Cold Stamping Mechanical Rebar Couplers
Product description
20 # carbon steel cold stamping rebar coupler for construction use
Product Description:
Advantages:
Normal sizes:
Cold Stamping Rebar Coupler | |||||||||
Size | Φ16 | Φ18 | Φ20 | Φ22 | Φ25 | Φ28 | Φ32 | Φ36 | Φ40 |
Length (mm) | 100.00 | 110.00 | 120.00 | 132.00 | 150.00 | 168.00 | 192.00 | 216.00 | 240.00 |
Inner Diameter(mm) | 21.00 | 23.00 | 25.00 | 28.00 | 31.00 | 34.00 | 38.00 | 42.00 | 44.00 |
Outer Diameter(mm) | 30.00 | 34.00 | 36.00 | 40.00 | 45.00 | 50.00 | 56.00 | 63.00 | 70.00 |
Weight (kgs) | 0.28 | 0.38 | 0.50 | 0.66 | 1.02 | 1.39 | 2.00 | 3.00 | 4.00 |
Cold Stamping Rebar Coupler Features:
1. Rebar Diameter: 16-40mm (16mm-32mm are used more) |
2. Cold stamping couplers should be used together with rebar cold stamping machine |
3. They could be used when one side of rebar is buried |
4. Very easy operation, portable, saving time, widely used in bridge construction |
5. Cold stamping machines two models: 16-32mm, 16-40mm |
6. Free samples of couplers are available |
Packaging & Shipping
Packaging details: carton/ nylon bag/ wooden box/ as customers’ requirements.
Delivery details: within 7 days after receiving full payment.
Shipping details: by sea/ air/ road/ as customers’ requirements.
FAQ
1. How to buy your ideal products?
You can provide us your drawing, and we will produce as your drawing.
Or we can design as your requirements if you do not have a clear plan.
2. How to pay?
TT and L/C are acceptable and TT will be more appreciated.
3. What is the delivery time?
It depends on order quantity.
Tensile test for the cold stamping rebar splice
1. 500pcs same size rebar splices as one batch, remained less than 500pcs also as one batch. Pick 3pcs from each batch to do tensile test, the length of tested rebar splice should be around 0.8m.
2. The tensile strength of all the 3 rebar splice samples should be higher than rebar standard tensile strength*1.05 or bar break.
3. If one of the 3 rebar splice samples tensile strength below the requested data(1.05*rebar standard tensile strength), should pick double quantity rebar splice samples to recheck. If there is still one sample tensile strength below the requested data, then the batch is not qualified.
4. Better to choose samples randomly from the construction site rebar splices. If condition doesn’t permit, also could produce the same samples as construction site.
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