Hot Dipped Galvanize G. I Tie Wire #16

• Customization: Available
• After-sales Service: Immediately Installment Instructions.
• Warranty: /
• Model NO.: N/a
• Cross Sectional Shape: Round
• Application: Construction Wire Mesh
• Type: Galvanized
• Wide in Width: 2.1M
• Surface Treatment: Electro Galvanized
• Metal Wire Drawing: Cold Drawing
• Status: In Hard State
• Thickness: Metal Thick Wire
• Galvanize: Wire
• Gi: Tie Wire
• Steel: Wire
• Gal: Tie Wire
• Transport Package: Container
• Trademark: Guorui
• Origin: Shandong China
• HS Code: 7217200000
• Production Capacity: 50000

Product Description

Product Description

 

GI wire, also known as galvanized iron wire, is a type of wire made by coating a carbon steel wire with zinc. The zinc coating acts as a barrier to protect the steel wire from rust and corrosion. The process of applying the zinc coating is called galvanization, which is why it is called galvanized iron wire.

The GI wire or Galvanized Iron Wire is a result of a process called Galvanization. An anti-rust shielded zinc metal coating makes the wire rust-resistant.
 

Product Parameters

 

item	galvanized steel wire
Standard	GB/T343; BS EN 10257-1:1998; GB/T3028; BS 4565; ASTM B-498: 1998 GB/T15393; BS EN 10244-2:2001
Grade	Q195,Q215, Q235,45,60,65,70,80
Length	as your requirement
Application	instruction, industrial production fields,agriculture, forestry and fishery,handicrafts, electricity
Certification	ISO COC BIS and other
Si Content (%)	standard
Place of Origin	China
Model Number	requried
Tolerance	±1%
Processing Service	bending Cutting
Steel Grade	Q195,Q215, Q235,45,60,65,70,80
Surface Finish	hot dip galvanized, electrical galvanized, zinc-coated, black zinc-coated, yellow zinc
Delivery Time	7-15 days
Product name	Steel Wire
Material	Q195,Q215, Q235,45,60,65,70,80
Type	Soft or hard,  or defined
Surface	blue, black, yellow, silver,etc
Usage	construction
MOQ	1000 kgs
Diameter	0.1-50mm
Packing	Standard Seaworthy Package
Size	0.1-16mm

 

Installation Instructions

 

1. The binding joints of the steel rebars shall be at the center and both ends shall be fastened.
2. The intersections of the steel bars on the vertical planes of the steel skeleton of the walls, columns, and beams should all be fastened. Besides, fasten all the intersections between the upper rebars, too. While the bottom reinforcement bars can be staggered and fastened at intervals except for the edge part.
3. The stirrup hooks of beams and columns and the welding points close to stirrups should be staggered longitudinally. And on the same surface, the area percentage of the butt welded joint of the welded closed stirrup should not exceed 50%.
4. The longitudinal reinforcement bars of the infill wall structural column should be bound together with the frame reinforcement.
5. The distance between the stirrups in the beams and columns, the horizontally distributed steel bars in the wall and the stirrups of the hidden columns, and the steel bars in the slab should be 50 mm from the edge.
 

Detailed Photos