODE
83-
Package & Delivery Lead Time
Package
Conventional carton and wood pallet or according t
Delivery Lead Time
20-30 days and if goods in stock，it will be 7-15 days
Detailed Description
Cylinder Head Stud For Arc Stud Welding Carbon Steel Shear Stud Connector
Product information:
1. Applicable Scope of shear stud
(1)Nominal diameters:10-25mm cheese head shear connectors with ceramic ferrules for arc stud welding.
(2)Shear connectors are typically used in composite steel construction for holding concrete slabs to steel members to resist shear forces and increase shear loading capacity in steel buildings, bridges, columns caissons, containment liners, etc.They also act as embedment anchors on miscellaneous embedded plates, frames, angles, strip plates, attachments and connections.
2. Normative references
ISO 13918, GB/T 1043
3. Dimensions and mass of shear stud
Symbols and abbreviated terms
d = nominal diameter
d1= diameter of the weld collar
dk = head diameter of shear connector
k =height of the head on shear connector h = height of the weld collar
l =overall length of the shear connector (excluding aluminum ball or welding tip) l = l1+WA
l1= nominal length of the stud
WA = length of fluxing A = shape A of tip
B = shape B of tip
1 = optional groove at manufacturer 's discretion
2 = optional arc welding tip at manufacturer's discretion = face angle
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dimensions of shear stud (mm) |
d | d | 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 | max | 18.35 | 22.42 | 29.42 | 32.5 | 35.5 | 40.5 |
min | 17.65 | 21.58 | 28.58 | 31.5 | 34.5 | 39.5 |
d1(1) | 13 | 17 | 21 | 23 | 29 | 31 |
h(1) | 2.5 | 3 | 4.5 | 6 | 6 | 7 |
k | max | 7.45 | 8.45 | 8.45 | 10.45 | 10.45 | 12.55 |
min | 6.55 | 7.55 | 7.55 | 9.55 | 9.55 | 11.45 |
r | min | 2 | 2 | 2 | 2 | 3 | 3 |
WA | 4 | 5 | 5 | 6 | 6 | 6 |
l1(2) | (3)mass of shear studin kilograms per 1000 pieces (specific weight = 7,85 g/cm3) |
40 | 37 | 62 | | | | |
50 | 43 | 73 | 116 | | | |
60 | 49 | 83 | 131 | 188 | | |
80 | 61 | 104 | 163 | 232 | 302 | 404 |
100 | 74 | 125 | 195 | 277 | 362 | 481 |
120 | 86 | 146 | 226 | 321 | 422 | 558 |
150 | 105 | 177 | 274 | 388 | 511 | 673 |
180 | 123 | 208 | 321 | 455 | 601 | 789 |
200 | | 229 | 352 | 499 | 660 | 866 |
220 | | | 384 | 544 | 720 | 943 |
250 | | | 431 | 611 | 810 | 1050 |
300 | | | | 722 | 959 | 1251 |
(1) d1and h is the guide value. For special conditions, e.g. through-deck stud welding, they will be different. (2) l1 is the design value. For special conditions, e.g. through-deck stud welding, l1 will be shorter. (3) Due to the tolerances, the values of mass are only approximate. |
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