Rail Standard1832013

7/27/2019 Rail Standard1832013

1/39

RAIL


2/39


3/39


4/39

You will find detailed information on JFE's

railroad rails in this catalog, including technical

and dimensional data. This information should

help you select the rails best suited to your

specific needs. JFE Rails are produced in the

shape mill at our West Japan Works. Their high

quality reflects the superior manufacturing

processes and quality control systems that we

have developed during more than nine decades

of steelmaking.

The rails' super-clean materials are produced

with a combination of desulfurizing, degassing

and continuous casting processes for improving


5/39

contact fatigue properties. And their quality is

assured by the rigorous controls of UST, ECT

and other systems.

Along with the super-clean standard carbon

rails, our head-hardened rails, JFE-SP and JFE-

THH, which are produced by our advanced on-

line heat treatment technologies, enjoy

favorable reception from worldwide heavy-haul

customers.

JFE rail manufacturing meets the specifications

of JIS, AREMA, UIC, BS, GB and other

internationally recognized standards.

We hope this information is helpful, and we

look forward to serving you.


6/39


7/39

Torch cutting

Cooling Inspection(conditioning)

Storing

Breakdown millBD

Roughing millR1

furnace

Intermediate rolling millR2Finishing millF

Sawing and drilling machine Gag press

Surface flatness measuring device

Inspection

Marking and bundling

Marking

Finished products

Cooling bed

Continuous casting

ra-sonicchine


8/39

BDBLoom R1

Forming sequenceContinuous casting bloom

Vacuum degassing

RH Type

Vacuumvessel

Droplet

Molten

Alloyelement

Ar

Evacuator

Gaseousphase

steelLadle


9/39

R2 F

Rail rolling

Online heat-treatment equipment


10/39

C

B

E

A

G

D

R

F

kg

kgN

kgN

kg

lbs

lbs

lbs

lbs-

lbs-

lbs-

lbs

kg

kg

lbsA

lbsR

lbsA

lbsA

lbsA

kg

kg

kg

kg

Japanese Industrial

Standards

JIS E 1101 2001

Specifications A

mm in.

B

mm in.

C

mm in.

D

mm in.

E

mm in.

F

mm

Dimensions

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

Ameriican Railway

Engineering and

Maintenance-of-Way

Association

AREMA 2002

Chapter 4, Rail

International Unionof Railways

UIC 1986

British Standards

BS 11 1985

Chinese National

RailwaysGB 2585-81

Russian StandardsGOST

Note:1.

2.

denotes sections manufactured by JFE.

Requirements for dimensions and types other than those listed above are met subject to negotiation.


11/39

.

G

mm in.

R

mm in.

S

cm2 in.2I

cm4 in.4Zx

Head Base

Section modulusMoment ofinertia

Cross sectionalarea Weight

cm3 in.3Zx

cm3 in.3W

kg/m 1bs/Y

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

,

,

,

,

,

,

,

,

,

,

,

,

.

,.

,.

,.

,.

,

,

,

,

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

-/

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

/

/

/

-/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

-/

-/

-/

-/

-/

-/

-/

-/

-/


12/39

63

R

R

R

R

R

2R

R

R

R

R

R

.

.

.

Approx..C

Approx..C

Approx..C

NA

.

R

Approx.60

R

RR

R

R

R

R

R

8

.

.

.

.

.

.

Approx.

Approx..C

R

.

Approx..C

NA

25

Approx..C

.R

.R

R

.

.R

.R

.R

.R

.R

.

.

.

.

.

.

.

.

.

.

Approx.4

.5

Approx.1.5C.

Approx.1.5C

NA

Approx.1.5C

R

.

.

R

R

R

R

R

R

R

R

R

R

.

.

.

.

Approx.1.5C

R

Approx.1.5C

NA

14

Approx.1.5C

Approx.50


13/39

159

.

1:20

1:20

49.4

105.7

79.4

30

.2

18

74.97

76.238.2

31.5

25.4

11

14.1

13.1

508R

508R

20R

22R

8R

80R

80R3

00R

300R

3R

2R

3R

16R

70 70

140

40

36.1

1:18

1:2.75

16

13R 13R

30.6

1:2.75

y

72.270

35 3568.649.8

19

x x x x

Y

172

116.5

31

.5

16.5

11.5

28.75

28.219.5

80.95

89.5

32

28.75

28.2

19.5

13.5

14.3

30

0R

30

0R

1:20 1:

20

37

.5

51

150

33

16.5

3R

13R 13R

16.5

33

2152

36 3670.6

7274.3

7537.15

75

2R

120R

7R40R

35R

120R

35R

7R

80R 80

R

4R

Y


14/39

35.561.40

49.2

1

11516

732

15.5

6

3(76.2)

1:14.3

31516

100.02

33495.25

111617.46

7116

179.3

9

114R31.75R

34 R19.05R

716R11.11R

38R9.53R

16R3.18R116R1.59R

34R19.05R

30.1

6

1316

NEUTRAL AXIS

3.20

(81.2

8)

1:4.011

6(152.4)

16R(406.4R)

8R(203.2R)

(203.2R)(406.4R)of 8R&16R

CL

10

R(25

4R)

10R(254R)

1:3

116

R

1.5

9R

38.1

112

44.4

134

3(76.2)

1

:40

4316

106.4

37898.4

213216.7

718181.0

114R31.8R

34R19.1R

516R7.9R

38R9.5R

16R3.2R116R1.59R

78

R

22

.22R

30.2

1316

NEUTRAL AXIS

3.2

0(81.3

)

1:4

6(15 2.4 )

16R(406.4R)

8R(203.2R)

8R(203.2R)

16R(406.4R)CL

10

R(25

4R)

10R(25

4R)

1:4

116

R

1.6

R

932

7.1

2213269

11116

42.8

31316

96.8

118

28

.6

512139.7

314

82.6

658

168.3

34

19.1

34 R19.1R

116R.R

34 R19.1R

111617.4

38 R(9.5R)

58(15.9)

116R

(1.6R)

114 31.8

112

R38.1R

2.98(75.7)

NEUTRAL AXIS

1:4

14R(355.6R)

14R(355.6R)

10R(254R)

10R(254R)

3R(76.2R)

1:40

1:4

approx.211652.39

13132

50.01

9327.1

1:40

4316

106.3

1316

30.1

37898.4

111417.4

71132

186.5

3

2151674.6

34R19.1R

516R7.9R

R916

R1

4.29

18R3.2R116R1.6R

34R

19

.1R

NEUTRAL AXIS

3.3

47(85)

1:4

20R(508R)

8R(203.2R)

R4

R(101

.60)

1:4

516R7.9R

6(152.4)

8R(203.2R)

20R(508R)CL


15/39

1.2531.8

11516

49.2

9327.1

1:40

4316

106.3

1316

30.1

37898.4

111417.4

7516

185.7

916R14.3

R

2151674.6

34R19.1R

516R7.9R

14R

31.8

R

18R3.2R116R1.6R

34R

19

.1R

NEUTRAL AXIS

3.3

47(85)

1:4

20R(508R)

8R(203.2R)

1

0

R(254R)

10R(254R)

1:4

516R7.9R

6(152.4)

8R(203.2R)

20R(508R)CL

1.10428.04

11516

49.2

9327.1

1:40

4316

106.3

1316

30.1

37898.4

111417.4

7516

185.7

916R14.29R

38R9.53R

2151674.61

34R19.1R

516R7.9R

1

3

4R44.45R

18R3.2R116R1.6R

34R

19

.1R

NEUTRAL AXIS

3.3

47(85)

1:4

20R(508R)

8R(203.2R)

8

R(203

.2R)

1:4

516R7.9R

6(152.4)

8R(203.2R)

20R(508R)CL

1:4

8R&20R

WEB

31/16(77.8)

37/8(98.4)

77/16(188.9)

31/4(82.6)

25/32(54.8)

7/32(5.6)

5/16R(7.9R)

11/16(17.5)

9/16R(14.3R)

5/16R(7.9R)

1/8R(3.2R)113/16

(30.2)

43/32(104)

1/16R(1.6R)

3/4R(19.1R)

20R(508R)

3/4R(19.1R)

8R(203.2R)

1.1023()

6(152.4)

5

1.75R

44

.5R)

8

R(203

.2R)

8R(203.2

R)

1:3


16/39

/.

/.

/.

/.

/. /.

1/16R.

/.

/R.

/R./R

.

/R.

/R.

/.

/.

web R.

R.

/R.

1/6.

/.

.

lin

CL

1

.

./

./

./

./

./

./

Parallel sides

Parallel

.rad.

.rad./

.rad./

.rad.

.rad.//

.rad./

./

.rad.

/

./

/.

/.

/.

/.

/.

/.

/.

/.

/R.R

/R.R

/R.R

/.

/.

/R.R

/R.R

/R.R

/R.R

.R/R

R.R

.

web R.R

CL

.


17/39

0/12.

/.

/.

/.

/.

.

/.

/.R

/.

/.

/R.R

/R.R

/R.R

/.

.R/R.R

/R

/R.R

/R.R

/R.RR.R

web R.R

CL

.

.

/.

/.

.

/.

/.

.

/.

/.

/./.

/.

/R.R

/R.R

/R.R

/R.R

/R.R

/R.

/R.R

/R.R

/R.RR

.R

web R.RCL

.

.


18/39

.

R.

R.

R.

R.

R.

R.

R.

R.

R.R.

.

.

.

.

.

.

.

.

.

.

.

. NEUTRAL AXIS

Approx.C.

Approx.C.

C.L OF BOLT HOLE

Approx.C.

.

Approx.C.

.

.

R.

R.

R.

.

.

.

.

.

.

.

.

.

.

. NEUTRAL AXIS

Approx. C.

Approx.C.

C.L OF BOLT HOLE

R.

R.R.

R.

R.

R.R.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.. .

NEUTRAL AXIS

Approx. C.

C.L OF BOLT HOLE

R.

R

R

RR

RR

R

R

R

R

R

R

R

3


19/39

75.00

49.10

20.00

45.0

0

97.50

180.00

105.00

8.13

30.00

1:20

1:4

1:4

R25

29.6

150.00

12.0

18.00

10.8

R400

R25

R4

R2

11.2 22.

6 44.5

NEUTRAL AXIS

CENTER LINE

R15

R

R37030

0.1

1.7

15.7

35.6

40

.1

41.9

50.8

R500

R80

R3

R15

19.6

16.4

36.5


20/39

115 lbs/Yd

and over

kg

kgN

kgN

kg

Japanese Industrial

Standards

JIS E 1101 2001

Specifications ClassificationC Si Mn P

Chemical composition %

..

.max.

.max.

.max.

.max.

.max.

.max.

.max.

.max.

.max.

.max.

.max.

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

American Railway

Engineering and

Maintenance-of-Way

Association

AREMA 2002

Chapter 4, Rail

Grade 700

Grade 900A

Grade 900B

Grade 1100*

A

B

A

B

A

B

A

B

Normal

1

2

3

U74

U71 Mn

Wear-

resisting

International Union

of RailwaysUIC 1986

British Standards

BS 11 1985

Chinese National

Railways

GB 2585-81

ISO 5003 1980

Note Other element : Cr 0.801.30

Requirements for dimensions and types other than those listed above are met subject to negotiation.


21/39

SN/mm2(kgf/mm2)

Tensile strength

%

Elongation

Tensile properties Hardness properties

Brinell hardnessHB

mm Surface of rail head Cross section of rail head

Test piece

max.

max.

max.

max.

max.

.max.

.max.

.max.

max.

max.

max.

max.

min.

min.

min.

min.

min.

min.

min.

min.

min.Dia.=

G.L.=

Dia.=

G.L.=

Dia.=G.L.=

Dia.=/in

G.L.=in

Dia.=

G.L.=d

Dia.=.

G.L.=. So

min.

min.


22/39

Our advanced on-line heat-treatment technologies make the head-hardened region of JFE-

SP and JFE-THH rail thick and uniform.

Optimal alloy designing and processing bring about the outstanding wear-resistance of

JFE-SP and JFE-THH rail.

JFE-SP and JFE-THH have excellent weldability in flash-butt and Thermite welding.

JFE-SP and JFE-THH rails offer consistent quality accomplished by our super-clean

steelmaking technology, advanced on-line heat-treatment technique and rigorous

inspection system.

The excellent resistance to wear and rolling contact fatigue damage of JFE-SP and JFE-

THH rails will greatly contribute to reduce the cost of maintenance and replace.


23/39

SP

SPA

THH 370N

THH 370A

THH 340HH340

Grade Hardness of head top(HB)

SP

SPA

THH 370N

THH 370A

THH 340HH340

Grade C

..

..

..

..

..

Si

..

..

..

..

..

Mn

..

..

..

..

..

P

. max.

. max.

. max.

. max.

. max.

S

. max.

. max.

. max.

. max.

. max.

Cr

. max.

..

. max.

..

. max.

Otherseach

. max.

. max.

. max.

. max.

. max.

wt %


24/39

Hardness measurement points on the top of rail head

SP

SPA

THH 370N

THH 370A

Grade C

.

.

.

.

Si

.

.

.

.

Mn

.

.

.

.

P

.

.

.

.

S

.

.

.

.

Cr

.

.

.

.

V

.

.

.

.

wt %

SP

SPA

THH 370N

THH 370A

Grade HB

Remarks

mean value for 6 testssee the bottom figure

SP

SPA

THH 370N

THH 370A

.

.

.

.

Grade. Yield Strength

N/mm2(ksi)

Tensile StrengthN/mm2 (ksi)

Elongation %

1/2"

1/2"

.m .m

.m

.m.m.m.m.m

Surface hardness on the top of rail head

Diameter=1/2"Gauge length=2"


25/39

Distance from Head Surfacemm

. . . . . .. .. . . .

C-O

E-O

THH370N


. . . . . .. .. . . .

C-O

E-O

S P


. . . . . .. .. . . .

C-O

E-O

THH370A


. . . . . .. .. . . .

C-O

E-O

SPA

O

CE

HVHB

HVHB

HVHB

HVHB


26/39

LoadSlipLubricationTest time

Nkgf-%dry2 hours

SP THH 370N

SPA THH 370A

::::

Wear by rollingcontact test

SP

THH

.

.

.

.

.

Hardness HV

StandardCarbon rail

Pearlitic microstructure

SP

SPA

THH370N

THH370A

Weightloss

(g)

mm

HB rpm

Tire sample

rpm

Rail sample

Measurement point of microstructure


27/39

Measuring position

1 22

6

7

8

6

7

8

12 1111 1010

99

33

44

55

Distance from Weld Centermm

- - - - -


- - - - -

SP, SPA

THH370N, THH370A

SP

SPA

THH370NTHH370A

WebHead Base

N/mm

-

-

ResidualStress

in

LongitudinalDirection

THH

SP

mm

.in

Measuring position

HVHB

HVHB


28/39

THH 340HH340

Grade C

.

Si

.

Mn

.

P

.

S

.

Cr

.

V

.

wt %

THH 340HH340

.

Grade. Yield Strength

N/mm2 (kgf/mm2)

.

.

Tensile StrengthN/mm2 (kgf/mm2)

Elongation %

THH 340HH340

Grade HSC

Remarks

mean value for 6 testssee the bottom figure

Surface hardness on the top of rail head

Hardness distribution

Hardness measurement points on the top of rail head

mm

mm

.m .m

.m

.m.m.m.m.m

Diameter=mmGauge length=mm

Distance from head Surfacemm

OHV

HB


29/39

LoadSlip

Nkgf-%

::

LubricationTest time

dry2 hours

::

Wear by rolling contact test

THH340HH340

.

.

.

.

.

Hardness HV

StandardCarbon rail

Pearlitie microstructure

THH370N

THH370A

THH340HH340

Weightlossdueabrasiongat50

10

4(cycles)

HB rpm

Tire sample

rpm

Rail sample

Measurement point of

microstructure

mm


30/39

Measuring position

1 22

6

7

8

6

7

8

12 1111 1010

99

33

44

55


- - - - -

HAZ

N/mm kgf/mm

ResidualStress

in

Longitudin

alDirection

mm.in

HBHV

WebHead Base

-

-

-

-

Measuring position


31/39

JFE Current Transmission Rails are assured by strict quality control of chemical

composition during steel manufacture.

Uniformity of steel quality is made possible by JFE's special technology for minimizing

segregation.


32/39

This specification covers rails used in the transmission of

current for electric trains(hereinater referred to as the "rails").

The appearance of the rails shall be as follows:

The rails shall be of uniform contour along their entire

length and free from flaws, twists, and other defects.

The rails cut surface shall have no evidence of pipe marksor other harmful internal defects.

The rail ends shall be cut at right angles to the longitudinal

direction and burrs left on the cut surface shall be removed.

The chemical composition of the rails shall conform to the

ladle analysis and its values to Table 1.

The chemical analysis shall be in sccordance with JIS.

The rail samples obtained at the rate of one from each steel

heat shall tested for electric resistance in the manner set

forth in the annex "Method of Determining the Electric

Resistance of Current Transmission Rails". If the requirements

of paragraph 2.2 have been satisfied in the test, all rails

manufactured from the said heat shall be accepted.

To define their material characteristics, the rails shall undergo

for reference the mechanical test set forth in Table 3.

Electric resistance of the rails, at 20 deg C, shall be less than

7.2 taimes that of the same volume of international standard

mild copper.

Chemical Composition, %

P

. max.

Mn

. max.

C

. max.

Cu

. max.

S

. max.

Table 1.

Item

Length

Height of rail

Width of head and web

Width of base

Rail squareness

Tolerance

.

.

+.

+.

-.

-.

Table 2.

The shapes, dimensions and standard weights shall be as

follows:

The ahapes and sectional dimensions of the rails shall

conform to the annexed drawings, JIS E 1101"Standard

Rails".

The standard length of the rails shall be 15m. The following

smaller lengths may, however, be used up to 10% of the

entire quality ordered:

10m, 11m, 12m, 13m, 14mThe standard weight of the rails shall be provided for in JIS

E 1101"Standard Rails".

Dimensional tolerances for the rails, at 20 deg C, shall be

as given in Table 2.Unit : mm

Test Item

Yield strength

Tensile strength

Elongation,

Reduction of area

Hardness test HB

Modulus of elasticity

Coefficient of expansion

Number of Pieces Tested

1 piece per heat

1 piece per heat

1 piece per lot

1 piece per lot

Table 3.

Result sheets of the various tests set forth in 6 shall be

prepared and furnished to the users.

One side of the rail web shall be embossed, as shown by

example below, with an arrow mark for the head direction of

ingot during rolling, a symbol for the type of rail, a symbol

for the type of steel furnace, the name or recognized

symbol of the manufacturer, the date of manufacture, etc.

These must be legible as long as the rail is in use.

The other side of the web, meanwhile, shall be stamped, as

shown by example below, with an indicationTR, a heat

number, a symbol for the order of rail rolled from the ingot,etc.

The end surface of the rails shall be painted orange.

Entire text omitted of the annex "Method of Determining the

Electric Resistance of Current Transmission Rails"

N LD JFE

04

Rail letter

Y3

Ingot number

B

Work gang

identification

TR

Indication for

transmission

rail

74816

Heat number

Tensile

test


33/39

Arrow mark to indicate direction oftop of bloom or ingot

N LD JFE

Rail typeSteelmaking furnace type

Month rolled

Year rolledManufacturer

Number of strand

C A C

Serial number of rail

Serial number of cast bloom

Heat number

Carbon content

Work gang identification


34/39

Weight

RE VT JFE llll

Section

Method of hydrogen elimination

Month rolled

Year rolledManufacturer

Kind of rail(SP=SP rail, SPA=SPA rail, TH=THH rail, THA=THHA rail

Heat number

Serial number of rail

Serial number ofcast bloom

Number of strand


35/39

N

.

.

.-

. -

.

.-

.-

.

kip=lbf

.

.

.

.

kgf kip tonf

N/mm2MPa

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

kip/in2=ksi=psi psi=lbf/in2

R= D= Sin-1Degree

.

.

.

kgf/mm2kbar kip/in2 tonf/in2

J

.

.

.

.

.

.

kgf-m ft-lbf

Degree of Curve Radius of Curve

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.D

Rft

= Sin-1 .

Rm

HV HBS HRC HSC TS N/mm2kgf/mm2

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

HV

HB

HRC

HSC

Vicker Hardness

Brinell Hardness

Rockwell Hardness

Shore Hardness

Load kgf

mm BallLoad kgf

C-Scale

Load kgf

diamond cone


36/39

F F- - - - -

-

-

-

-

-

-

-

-

-

F

F

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

-.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

-.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

,

.

.

.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

-

-

-

-

-

-

-

-

-

F

F

C C- - - - -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

.

.

.

.

.

.

.

.

.

.

.

.

.

-.

-.

-.

-.

-.

-.4

.

.

.

.

.

.

.

.

.

.

.

.

F=+ C

C= F-


37/39

Dimension and Weight

Grade

Specification or Standard

Length and Quantity

Drilling

Marking and Bundling

Delivery Date


38/39


39/39

Cat.No.D1E-001-00

http://www.jfe-steel.co.jp/en/

350 Park Avenue, 27th FI., New York, NY 10022, U.S.A.

Phone : (1)212-310-9320 Fax : (1)212-308-9292

P.O. Box 49168, Three Bentall Centre, 453-595, Burrard Street, Vancouver, B.C. V7X 1J1, CanadaPhone : (1)604-687-0091 Fax : (1)604-688-7020

Suite 3A, Level 33, Colonial Centre, 52 Martin Place, Sydney, NSW 2000, AustraliaPhone : (61)2-9221-2082 Fax : (61)2-9221-2083

8th Floor, International Press Centre, 76 Shoe Lane, London EC4A 3JB, U.K.Phone : (44)20-7583-1133 Fax : (44)20-7583-1144

16 Raffles Quay, No. 15-03, Hong Leong Building, Singapore 048581

Phone : (65)6220-1174 Fax : (65)6224-8357

Unit C-13A-5, Block-C, Megan Avenue II. 12, Jalan Yap Kwan Seng 50450, Kuala Lumpur, MalaysiaPhone : (60)3-2164-6618 Fax : (60)3-2164-6695

22nd Floor, Abdulrahim Place 990, Rama IV Road, Bangkok 10500, ThailandPhone : (66)2-636-1886 Fax : (66)2-636-1891

15th Floor Summitmas II, JI Jendral Sudirman Kav. 61-62, Jakarta 12190, IndonesiaPhone : (62)21-522-6405 Fax : (62)21-522-6408

23rd Floor 6788 Ayala Avenue, Oledan Square, Makati City, Metro Manila, PhilippinesPhone : (63)2-886-7432 Fax : (63)2-886-7315

13th Floor, Donghwa Bldg., 58-7 Seosomun-dong, Chung-ku, Seoul 100-110, KoreaPhone : (82)2-779-8248 Fax : (82)2-779-8958

1720, Beijing Fortune Building, Chaoyang District, Beijing 100004, Peoples Republic of China

Phone : (86)10-6590-9051 Fax : (86)10-6590-9056

Room No.2112, Lippo Plaza, 222 Huai Hai Road(M), Shanghai 200021, Peoples Republic of ChinaPhone : (86)21-5396-5610 Fax : (86)21-5396-5611

TOKYO HEAD OFFICE

NEW YORK OFFICE

VANCOUVER OFFICE

SYDNEY OFFICE

Praia de Botafogo, 228 Setor B Salas 508 & 509, CEP 22359-900, Botafogo, Rio de Janeiro-R.J., BrazilPhone : (55)21-2553-1132 Fax : (55)21-2553-3430

RIO DE JANEIRO OFFICE

LONDON OFFICE

SINGAPORE OFFICE

MALAYSIA OFFICE

BANGKOK OFFICE

JAKARTA OFFICE

MANILA OFFICE

SEOUL OFFICE

BEIJING OFFICE

SHANGHAI OFFICE

GUANGZHOU OFFICE Room2001, Citic Plaza 233, Tian He North Road, Guangzhou 510613, Peoples Republic of ChinaPhone : (86)20-3891-2467 Fax : (86)20-3891-2469

HONG KONG OFFICE 901, 1Exchange Square, 8 Connaught Place, Central, Hong Kong SARPhone : (852)2537-2176 Fax : (852)2537-5339

Hibiya Kokusai Building, 2-3 Uchisaiwaicho 2-chome, Chiyodaku, Tokyo 100-0011, JapanPhone : (81)3-3597-3111 Fax : (81)3-3597-4860

10777 Westheimer, Suite 1010, Houston, TX 77042, U.S.A.Phone : (1)713-532-0052 Fax : (1)713-532-0062

HOUSTON OFFICE

Rail Standard1832013

Documents