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FISH PLATE

Some rails are joined together by welding, but most rails are connected by means of a pair of bolted fishplates. A fishplate, as well as called Rail Joint, Joint Bar, Splice Bar or Angle Bar is a metal bar that is bolted to the ends of two rails to join them together in a track.

TEDRAIL could supply most type of fishplates by hot-rolled, forged, and casted according to international railway fastener system such as:

  • TB/T 2345
  • UIC 864-4,UIC864-8,
  • DIN 5902
  • JIS E-1102
  • AREMA,A.S.C.E,A.R.A
  • BS 47-1
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UIC 864-4,864-8 FISHPLATE

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Rail typeFish plate typeHole size (mm)Length (mm)H (mm)G (mm)F (mm)C (mm)MASS/PAIR (kg)
4-Hole6-Hole4-Hole6-Hole
UIC54U792766092012721113056.515.621.7
UIC60U85276109401301651657517.627.2
Material:
MaterialChemical Composition(%)Mechanical Property

CSiMnPSTensile StrengthElongation

GB/T 699-2008 40#,45#

Carbon Steel

0.27 ~ 0.48≤0.38≤0.94≤0.058≤0.058550-650MPa≥18%
GB/T 1591 Q345≤0.20≤0.551.00~1.6≤0.045≤0.045450-570MPa≥20%

BS 47-1 FISHPLATE

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Rail typeHole size (mm)Length (mm)H (mm)G (mm)F (mm)Mass/pair (kg)
4-Hole6-Hole4-Hole6-Hole
50 “O”20.64406.4609.6101.6101.6101.66.6810.14
60 A20.64406.4609.6101.6101.6101.69.8414.76
60 R20.64406.4609.6101.6101.6101.68.7513.14
70 A23.81406.4609.6101.6101.6101.611.1016.65
75 A23.81406.4609.6101.6101.6101.611.8217.73
80 A23.81406.4609.6101.6101.6101.613.1519.72
80 R23.81406.4609.6101.6101.6101.611.9217.89
80 “O”23.81508.0767.012712712714.7222.69
90 A26.99457.2685.8114.3114.3114.317.4926.23
90 R26.99457.2685.8114.3114.3114.315.7223.58
95 A26.99457.2685.8114.3114.3114.318.7128.05
95 R26.99457.2685.8114.3114.3114.316.4224.63
100 A26.99457.2685.8114.3114.3114.319.9629.94
110 A26.99508914.4127127203.230.1454.70
113 A27.0507914.012712720330.1154.64
Material:
MaterialChemical CompositionMechanical Property
GB/T 699-2008CSiMnPSTensile StrengthElongation
40#,45# Carbon Steel0.27 ~ 0.48≤0.38≤0.94≤0.058≤0.058550-650Mpa≥18%

AREMA,ASCE,ARA–JOINT BAR

There are three types of standard joint bars which are currently in service for AREMA, ASCE, ARA, AREA standard rail system. The charts below show the type of bar which is supplied for each rail section.

  • Splice Bar
  • Full Toe Angle Bar
  • Short Toe Joint Bar
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Joint bars must be punched to match rail drilling accurately to insure proper rail alignment. An additional chart show standard rail drilling and joint bar punching. There are two type of standard bar punching, four-hole joint bar and six-hole joint bar. Six-hole joint bars are provided for all crane rails and new tee rail sections over l00-lb peryard. New rail100-lb per yard and less is furnished with four-hole joint bars.

Rail typeCommon typeLength (inch)H(inch)G(inch)F(inch)Mass/pair (lbs)
4-hole6-hole
ASCE 25Splice Bar16-1/84-1/8444.5-
ASCE 30Splice Bar16-1/84-1/8447.0-
ASCE 40Splice Bar205-1/85512.0-
ASCE 60Angle Bar205-1/85527.2-
ASCE 80Angle Bar245-1/85546.0-
ASCE 85Angle Bar245-1/85547.3-
ARA-A 100Angle Bar22/335-1/25-1/25-1/253.580.3
AREA 100Angle Bar225-1/25-1/25-1/251.9-
AREA 115Angle Bar25/367-1/86669.499.8
AREA 132Angle Bar24/367-1/86671.0103.5
AREA 136Angle Bar24/367-1/86671.0103.5
104 LB CRAngle Bar347-15/1656-60.2
105 LB CRSplice Bar347-15/1656-51.6
135 LB CRSplice Bar347-15/1656-57.8
171 LB CRSplice Bar347-15/1656-72.1
175 LB CRSplice Bar347-15/1656-69.4

DIN 5902 FISH PLATES

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TypeRail typeLength (mm)A (mm)B (mm)C (mm)Mass/piece (kg)
FL 7S 72807070351,19
FL 10S 10300757537,51,36
FL 14S 14330759037,52,6
FL 18S 18330759037,53,1
FL 20S 20330759037,53,2
FL 30S 30530128,612773,79,5
FL 33S 335301301208012,69
FL 41/49S 41 / S 495801001657517,44
FL 14aS 49 / S 546301001651025,52
FL 54E1

54E1

UIC54

6701302007030,40
FL 46E3

46E3

NP46

7001302008512,40
Material:
MaterialChemical Composition (%)Mechanical Property
GB/T 700-2008CSiMnPSTensile StrengthYield StrengthElongation
Q235B≤0.20≤0.35≤1.4≤0.035≤0.035≥375 MPa≥235 MPa≥21%

CHINESE STANDARD JOINT BAR


CHINESE STANDARD JOINT BAR
SIZESTANDARDMATERIAL
43KGTB/T 2345-200855#
50KG
60KG
75KG
Standard:

TB/T 2345-2008

Material:

Chinese steel grade 55#

ChemicalComposition
CMnSiSP
0.52-0.60.5-0.80.17-0.37≤0.035≤0.035
MechanicalProperty
  • TensilestrengthRm:≥785Mpa
  • Yield strength Rel / Rr0.2 : ≥520 Mpa ElongationA:≥9
  • Reduction of Area Z: ≥20%
  • Cold Bend d=3a: 30 degree, no crack
Hardness:
Hardness HBW: HBW 227-388

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