Company Profile
Products
Welded Pipe
Tubular Piles
Seamless Pipe
OCTG
Stainless Pipe
Ductile Iron Pipe
Copper Tube
Fin Tube
Plastic Pipe
Steel Plate/Coil
Bar,Rod & Wire
Pipe Fittings
Fastener
Reference List
Association Membership
Company News
Quality Policy
HSE
EPCM
Catalogue
Pipe Specification
Coating Specification
Pipe Fitting Specs
API Specification
AS(Australian Standards)
DIN(Deutsche Institut für Normun)
EN(Europaischen Normen)
GOST Specification
NF(Norme Francise)
Contact Us

Products 

 

BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR

  • BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR
  • BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR
  • BS 4449 460B/B500B,ASTM A615 G60S/G40S Epoxy Coated Deformed Bar,Rebars
  • fusion_bonded_epoxy_coating_for_steel_different_color_optional_high_density
  • BS 4449 460 REBARS
  •   BS ISO 14654 Epoxy Coated Rebars
  • BS 4449 460B/B500B,ASTM A615 G60S/G40S Epoxy Coated Rebars
  • FBE COATED REBARS
  • Epoxy-Coated-Steel-Dowel-Production-Line
  • Epoxy-Coated-Steel-Dowel-Production-Line
  • Deformed Welded Epoxyy Coated Rebar Mesh
  • Deformed Welded Galvanized Rebar Mesh
  • ASTM A934/A934M Expoxy Coated Prefabricated Steel Reinforcing Bars
  • ASTM A775/A775M Epoxy Coating Steel Reinforcing Bars
  • BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR
  • BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR
  • BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR
  • BS 4449,ASTM A615,ASTM A775,ISO 14654 FUSION BONDED EPOXY COATED REBAR/DEBAR
Model No.︰-
Brand Name︰-
Country of Origin︰-
Unit Price︰US $ 695 / MT
Minimum Order︰20 MT
Share on:

 Total 13 Related Items 
Prev12345Next

Product Description
 

Rebar Coating

 

FUSION BONDED EPOXY COATING

 

Fusion bonded epoxy coating, commonly referred as FBE coating is widely used to protect concrete reinforcing rebars, steel pipes, piping connections, etc used in construction.

Fusion-bonded epoxy coating principally protects against corrosion by serving as an electrochemical and a physical barrier that isolates the steel from the oxygen, moisture, & chloride ions that cause corrosion. Epoxy coating has high electrical resistance, which blocks the flow of electrons that make up the electrochemical process of corrosion. In addition to serving as a circuit breaker, the coating protects in way that is less obvious: coating reduces the size and number of potential cathodic sites, which limits the rate of corrosion reaction that could occur. As a matter of fact, for macrocell corrosion to take place, a large area of steel surface is needed to serve as the cathode where oxygen reduction can occur. The coating almost eliminates such cathodic reaction.

FBE coatings are in the form of dry powder at normal atmospheric temperature. The powder when applied electrostatically on to the surface cleaned, hot steel bars, that it fuses, melts, flows and cures to an adherent continuous chemically cross linked protective film. 

 

 

 

PROCESS DESCRIPTION

 

The process of applying fusion-bonded epoxy coating to steel reinforcement involves four major steps:

 

1.     Surface preparation.

2.     Heating.

3.     Powder application.

4.     Cooling.

 

 

 

BLASTING OF BARS:

 

Reinforcing steel is blast-cleaned to a near white metal finish using abrasive material (shots & grits) in Shot Blaster. The shots clean the surface of the bar & grits provide an anchor (40 – 100µm) to the bar surface.

 

HEATING OF BARS:

 

The blasted bars are heated to required temperature specified by the Epoxy powder manufacturer (around 230°C) by passing them through an electric induction heater.

 

COATING OF BARS:

 

The heated bars are then passed through an Epoxy coating booth where epoxy powder is applied electrostatically. As the powder leaves the gun, an electrical charge is imparted to the epoxy powder particles. These electrically charged particles are attracted to the grounded steel surface providing a uniform coverage of the coating. When the dry powder touches the hot steel, it melts, flows, quickly gels as a film (200 –300 µm thick) on the reinforcing bars and on its deformations while the residual heat cures the coating.

 

COOLING OF BARS:

 

The coated bars after curing are passed through a cooling tunnel, where water is sprayed on to the bars to cool them. The bars are then kicked off on to the final inspection rack for testing and inspection. The testing on coated bars is carried as per ASTM775 and IS 13620 or such specification requirements. The acceptance tests usually conducted are thickness measurements, flexibility test and holiday test. Once they are inspected they are bundled/strapped for dispatch to the job site for fabrication and will be part of the structure

 

 

 

 

MAIN TECHNICAL PARAMETERS OF FBECR

Parameter

ASTM BS ISO
A775:2007 14654:1999
Bar Anchor Profile 1.5-4.0 mils 1.96-2.75 mils
Coating Thickness 7-12 mils [8-16mm] 7-12 mils
7-16 mils [18-40mm]
Coating Holidays 3 holidays/m(max) 4 holidays/m(max)
Coating Flexibility 180 deg. bent using 8D 180 deg. bent using 4D&6D
Cathodic Disbondment Test Not Applicable Average Disbondment Radius of Three Coated Steel Reinforcing bars shall not exceed 2mm
Bond strength with the concrete Shall not be less than 85% off the uncoated bars Shall not be less than 85% off the uncoated bars
       

Steel Rebar for concrete structures

  Black Epoxy coated Galvanized
ITEM ASTM A615 ASTM A775/A934 ASTM A767
%recycled >75 >97 >97
Durability Low High Moderate
Cost Low Low Moderate
       
Grade and dimensions
Grades ASTM A615 BS 4449 Canadian
HRB 400 GR 60 B500 400R/400W
HRB 500 GR 75 500R/500W
GB/T 1499.2 BS 4449 ASTM A615 Canadian Sizes 
6 6    
8 8    
    #3  
10 10    
      10M
12 12    
    #4  
14      
    #5  
16 16   15M
18   #6  
      20M
20 20    
22   #7  
25 25   25M
    #8  
28   #9  
      30M
32 32 #10  
36   #11 35M
40 40    
50 50    
   
ASTM A615  
 

C% Max

S% Max P% Max YS Mpa Min TS Mpa Min EL% GL-200 Bend Test
Grade 40 0.30 0.04 0.04 300 500 as per spc. as per spc.
Grade 60 0.30 0.04 0.04 420 620 as per spc. as per spc.
SAE 1006 0.08 0.04 0.04 210 350 as per spc. as per spc.
SAE 1008 0.1 0.03 0.03 220 360 as per spc. as per spc.
SAE 1010 0.13 0.03 0.03 260 400 as per spc. as per spc.

Dimensions​

Nominal Diameter mm No. of Bars per bundle Nominal Weight kg/m Nominal CSA mm2 Spacing Max mm Rib Height min mm Max mm Rib Gap Max mm
8 422 0.40 50.3 5.60 0.32 0.64 3.14
10 270 78.5 0.04 7.00 0.40 0.80 3.93
12 188 0.8 113 8.40 0.48 1.00 4.71
14 138 1.21 154 9.80 0.63 1.20 5.50
16 106 1.58 201 11.20 0.72 1.40 6.28
18 84 2.00 254 12.60 0.90 1.60 7.07
20 68 2.47 314 14.00 1.00 2.00 7.85
22 56 2.98 381 15.40 1.10 2.20 8.64
25 44 3.85 491 17.50 1.25 2.60 9.82
28 34 4.83 616 19.60 1.40 2.80 11.00
32 26 6.31 804 22.40 1.60 3.00 12.60
 
   
   
   
 
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
   
     
     
 
 
 
 
 
 
 
   
 
   
   
 
 
 
   
   
   
   
   
   
   
 
 
 
     
 
     
 
 
 
 
 
     
 
 
 
 

 

Specifications︰BS 4449 carbon steel bars for the reinforcement of concrete
BS ISO 14654:1999 Epoxy-coated steel for the reinforcement of concrete
ASTM A615/A615M REV B-2009 Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
ASTM A706/A706M REV B-2009 Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
ASTM A996/A996M REV B-2009 Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement
ASTM M254-77 Corrosion Resistant Coated Dowel Bars
ASTM A775/A775M Epoxy Coating Steel Reinforcing Bars
ASTM A884/A884M Epoxy Coated Steel Wire & Welded Wire Reinforcement
ASTM A934/A934M Expoxy Coated Prefabricated Steel Reinforcing Bars
ASTM D6386- 99 Zinc (Hot Dip Galvanized) Coated Iron & Steel Product & Hardware Surfaces for Painting
ASTM D3963M/D3963M Fabrication & Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars
Product Image



BS 4449 460B/B500B,ASTM A615 G60S/G40S Epoxy Coated Deformed Bar,Rebars
BS 4449 460B/B500B,ASTM A615 G60S/G40S Epoxy Coated Deformed Bar,Rebars

fusion_bonded_epoxy_coating_for_steel_different_color_optional_high_density
fusion_bonded_epoxy_coating_for_steel_different_color_optional_high_density

BS 4449 460 REBARS
BS 4449 460 REBARS

  BS ISO 14654 Epoxy Coated Rebars
BS ISO 14654 Epoxy Coated Rebars

BS 4449 460B/B500B,ASTM A615 G60S/G40S Epoxy Coated Rebars
BS 4449 460B/B500B,ASTM A615 G60S/G40S Epoxy Coated Rebars

FBE COATED REBARS
FBE COATED REBARS

Epoxy-Coated-Steel-Dowel-Production-Line
Epoxy-Coated-Steel-Dowel-Production-Line

Epoxy-Coated-Steel-Dowel-Production-Line
Epoxy-Coated-Steel-Dowel-Production-Line

Deformed Welded Epoxyy Coated Rebar Mesh
Deformed Welded Epoxyy Coated Rebar Mesh

Deformed Welded Galvanized Rebar Mesh
Deformed Welded Galvanized Rebar Mesh

ASTM A934/A934M Expoxy Coated Prefabricated Steel Reinforcing Bars
ASTM A934/A934M Expoxy Coated Prefabricated Steel Reinforcing Bars

ASTM A775/A775M Epoxy Coating Steel Reinforcing Bars
ASTM A775/A775M Epoxy Coating Steel Reinforcing Bars





Related Products
GALVANIZED SERRATED STEEL GRATING
AS 1657,AS 3996,BS 4592ANSI/NAAMM (MBG 531-88) Steel Grating
US $ 785
SAE 1006 – 1080(Low, Medium & High Carbon) WIRE ROD
SAE 1006 – 1080(Low, Medium & High Carbon) WIRE ROD
ASTM A416 Prestressed Steel Wire For Concrete , Galvanized 7 Wire Pc Strand
ASTM A416,ASTM A421,BS 5896,EN10138,AS 4672 Prestressed Concrete Strands
WIRE ROPE
API 9A,ISO 10245:2003,NFA35-035 Wire Rope

Company Profile  |  Products  |  Reference List  |  Association Membership  |  Company News  |  Quality Policy  |  HSE  |  EPCM  |  Catalogue  |  Pipe Specification  |  Coating Specification  |  Pipe Fitting Specs  |  API Specification  |  AS(Australian Standards)  |  DIN(Deutsche Institut für Normun)  |  EN(Europaischen Normen)  |  GOST Specification  |  NF(Norme Francise)  |  Contact Us  |  Sitemap  |  Mobile Version
  English     简体版     繁體版
Powered by DIYTrade.com
HomeContact UsSitemap