DRAFT Indonesian Railway Standard Attachment Vol 3

Fig.1 (Clause 6) Absolute point indicating point Letters to be written in while against the grounds painted in black 

B T C 0 0 0 K000M

sleeper rail

Table 1 (Clause 9) Table on allowable cant deficiency In terms of type of rolling r olling stock  Item

Ordinary Train

Allowable Shortage of  cant

Electric and Diesel unit train

50 mm

60 mm

Table 2 (Clause 12) Slack Table (Track Widening) Curve Radius (m) Slack (Track  Widening) (mm)

Rolling stock type Other 2 axle bogie and non bogie stock 

Triple axle locomotive

0

600 < R

800 500 Normal rail R⋜500 Head hardened rail R>300 Normal rail R⋜500 Head hardened rail Normal rail

Table 7 (Clause 39) (Reference) Glued insulation rail using standard of each radius curve Kind Using range R 300 type Curve radius 260m ~ 400m Normal rail and R 600 type Curve radius Heat treated rail Straight type More than 3001m curve radius and straight

6

Table 6 (Clause 38) Mix using table of short cut rail Rail Curve radius 160 m 200 240 250 260 300 340 350 360 380 400 420 440 460 480 500 520 540 560 580 600 650 700 750 800

25m rail of R60,R54,R50 & R42 Standard length Short rail 50 (3) ② *181 (11) ⑦ 88 (3) ③ *143 (5) ⑧ 11 (1) 119 (11) 16 (1) 114 (7) 20 (2) 110 (11) 35 (3) 95 (8) 46 (6) ④ 84 (11) ⑦ 49 (3) 81 (5) 51 (2) 79 (3) 55 (3) 75 (4) 59 (5) 71 (6) 62 (1) 68 (1) 66 (1) 64 (1) 69 (1) ⑨ 61 (1) ⑧ 71 (6) 59 (5) 73 (9) 57 (7) 76 (4) ⑦ 54 (3) ⑤ 78 (13) ③ 52 (9) ② 80 (3) ⑧ 50 (2) ⑤ 81 (5) 49 (3) 83 (7) 47 (4) 86 (2) 44 (1) 90 (9) 40 (4) 92 (5) ⑰ 38 (2) ⑦ 95 (19) 35 (7)

Remarks 1.Shot rail mean is cut rail of 130mm length 2. Inside figure of ( ) & are shown approximate value

Note: 1. In the upper table, cutting measure of each rail are shown follow table. (unit: mm) Cutting measure R54 and R42 R60 One cut 130 130 Two cut 231 260 2. Short rail to be use mix use by proportion of this table

7

Table 8 (Clause 41) (Unfinished) Processing of rail 13.5m Y Y1

R V

Y2

V

17m Y Y1

Y2

80 100 120 140 160 180 200 220 240 250 260 280 300 320 340 350 360 400 500 600 X X1 X2

L Y2 Y1 Y

C L-

V

V

X2 1

C

2

Y2 466 374 312 268 235 209 189 171 157 150 145 134 125 118 111 107 104 94 75 63

R: Curve radius

24R 2

 c  VR R    2 

X1

2

L3 2

2

X

1

25m V Y Y1 974 918 749 780 735 600 650 613 500 558 526 429 488 460 375 434 409 334 392 369 302 355 335 273 325 307 250 312 294 240 300 283 231 279 263 215 260 245 200 244 230 188 230 217 177 223 210 172 217 204 167 195 184 150 156 147 120 130 123 100 3,000m 6,000m 9,000m

2 2 R  x   (R - V)

L: Curve length C: Chord length

C

V: Center versine

C

8

Table 9 (Clause 45) Bridge sleeper spacing 1. In the case of main line st Center spacing 1 of bridge beam line Less than 1.7m 1.7m 1.8m More than 1.8m

n

46 pcs 52 60 68

r

t

t

2 line

3 line

4 line

4 S line

46pcs 52 60 68

41pcs 52 60 68

41pcs 46 54 63

41pcs 41 46 63

2. In the case of siding Center spacing Important siding of bridge beam Under 1,8m Same to above 4th th and 4 S More than 1.8m Same to above 4th th and 4 S

General siding 37 pcs

Especially few using siding 34pcs

39

37

Table 10 (Clause 50) Type of synthesis sleeper (Reference) 1. Ordinary and Turnout sleeper Type of sleeper

Ordinary sleeper Turnout sleeper

Dimensions ( cm ) height

width

Length

12 or 13

22

200

12 or 13

22

200

14

23

220 ~ 400

2. Bridge sleeper (Reference) Space between Dimensions ( cm ) sleeper supporting height width Length girders (m) 1.2 1.4 1.5 1.7 1.8 2.0

210 14 ~ 20

240

20

270

Note: 1. This table shall apply to the special cases that are not indicated in it. 2. As sleeper for both ends of sewer culvert, Bridge sleepers shell be used 9

Fig.5 (Clause 49) Sleeper spacing for glued insulation rail

589

588

Contact insulation part

589

3 @588 =1,764

3 @ 588 =1,764

Table 11 (Clause 51) Using standard of wooden sleeper 1. Ordinary sleeper and Turnout sleeper Kind Of sleeper Ordinary Turnout

Main line 1,2 and 3 4 and 4S class line class line

Kind

Siding Important

Others

13x22x200 13x22x210~380

2. Bridge sleeper Spacing of sleeper Receiving beam 1.2 1.4 and 1.5 1.7, 1.8 and 2.0

Height

Size Width

18 13

22 35

Length 180 200

Table 12 (Clause 52) (Pending) Rail fastening device 1. Fastening device device of wooden wooden sleeper sleeper Kind Dog spike Screw spike Spring spike F type Pandrol KA DN clip

Rail type R54/42/33 R54/42/33 R54/42/33 R50/R42 R54/42/33 R54/42 R54/42

Use section General General

Fasten method Rail Tie plate Dog spike Screw spike Spring spike Plate spring Dog spike Coil spring Plate spring Semi coil

10

Remarks

2. Fastening device of PC sleeper Fastening device Kind Apply rail Pandrol, DE, KA clip R54,R42 Pandrol, DE R54,R42 Pandrol R54,R42

Sleeper type WIKA KOJA BSD

Installation track  1,2,3,4 Class line 1,2,3 1,2,3

Table 13 (Clause 57) Number of anti-cleepers to be fixed (per 25m Track) Single and double line

Double line

Less than 5/1,000

Track class 1 2 3 4, 4S

36 20 10

Single and Double line More than 5/1,000 Less than 10/1,000 36 20 10

More than 10/1,000 Less than 15/1,000 50 36 26 6

More than 15/1,000 Less than 20/1,000

More than 20/1,000 Less than 25/1,000

46 36 16

56 46 30

More than 25/1,000

36

Table 14 (Clause 58) Method of tightening/ fixing bridge sleepers Type of Rail (long rail or regular) Straight or curve line st

nd

1 , 2 and 3

th

rd

Regular length section Long rail section

Straight line R ≥ 600m

R < 600m

Hook bolt  22 x 1 1

Hook bolt  25 x 12

17x 12

 25 x 12

line

th

4 and4 S line

L-Type fixing method to be adopted, considering long rail longitudinal resistance etc. However, for short-span bridge, hook bolts to be applicable, subject to careful technical checkup

Note: 1. Welded Welded hook hook bolts shall shall not not be used 2. 11, 12 (Length of hook bolts) shall be determined by cant and thickness of  packing 3. Type of hook bolts shall be according to the specifications stipulated separately 4. L-Type fixing method means the method of fixing / fastening sleeper with Lshape steel plate and lateral thread bolt etc. to Longitudinal girder Side face

Edge face pin

Chock 

nut Lateral thread bolt

Deplacement preventive clasp Coach screw

Sleeper supporter Longitudinal girder Lock, Nut and Washier 11

Fig.6 (Clause 58) Fixing wedge of bridge spacing strap (L-type) ( L-type) Bridge spacing strap L 50x50x6 (coated twice with anti-rust paint

±100

Footboard, mesled steel plate (expended method) wedge (coated twice, with rust preventive paint fixing

Bridge sleeper

75

50 Packing (30 to 120 thick) Hook bolt

In Case ordinary sleepers are used at the back of abutment , Starting and ending points of spacer strap shall be at the location extended by the five pcs of ordinary sleepers

Food board and spacing strap shall be jointed on the sleeper.

Table 15 (Clause 61) Supporting method of rail joint General Ballast less track  bridge Main line Supported Suspended method method Siding Supported Suspended method method

Turnout Suspended method Suspended method

12

Expansion  joint Suspended method Suspended method

Insulation place Supported or Suspended Supported method

Table 16 (Clause 65) (Pending) Using standard of rail insulation (Pending) Kind of rail Supporting method of rail joint R60 General support joint General suspend joint R54 General support joint General suspend joint Turnout suspend joint Crossing suspend joint R50 R42 R33

Insulation type -

Fig 7 (Clause 67) (Unfinished) Rail joint gap 1. Standard Rail Joint Gap for All Rail Types

2. Joint Gap for Each Long Rail Installation on Wooden Sleeper

16 16

15

   )   m13   m1112    (   p 10   a 9    G 8    t 7   n 6    i   o 5    J 4    l    i 3   a    R 2

   ) 14   m13   m12    ( 11   p 10   a 9    G 8    t 7   n    i   o 65    J    l    i 43   a    R 2

R50&R54

15

14

7      5      m     1       0       5   0    R    a    0       i      m   l      m     R       R    a  i    a    i       l       l    2  5   m  R a  i  l  

1

R42

R60

1

0

0 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50

20 22 24 26 28 30 32 34 36 38 40 42 44 46

Rail Temperature C

O

Rail Temperature C

3. Joint Gap for Each Long Rail Installation on PC Sleeper 16 15

   ) 14   m13 R42   m12    ( 11   p 10   a 9    G 8    t 7   n    i   o 6    J 5    l    i 4   a 3    R 2

R50&R54 R60

1 0 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48

Rail Temperature C

O

13

O

Table 17 (Clause 68) Use of slab Track  Structure Track class Curve radius and Installation section Lighting Section   y   r R < 800m   a   n   b   a    i 25m Tunnel    l    d   r   s section R ≥ 800m    O

Type of structure 1.2

Warm district Cold district

Vibration preventive slab

3.4

RC

A-155M

RC

A-255M

RC

A-151M

RC

A-251M

R C A-155N G P R C A-155N G

R C A-155N G P R C A-155N G

Note: Not withstanding the above table, expansion expansion joint slab, slab, shorter slab slab battered slab shall be used, taking into account the prevailing site condition.

Table 18 (Clause 69) Basic track cross-section and track bed shape 1) Single Line b d c

c a

17

(unit : mm) Design Max speed

Type of  sleeper

Width from centre of  track to ballast toe (a) 254

Width from centre of  track to ballast shoulder (b) 150

Ballast thickness (c)

Ballast shoulder width ‘(d)

30

50

120 km/h

PC

110 km/h

P C, Wooden

254

150

30

50

100 km/h

P C, Wooden

244

140

30

40

90km/h

P C, Wooden

234

140

25

40

80km/h

Wooden

211

135

25

35

Remark 

Width means the horizontal distance

Note: For curve section, the basic cross-section cross-section and shape shall shall be expanded, expanded, depending depending on amount of cant

14

2) Double line b 9 d 2

c 0.015L - 17

15

L

(unit :cm)

120 km/h

PC

254

Width from centre of  track to ballast shoulder 150

110 km/h

P C, Wooden

254

150

30

50

100 km/h

P C, Wooden

244

140

30

40

90km/h

P C, Wooden

234

140

25

40

80km/h

Wooden

211

135

25

35

Design maximum speed

Type of  sleeper

Width from centre of  track to ballast toe

Ballast thickness (C)

Ballast shoulder width (d)

30

50

Remark 

Width means the horizontal distance

Note: For curve section, the basic cross-section cross-section and shape shall shall be expanded, expanded, depending depending on amount of cant 3) Ballast shoulder width for long rail section (Single line) Applied to the division / section with a radius of more then 600m Width from Centre of Track  to Ballast Toe

Width from Centre of Track to Ballast Shoulder

Ballast Shoulder Width

60kg

Over 254

150

50

R54

Over 254

150

50

R54

Over 244

140

400

R42

Over 234

140

400

R42

Over 211

135

35

Design Maximum speed

More than 110km/h (1, 2 class)

90km~110km/h (3, 4 class)

Less than 90km/h (4 S class)

15

Remark 

4) Ballast shoulder width for long rail section (Double line) Applied to the division / section with a radius of more then 600m Width from Centre of Track  to Ballast Toe

Width from Centre of Track to Ballast Shoulder

Ballast Shoulder Width

60kg

Over 254

1,400

400

R54

Over 254

1,400

400

R54

Over 244

1,400

400

R42

Over 234

1,400

400

Design Maximum speed

More than 110km/h (1, 2 class)

90km~110km/h (3, 4 class)

Less than 90km/h (4 S class)

Remark 

Additional ballast 50mm R42

Over 211

1,400

400

Applied to the division / section with a radius from 400m t o 600m

Table 19 (Clause 70) Turnout number for main line Main line Design maximum Standard turnout speed Straight side-Main line Branch side- Sub main line More than 110 km/h More than 1:12 More than 90 lm/h More than 1:12 Below 110 km/h More than 70 km/h More than 1:10 Below 90 km/h Less than 70 km/h More than 1:10

16

Branch sideMain line More than 1:16

In the case of sub main line

More than 1:14 more than 1:10 More than 1:12 More than 1:10

Table 20 (Clause78) Setting temperature of long rail Kind of  rail

Kind of long rail

General section

Curve radius More than 600m Ballast Curve section radius More than 300m, less than 600m Slab section, etc In the tunnel On the bridg bridgee

R60

Limit value from prospect highest rail temperature 25 C

Limit value from prospect lowest rail temperature 30 C

R54 R42

25 C

0

30 C

R60

25 C

30 C

R54 R42

25 C

0

30 C

R60,R54

0

0

Pending Pending 0 ∓15 C of annual mean temperature 40 C

Table 21 (Clause 78) Ballast lateral resistance force of long rail installation section

Kind of  Long rail

Section of  Except tunnel

Tunnel section

Wooden sleeper PC sleeper

Kind of  Curve radius rail more than 600m more than R60 500kgf/m more than R54 400kgf/m more than R42 400kgf/m R54 more than R42 200kgf/m R60 more than R54 300kgf/m

17

Ballast lateral resistance force Curve radius Curve radius Less than 600m Less than 400m more than 400m more than 300m more than more than 600kgf/m 700kgf/m more than more than 500kgf/m 600kgf/m more than more than 450kgf/m 500kgf/m

Table 22 (Clause 78) Sleeper installation number of general section long rail Rail weight R42 More than R54

Sleeper number 36 pcs/25 m 38 pcs/25 m

Table 23 (Clause 78) Anti creeper setting number of wooden sleeper long rail in the tunnel Section 50m section from both end of long rail Except section of above section

Direction of creeping n + 30 pcs

n pcs ( in case of n ≻ 30) 30 pcs (in the case of n ≦30) Note: n is anti creeper setting number as shown in Clause 57

Table 24 (Clause 81) Curve radius and using range of expansion joint Unit (m) Curve radius Application range 80 800 ~ 899 1000 900 ~ 1099 1200 1100 ~ 1300 1500 1301 ~ 1700 2000 1701 ~ 2499 2500 2500 ~ 2999 3000 3000 ~3499 3500 3500 ~ 4499 5000 4500 ~ 5000

18

Direction of anti creeping 30 pcs 30 pcs

19

Fig.8 (clause 84) Method of installation of bridge guard rail 1. Guard rail laying laying within the track track gauge gauge (space between rail and guard rail is that between the side face of the top thereof) 1,500mm

   m    m     0     8     1    m    m     0     8     1

   m    m     0     6     3    m    m     0     6     3

(Note) In double lines, guard rail shall be installed at the end of  bridge, if considered necessary

In double lines, no curvature is required for the direction to which train nuns

2. Guard rail laying laying outside outside the track gauge gauge (space between rail and guard rail is that between the side face of the top thereof)    m1,500mm    m     0     5     5

   m    m     0     8     1    m    m     0     8     1

   m    m     0     5     5

(Note) In double lines, guard rail shall be installed at the end of  bridge, if considered necessary

In double lines, no curvature is required for the direction to which train nuns

3. Derailment preventive guard installation (Space between rail and guard rail is that between the side face of the top t hereof) 1,500mm

   m    m     5     8    m    m     5     8

   m    m     5     8     3    m    m     5     8     3

In double lines, no curvature is required for the direction to which train nuns

20

(Note) In double lines, guard rail shall be installed at the end of  bridge, if considered necessary

4. Installation of bridge guard rail rail within the track at through beam (Space between rail and guard rail is that between the side face of the top thereof) 5,000 4,000

    0     8     1     0     8     1

(Note) In double lines, guard rail shall be installed at the end of  bridge, if considered necessary

In double lines, no curvature is required for the direction to which train nuns

5. Installation of bridge guard rail rail outside the track at through through beam (space between rail and guard rail is that between the side face of the top thereof)    m    m     0     5     5

5,000 4,500

    0     8     1

(Note) In double lines, guard rail shall be installed at the end of  bridge, if considered necessary

    0     8     1

   m    m     0     5     5

In double lines, no curvature is required for the direction to which train nuns

6. Installation of derailment derailment preventive preventive guard guard at through beam (space between rail and guard rail is that between the side face of the top thereof) 3,000 1,500

   m    m     5     8     3

    0     8     1     0     8     1

   m    m     5     8     3

In double lines, no curvature is required for the direction to which train nuns

21

(Note) In double lines, guard rail shall be installed at the end of  bridge, if considered necessary

Fig.9 (Clause 85) Method of installation of level l evel crossing guard 1. Straight line space 65

250

500

500

Allowance as width of  level crossing

2. Curved line a) Over 300m radius space 65+slack 

About 250

Over 500

Allowance as width of  level crossing

Over 500

b) Over 300m radius Running direction of  train or rolling stock  space 75

About 250

About 250

Over 700

Allowance as width of  level crossing

700500 Over

(Note) As level crossing guard, angle steel may be need, and should derailment preventive rail of safety rail have already been installed, inside the track gauge before and behind the level crossing, then no curvature at the edge of level crossing is required.

Fig.10 (Clause 87) Method of installation of point guard Centre of guard rail 1,650 100

1,000

1,650 550

Toe of Tongue rail A     

A     

1,000

550 100

B     

B     

22

100

guard rail

    7     1

Fig.11 (Clause 89) st

Shape and dimensions of rolling stock stopper (for 1 class rolling stock) Beginning of First class rolling stock      0     0 A     5  ,     1     0     0     5  ,     1

A'

PLAN T

(Gravel embankment)

Longitudinal cross-section

Saived sand or crushed stone

Beginning of First class rolling stock  , Rail face   1 :  1  5

    0     0     0     5     5     2     0     5     2

    W

T

1   :   1     , 5    5   

Gravel, cobble stone or crushed stone compacted into more then 150 mm (May be omitted at favorable ground condition place)

Cross-Section

A - A' A'

    0    1   5     0    1  : ,     5

Rail face

Centre-line for first rolling stock stopper

23

Given to train of rolling stock by the average slope (i) at the point of 1 km outside the beginning of  first class rolling of stock  stopper Downward

i>

10

Gravel embankment thickness (mm) T (m)

W (m)

Above rail face

Under rail face

40

250

250

5

30

250

250

4.5

20

250

250

3.5

1000

Up & Downward Do wnward i ≤

10 1000

Upward

i<

10 1000

Fig.12 (Clause 89) st

Shape and dimensions of rolling stock stopper ( 1 class rolling stock and inter-line installation) Beginning of First class rolling stock 

PLAN

A

T

B

    0     0     0     0     5  ,     5  ,     1     3     0     0     0     5  ,     1     0     5  , Longitudinal cross-section     2 A'

    0 W     0     5  , 1 B'

T

Horizontal

    0     0     5

Gravel, cobble stone or crushed stone compacted into more then 150 mm (May be omitted at favorable ground condition place)

Given to train of rolling stock  by the average slope (i) at the T point of 1 km outside the (m) beginning of first class rolling of  stock stopper Downward

i>

10

i<

W (m)

Above rail face

Under rail face

40

0

500

2.5

30

0

500

2.25

20

0

500

2.0

1000

Up & Downward Do wnward i ≤

Upward

Gravel embankment thickness (mm)

10

10 1000

1000

Remark 

For the other cases (such cases that adjacent line exists within the rolling station premises, or gravel embankment on the rail face turns out possible, then the structure shall be made ax similar to the ordinary one as possible

Note: 1. Measurement unit : mm 2. Slope protection for gravel embankment may be of soil –  soil – mounted mounted type 24

Cross-Section

Cross-Section A - A' 3,500

B - B'

2,500 1,500

W

Rail face

   t   g   u   i   n   r   o   e   o   d    i    f   g    h   n   s   e   t    i   y   n   n    t    i   e   n   r    l   e   -    h   u   f    t    t   e   a   r   r    k   s    t   e   n   h   c   e   e   t   a   r    h    C  o   t    T

  g   n   r    i    l   o   r    f    l   e   e   o   r   p   n   s   p    i   s   o    l   -    l   a   t   s   e   r   c    t    t    k   c   n   s   o   e   r    t    C   i    f   s

2,500 1,500

3,500

1,500

   t   g   u   i   n   r   o   e   o   d    i    f   g    h   n   s   e   t    i   y   n   n    t    i   e   n   r    l   e   -    h   u   f    t    t   e   a   r   r    k   s    t   e   n   h   c   e   e   t   a   r    h    C  o   t    T

   k   e   c   a    t   g   r    h   n    t    t    i    f   u   d   o   o   i   s   e   r   g   y    t    t   n   e   n   i    f   e   n   a   u    C   t   s

  g   n   r    i    l   o   r    f    l   e   e   o   r   p   n   s   p    i   s   o    l   -    l   a   t   s   e   r   c    t    t    k   c   n   s   o   e   r    t    C   i    f   s

Rail face

   k   e   c   a    t   g   r    h   n    t    t    i    f   u   d   o   o   i   s   e   r   g   y    t    t   n   e   n   i    f   e   n   a   u    C   t   s

Fig.13 (Clause 89) Shape and dimension of rolling stock stopper (case of installing the ordinary) first class rolling stock stopper at the safety siding.

Beginning of First class rolling stock stopper 1.000

1 2 3 4 5

B

Train or rolling stock 

Safety siding

A

Over run turnout

    0     0     5  ,     1    0     0     5  ,     2

    0     0     5  ,     3

B'

A'

Note: 1. Measurement unit : mm 2. Slope protection protection for for gravel embankment may be of soil –  soil – mounted mounted type

0

Beginning of First class rolling stock stopper

1,000

500

1,000

0 1 2 3 4

Fourth rolling Stock stopper 4

Rail face

Gravel, cobble stone or crushed stone compacted into more then 150 mm (However , suck compaction may be o mitted for places with favorable ground condition

25

Save sand or crushed stone

Cross-section

A - A'

0

500

1,000

2,500

Outside the structure gauge

1,500

  g   n   r    i    l   o   r    f    l   e   e   o   r   p   n   s   p    i   s   o    l   -    l   a   t   s   e   r   c   k    t    t   n   s   c   e   r    t   o    C   i    f   s

  e   r   u    t   e   c   g   u   r   u    t   a    S   g

   k   e   c   h   a   g   r    t    t    t    i   n   u    f   o   d   o    i   g   s   e   r    i   n   t   y    t   e   n   n   r    f   e   u    C   t   a   s

Cross-section

0

500

1,000

B - B' 3,500

Rail face

  g   n   r    i    l   o   l   r    f   e   e   o   r   p   n   s   p    i   s   o    l   -    l   a   t   s   e   r   c   k    t   c   n   t   s   e   i   o   r    t    C   f   s

  r   e   e   k   h    h   g    t   c   t    t    i   n   o   a   r   u    f    t   o   d    i   o   e   g   s    h   e    t   n   t   r   y    t   n   i   e   n   e   n    f   r   e   h   u   a    C   t    t   s

Fig.14 (Clause 89) Shape and dimension of rolling stock stopper (case of installing the (other) first class rolling stopper at the safety siding) Curvature behind the turnout to be as per clause 92

Beginning of fourth fourt h class rolling stock  stopper B

A     0     0     0  ,     4     0     0     0  ,     4

A'

1,000

    0     0     5  ,     1     0     0     5  ,     1

    0     0     5  ,     3     0     0     5  ,     2

    0     0     5  ,     3

B'

26

0 1 2 3 4 5

Beginning of first fi rst class rolling stock  stopper

0

    0     0     5

1,000

500

1,000

0 1 2 3 4

Gravel, cobble stone or crushed stone compacted into more then 150 mm (However , suck compaction may be omitted for places with favorable ground condition

Note: 1. Measurement unit : mm 2. Slope protection for gravel embankment may be of soil –  soil – mounted mounted type

Cross-section

Cross-section

A - A' 3,500

0

500

2,500

1,50 1,500 0

3,500

3,500 2,500

1,50 1,500 0

    0     0     5

    0     0     5

   t   g   u   n    f   e   o   i   o   h   g   d   n   i   s   e   t    i   n   n   y    i   e   n    t   r    l   -    h   e    t   u   f   e   r   r    t   a    t    k   e   c   s   n   h   e   e   t   a   r    h    C  o   t    t

0

B - B'

1,000

  g   n   r    i   o   l   r    l   e    f   e   o   r   p   n   s   p    i   s   o    l   -    l   a   t   s   e   r   c   k    t   c   n   t   s   e   i   o   r    t    C   f   s

   t   g   u   n    f   e   o   i   o   h   g   d   n   i   s   e   t    i   n   n   n   y    i   e    t   r    l   -    h   e   u   f    t    t   e   r   r    k   a    t   e   s   n   h   c   e   e   t   a   r    h    C  o   t    t

   k   e   c   a    t   g   r    h   n    t    t    i    f   u   d    i   o   o   s   e   r   g   y    t   n   t   e   n   i    f   n   e   u   a    C   t   s

  g   n   r    i   o   l   r    l   e    f   e   o   r   p   n   s   p    i   s   o    l   -    l   a   t   s   e   r   c    t    t    k   c   n   s   o   e   r    t    C   i    f   s

Fig.15 (Clause 98) 1. DAOP POST

2. RESORT POST

27

   k   e   c   a    t   g   r    h   n    t    t    i    f   u   d   o   o   i   s   e   r   g   y    t    t   n   e   n   i    f   e   n   a   u    C   t   s

500

3. DISTRICT POST

4. GANG POST

Table 26 (Clause 96) One day road traffic volume, etc Kind Marshalling Rolling stock  Train

Conversion ratio 0.5 1.0

Kind Pedestrian Bicycle Two-wheeled cart, etc Motor cycle, Tri-car Car Rig

Conversion ratio 1 2 4 8 19 12 14

One day One day road transportation volume Railway In the case of A line In the case B line Transportation Visibility length Visibility length Visibility length Visibility length volume under50m more than 50m under 50m More than 50m Under 15 4,000 4,500 6,300 7,000 15 ~ under 30 3,700 4,200 6,200 6,900 30 ~ under 50 3,300 3,800 6,000 6,700 50 ~ under 100 2,500 3,000 5,200 5,800 100 ~ under 150 2,300 2,800 4,000 4,500 150 ~ under 200 2,100 2,600 3,200 3,500 200 ~ under 300 2,000 2,400 2,500 2,800 More than 300 2,000 2,200 2,.000 2,200 Note: 1. The The mean of A line are line of train speed more than 65 km/h and train length length more than 150m 2 B line are are except line of A line 3 The mean of visibility length are visible length of railway at 5m point of road center from level level crossing track center center and height 1.2m 28

Table 27 (Clause 97)) Road traffic volume/hour and railway traffic volume Railway traffic volume/hour More than 3 to less than 10 More than 10 to less than 15 More than 15 to less than 20 More than 20 to less than 25 More than 25 to less than 30 More than 30 to less than 35 an 40 to less than 50 More than50

Road traffic volume/hour 2400 2200 1800 1400 1100 750 500 360

able 28 (Clause 105) Track irregularity maintenance target value (Ordinary track) Maximum speed Maintenance target value Kind ( km/h ) More than More than 85km/h and Remarks of irregularity 95km/h line 85km/h line below line More than +10 (+6) 800m section - 5 - 4) More than +15 (+9) Gauge 200m section - 5 (-4) Under 200m +10 (+6) section - 5 - 4) Cross level 12 (8) 13 (9) 16 (11) Longitudinal level 14 (8) 16 (9) 19 (11) Alignment 14 (8) 16 (9) 19 (11) Twist Note; 1. Each value are shown in dynamic value due to high speed inspection car and in the parenthesis value are shown in i n static value. 2. Twist are shown in cross level changing value of 5m length 3. Target value are not included slack, cant and versine value at curve 4. Side track are to use 85 km/h target value

Table 29 (Clause 106) Train vibration target value Kind of measuring Measuring car

Passenger car

Vertical vibration (Full amplitude)

Lateral vibration ( Full amplitude)

0.25g

0.25g

29

Table 30 (Clause 110) 1) Compound deviation standard value Item Target length Target deviation and place Kind of deviation of deviation Deviation value Deviation places I type 80 m 18 mm 4 places II type 60 m 21 mm 3 places III type 30 m 25 mm 2 places IV type 35 mm 1 place Note: 1. Target of compound compound deviation deviation wave wave shape due to high speed speed inspection car are more than value of above table 2. The line of train speed speed less than than 45 km/h except from target target 3. Apply to general general track of freight train train operation line 2) Train vibration standard value Kind vibration Maintenance standard value

Vertical (Full amplitude) 0.3 g

Horizontal (Full amplitude) 0.3 g

Table 31 (Clause 111) Longitudinal, alignment and twist deviation maintenance value of turnout high speed turnout Deviation Kind value of deviation Longitudinal level Alignment Cross level

Deviation value (mm) Dynamic

Static

7 7 7

13 13 13

30

Table 32 (Clause 112) 1. Judgment of Head surface shelling Judgment

A1

Content of   judgment In case a horizontal crack less than 20mm length is fund in the train running direction from its starting point

A2

In case a horizontal crack less than 20mm long or a transverse crack  less than 15mm deep is found

B

In case a horizontal crack more than 30 mm long or a transverse crack  more than 15mm deep is found

C

In case a horizontal crack more than 100 mm long or a transverse crack  out 300 mm deep is found

Condition of damage Outside (visual) Outside Shelling damage at the top of the rail head takes place, and rail sledding shape and sledding width change accordingly Shelling damage grows greater, and sometimes a horizontal crack  occurs outside the track gauge or at G.C. Furthermore ,it also happens from time to time that black specks and/or peeling –  peeling – off off occur Shelling damage becomes further developed, and sometimes there occurs a transverse crack outside the track gauge or at G. C. Transverse crack  has reached the top of the rail head, thus ending up breakage of rail

31

Inside

Measure

Attach to watch mark 

Attach to watch mark 

Installation of fish plate

Replace

2. Judgment of Head Checks Train running direction

1

First Stage -

Second Stage

GC

A Head check has reached both sides of the head (upper) Train running direction

3

Third Stage

0 ~ 21.6 GC

Train running direction

GC

Head check exists only at gauge corner Train running direction

2

65

0~ 21.6mm

Nothing particular

65

21.7 ~ 32.5 GC

Train running direction

21.7 ~ It sometimes happen 32.5mm That the 1m span Measuring instrument indicated more than 0,3 mm depth of check  65 32.6 ~ 43.4 GC

Train running direction It sometimes happen Further, head check has That the 1m span deepened into the two- Measuring instrument thirds of the width of  indicated more than 0,5 mm the head depth of check  GC

B

Train running direction

4

Fourth Stage

GC

C Completely opened head check has developed itself into lateral crack of the head

To be Recorded

32.6 ~ 43.4mm

Nothing of  Warning mark 

Reinforcing  junction plate to be fixed, and replacement schedule to be determined, based upon which, replacement to be made

65 GC

Train running direction

Ditto

32

More than 43.5mm

To be promptly replace with new one

3. The Other The other defects are judged, as follow Item for judgment Horizontal Tear of Web Lateral Tear of Head Lateral Tear of The Bottom Diagonal Damage to Web Crack In Bolt

A 2 mm  6 mm 5 mm  15 mm

B 6 mm  10 mm 15 mm  30 mm

C More than 10 mm More than 30 mm



Less than 3 mm

More than 3 mm



5 mm  10 mm

More than 10 mm

Less Than 5 mm

 Echo appears more than twice, all of which indicate less than 40 %. Echo indicates over 60 %, and movement of detecting device from echo appearance to its disappearance amounts to less than 35 mm.

More than 5 mm Echo reveals over 60 %, and movement of echo detecting device from its appearance to its disappearance amounts to more than 35 mm

Echo

Echo Height : 20 % %60% Echo appears more than twice, all of which indicate less than 40%

Others

Detective echo appears, but the cause of it remains difficult to identify



The others deemed as hazardous defects

Table 33 (Clause 113) Management Management of Damage to Toe of Turnout Etc. Damage to Toe of Tongue Rail (Within 100mm from toe of tongue rail) 1. In case there occurs damage to the toe t oe of tongue rail, a and b values shall be measured, and damage shall be repaired, according to the following standard: 1) Should both of a and b value have reached the following, the damaged part and flaw shall be repaired, and be replaced according to the schedule established on the extent damage repaired. a = 15mm b = 2 mm 2) Should both of a and b have reached the following, following, prompt replacement shall shall be done. a = 15 mm b = 5 mm

or

a = 18 mm b = 2 mm

2. Should there exist damage to the middle part of tongue rail, a, b and L shall be repaired, and replaced, according to the schedule established on the extent of damage repaired. a = 15 mm b = 2 mm L = 75 mm

33

1) Should all of a, b and L have reached reached the following values, then then the damage part and flaw shall be repaired, and replaced, according to the schedule established on the extent of damage repaired. a = 15 mm b = 2 mm L = 75 mm 2) Should all the above above factors have reached reached the following, then then promt replacement replacement shall be done. a = 15 mm or a = 18 mm b = 5 mm b = 2 mm L = 75 mm L = 75 mm Details of a, b and L Measurement Measurement of Damage (1)

Measurement of Opening (2)

b 14

To surfa surface ce of of basic basic rail rail Top surface of tongue rail

a

Damage part L

(2) Depending on the shape of tongue rail, replacement shall be done, as follows :

3) Judgment by Panel point Ruler Tongue rail whose damage is located under the panel point shall be replaced forthwith

(Ref. ) Wear and tear of Tongue rail and Stock rail r ail Side wire 3mm more than 3mm

Wear

Shape I

14mm

Stock rail (outer rail)

Stock rail (outer rail) Tongue rail

Tongue rail

(turnout line)

(turnout line)

34

Shape II

Shape III

Tongue rail bent to the side of Basic rail

Replacing stock rail and Tongue rail

Side wire more 3mm than 3mm Shape IV

Side wire3mm more than 3mm

14mm Stock rail (outer rail)

The remains an indication that the f range passed rail

Tongue rail

Tongue rail

(turnout line)

(turnout line)

14mm Stock rail (outer rail)

Prompt replacing Stock rail and Tongue rail

Table 34 (Clause 114)

Type of Guard Rail Derailment preventive rail Derailment preventive guard Safety rail Bridge guard rail

Maintenance of Guard rail etc Arrangement Target Established value Increase Decrease

For location within a curve radius of 240m, the decrease to be within 8 mm

65 mm + slack  85 mm 180mm 220mm 180mm 220mm

Within 10mm

Within 10mm

Level crossing guard

Point guard, Derailment preventive rail (Siding Turnout)

42 mm + slack  + Versine value

Remark 

Within 5mm

35

Within 4mm

For location within a curve radius of 240m, the decrease to be within 8 mm In case of the turn out passing speed of more than 100 km/h, the decrease to be zero (0).

Fig. 16 (Clause 115) Method of dealing with more than irregularities exceeding the above arrangement target is as follows:

Fig. 17 (Clause 115) Location for repair according to arrangement target (case of vertical irregularity:

15m

-6

2

1

+6 15m

+6 -6

3 Note : The distance between (1) and (2) shall be within 15m, and the distance between (1) or (2), and (3) of less than 15m is regarded as one 1 irregularity

36