draft indonesian railway standard attachment vol 1

7/29/2019 DRAFT Indonesian Railway Standard Attachment Vol 1

1/16

A4

Table 2 (Clause 29)

Track

Classification

Annual passing

tonnage (t/year)

Maximum

Train speed V

max (km/h)

Wheel axle

P max

(ton)

Rail TypeType of sleeper

Sleeper spacing (mm)

Type of

fastener

Upper ballast

thickness (cm)

Ballast

shoulder

width (cm)

1st

2nd

3rd

4th

4ths

> 20.106

10. 10620. 106

5.10

6 10. 10

6

2,5. 1065. 10

6

< 2,5. 106

120

110

100

90

80

18

18

18

18

18

R.60 / R.54

R.54 / R.50

R.54/ R.50/ R.42

R.54/ R.50/ R/42

R.42

600

Concrete

600

oodenConcrete/w

600

ood/steelConcrete/w

600

ood/steelConcrete/w

600

Wood/steel

EG

EG

EG

EG/ET

ET

30

30

30

25

25

50

50

40

40

35

Note: ET: Single elastic EG: Double elastic


2/16

A5

2.75m 2.75m

2.75m2.75m

Fig.1 (Clause 27(1))

Width of formation level

Earth Work Section

a. Single Track Section

LL

b. Double Track Section

L L

Fig. 2 (Clause 27(3))

Elevation Track Structure

a. Single Track Section

b. Double Track Section3.15 3.15

3.153.15


3/16

A6

Table3 (Clause 35)

1. Sleeper Spacing

(1) Ballast Section

a. In the case of suspended joint methode section

Length of rail

25m 17m 13.7m

Rate of Sleeper

fixing (pcs)

Sleeper Spacing (mm) Rate of Sleeper

fixing (pcs)


fixing (pcs)

Sleeper Spacing (mm)

A B C A B C A B C

43

(42)

380

(-)

504

(599)

595

(610) 30

(29)

380

(-)

504

(599)

608.5

(608.5) 23

(22)

380

(-)

504

(599)

595

(595)

520

(-)

469

(599)

595

(595)

520

(-)

469

(599)

608.5

(608.5)

520

(-)

469

(599)

595

(595)

Note : ( ) of figure of sleeper spacing of after pull out one piece sleeper due to changed to long rail from standard rail.

Jointed rail After change to long rail

C B B A B B C C B B B B C


4/16

A7

b. In the case of supported Joint method section

Length of rail

25m 17m 13.7m

Rate of Sleeper

fixing (pcs)


fixing (pcs)


fixing (pcs)

Sleeper Spacing (mm)

A B C A B C A B C

43

(42)

473

(-)

484

(576.4)

598

(598)

30

(29)

473

(-)

425.5

(529.7)

598

(598)

23

(22)

473

(-)

484

(576.4)

598

(598)

Note : ( ) of figure of sleeper spacing of after pull out one piece sleeper due to changed to long rail from standard rail.

Jointed rail After change to long rail

C B B A B B CA C B B B B CB


5/16

A8

(2) No ballast section

Suspendeed joint method section ( reference)

Length of rail

25m

Rate of sleeper

fixing (pcs)

Sleeper spacing (mm)

A B C

34 300 573 760

37 300 453 700

39 300 473 660

41 300 478 625

44 300 463 580

46 300 528 550

52 300 470.5 485

54 300 369 470

60 300 383 420

63 300 353 40068 300 328 370


6/16

A9

A

A'

Beginning edge of buffer stop

Rail Face

Screened gravel or crushed

30

1:1,5

A A

Rail Face

1:1,5500mm

Center line

Beginning edge of buffer stop

Fig. 3 (Clause 50)

Buffer Stop

(1)First Class Plan

Vertical Section

Cross Section

(2) Second Class buffer stop (Side View)

(3) Third Class Type-I Buffer Stop (Side View)

4,5m

Ballast

+ 1.00

PLAT 12X65X240 mm

BEUGEL 19 mm

+ 0.75

0.70

1.20 1.20

0.70 0.70 0.70

0.00


7/16

A10

a a

(4) Third Class Type-II Buffer Stop

(Side View)

Fig. 4 (Clause 51)

Skelton on Scotch Block

Cut off of Sleeper

Fig. 5 (Clause 56.2)

Distance Post

(1)Km Post

(2) Steel Made

(1) Wooden Made

05

+0.00

-0.52

2.50

0.03

0.

08

0.1

8

0.2

0

0.30

0.

20

0.10

0.

02

1.2

0

0.10


8/16

A11

(2)100 m Post

(3)500m Post+0.00

-0.52

2.50

0.03

0.20

0.

10

0.

15

0.

20

0.

10

0.10

5

+0.00

-0.52

2.50

0.03

0.20

0.

10

0.

15

0.

20

0.

10

0.10


9/16

A12

152

152

1

25Near the

Beginning pointBlack

Gradual

decrease post

(Run off post)

Cant diminishing

distance

I I

CircularCurve

Curve Post

Type I

Straigh

III

I

Curve Post

Type IICurve Post

End of Transition

Curve

Gradual Decrease

Post (Run off Post)

Point of Compound

Curve Contact

Beginning of

Transition CurveBeginning of

Circular Curve

End of Circular

Curve

Fig. 6 (Clause 56.3)

Distance Indicating Post

At distance changing point

Back Front Side

Fig. 7-1 (Clause 57 & 58)

Method of erectional curve and

Gradual decrease post

(1) Simple Curve (Without transition curve)

(2) Compound Curve

Near the

Ending point


10/16

A13

I

I

Curve Post

Type II Gradual TransitionPost

(3) Simple Curve (With Transition Curve)

Fig. 7-2 Curve Post (Type-I)

Fig. 8 Run off Post (Clause 58)

50

50

150

700

20203

0

Black50

0.4

74

0.5

2

0.

40

0.1

0

0.60

0.60

60O

R

P

draft indonesian railway standard attachment vol 1

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