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High Tensile Shear Connector Stud With Standard ISO 13918 Type: SD

Shear Studs ( Untread Welding Shear Connectors) are designed to tie the concrete slab with the steel beams and steel deck. This weld studs shear connectors can resist shear forces and increase shear loading capacity in steel buildings.
Mainly applied for through steel deck stud welding in composite construction project. Like high-rise steel-framed structures, industrial buildings, steel bridges construction welding, transportation facilities and other types of steel structures projects.All Shear Studs are supplied with ceramic ferrules (ceramic ring). The Ceramic ferrules are made of cordierite and able to withstand heat shock as well as high temperatures without melting or breaking

Quantity:
  • 19X90
  • HNF
  • 20170611

High Tensile Shear Connector Stud With Standard ISO 13918 Type: SD
 

The shear stud are fasteners with high strength stiffness connection. The shear studs are abbreviated as the cylindrical studs ( Cheese head studs for arc stud welding). The specifications of theshear studs are nominal diameter Ф10 ~ Ф25mm, The total length of the welding before the 40 ~ 300 mm. The nail has the top of the head with the glyphs to make the manufacturer's identification mark, the use of welding nail is very wide.

Shear Connector Studs are designed to tie the concrete slab to the steel beams and to resist shear loadings between the concrete slab and steel beam in composite construction. This enables us to load up to 1000 kg/m2 instead of the usual load which is much less. The procedure saves time and therefore money as well due to its simplicity.

Shear Stud Connectors are the most important element in Composite Beam design securing the concrete to steel structural components. Shear Stus Connectors resist shear forces and increase shear loading capacity in steel buildings,bridges.

图片1
CYLINDER HEAD WELDING
BOLT DIMENSION
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 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 13 17 21 23 29 31
h 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

Chemical Component Of Material (%)

Material

C

Si

Mn

P

S

Al

ML15AL

0.13-0.18

≤0.10

0.30-0.60

≤0.035

≤0.035

≥0.020

SWRCH18A

0.15-0.20

≤0.10

0.60-0.90

≤0.030

≤0.035

1≥0.020

Mechanical Properties  Of  Shear Stud Connector 

Country

Tensile strength
BN/mm2

Yield point
BS/mm2

Elongation 

percentage
δ%

Contraction 

percentage
Ψ%

BS EN

ISO13918:2008

≥450

≥350

≥15

 

USA
ANSI/AWS D1.1

≥415

≥345

≥20

≥50

CHINA
GB/T10433

≥400

≥320

≥14

 

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