Cần cẩu Tadano TR500M-3

ROUGHTERRAINCRANE

TR-500M-3-00103

2

TADANOTR.sOOM.3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

1, BOOM:OUTRIGGERS FULLYEXTENDED fl.3m).360o \(m) B(ml\ 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 8.0 9.0 10.0 11.0 12,0 13.0 14.0

9.7m 50.0 50.0 45.0 39.5 35.5 32,0 29.0 26.5 24.0 22.0

16.0m 22.3m 30.0 30.0 30.0 30.0 30.0 29.0 27,0 24.6 22,7 20.9 17.8

14.6 12,0 10.0 8.3 7,1

16.0 18.0

28.6m 34.9m 38.05m 41.2m

20.0 20.0 20.0 20.0 20.0 20.0 19.9 18.7 17.6 16.7 15.0 13.4 11.3 9.4 8.0

12,0 12,0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 11.5 10.5 9.5

6.8

7.4

5.9 4,2 3.0

6.6

20.0 22,0 24,0 26.0 28.0 30.0 32.0 34.0

8.6

5.0 3.8 2.95 2,3 1.65

11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 10.1 9.4 8,7 8.1 7,5 7.0 6.5 5.4 4.3 3.4 2,7 2.1 1.65 '1.25 0.9

a (")

0-83 stogDlr f,-ven t4a.

Yo

\

WORKING RADIUS DIAGRAM

8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8,5

7,0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.5 6.0 5.6 5.3

7.9

7.35 6.85

6.4 6.0 5.3 4.5 3.55 2.85 2.3 1.85 1.4 1.0 0,7 16-83

4.7

4,15 3.6 3.0 2.4 1.95 1.55 1.2 0.9 0.6 28-83

(m) A: BOOM LENGTH B :WORKING (m) RADIUS a = Boomanglerange (fortheunladen condition)

3

HYDRAULICROUGHTERRAINCRANE TADANOTR-sOOM.3 TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

(6.7m)- Oversides 2, BOOM:OUTRIGGERS MIDDLE EXTENDED \(m) B(ml\ 2,5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7,0 8.0 9.0 10.0 11.0 12,0 13.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 a (")

9.7m

16.0m 22.3m

50.0 50.0 43.0 38.0 34.0 30.5 27,5 24,2 21.4 19.0

30.0 30.0 30.0 30.0 30.0 29.0 27,0 24.0 21.2 18.9 'i.5.7

12,8 10.4 8.5 7.1 6.1

20.0 20.0 20.0 20.0 20.0 20.0 19.8

18.7 17,6 16.7 15.0 12,3 9.9

8,2 6.85

5,7 4.8 3.4 2.3

0-83 [1enstog"\\

{Q'or,.e WORKING RADIUS DIAGRAM

28.6m 34.9m 38.05m 41.2m 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12,0 11 . 5

10.5 9.1 7.75 6.7 5.8 4.3 3,2 2.35 1.7 1,2

11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 10.1 9.4 8.7

8.1 7,5 7.0 6.3 4.8 3.75 2.9 2.2 1.65 1.2 0.8 0.5 23-83

8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 7.9 7.35 6.85

6.4 6.0 5.0 3.9 3.1 2,4 1.8 '4,4 1.0 0,7 27-83

7.0 7,0 7,0 7,0 7,0 7.0 7.0 7,0 6.5 6.0 5.6 5.3 4,7 4.0 3,25 2.6 2,0 1.55 1.1 0.8 0.5 36-83

(m) A: BOOM LENGTH B :WORKING MDIUS(m) a = Boomanglerange (fortheunladen condition)

4

TADANOTR.sOOM-3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

(5.5m)- Oversides 2. BOOM:OUTRIGGERS MIDDLE EXTENDED \(m) B(ml\ 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 16.0 18.0 20.0 22,0 24,0 26.0 a (")

9.7m 45.0 45.0 41.0 36.8

33.2 30.2 25.2 21.0 18,2 15.5

16.0m 223m 30.0 30.0 30.0 30.0 30.0 27,0 24.0 20.7 18.0 15.2 11.9 9.5 7.65

6.25 5.15 4.2

20.0 20,0 20.0 20.0 20.0 20.0 1g.g

18.7 17.0 15.1 11.6 9.15 7.35 6.0 4.9 4.0 3,25 2.05 1.05

0-83

28.6m 34.9m 38.05m 41.2m 12,0 12.0 12.0 12.0 12.0 12,0 12.0 12.0 12,0 12.0 12.0 '10.2 8.35 7.0 5.85 5.0 4,2 3.0 2,1 1.35 0.7 24-93

11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 10.1 9.4 8.4 7,3 6.3 5.5 4.75 3.55 2.65 1.95 1.3 0.8 38-83

8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 7.9 7.35 6.3 5.5 4.8 3.6 2.7 2.05 1.5 1.0 0.6 44-83

7,0 7.0 7.0 7.0 7.0 7.0 7.0 7,0 6.5 6.0 5.6 5.0 3.8 2.9 2.25 1.7 1,2 0.8 49-83

(m) A: BOOM LENGTH (m) B :WORKING RADIUS a = Boomanglerange (fortheunladen condition)

WORKING RADIUS DIAGRAI'

5

TADANOTR.sOOM.3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

- Oversides (2.54m) 2, BOOM:OUTRIGGERS MINIMUM EXTENDED \(m) B(ml\ 2,5 3.0 3.5 4,0 4.5 5.0 5.5 6.0 6.5 7,0 8.0 9.0 10.0 11.0

9.7m

a (o)

0-83

16.0m 223m

15.0 15.0 15.0 13.8 11.3 9.3

11.0 11.0 11.0 11.0 10.5

7.7

7,3 6.1 5,2 4,4 3.2 2,3 1.5 0.8 34-83

6.5 5.5 4.6

8.8

28.6m 34.9m 38.05m 41.2m

11.0 11.0 11.0 11.0 10.4 8.55 7,15 6.0 5.0 4,2 3.0 2.05 1.35

7,0 7,0 7,0 7.0 7.0 7,0 6.5 5.8 5.1 4.5 3.5 2,5 1.8

6.0 6.0 6.0 6.0 6.0 5.5 5.0 4.5 3.6 2,8 2,1

5.5 5.5 5.5 5.5 5.3 5.0 4.5 3.7 2.9 2,3

5.0 5.0 5.0 5.0 4.5 3.8 3.1 2,5

58-83

66-83

7'l-83

73-83

74-83

(m) A: BOOMLENGTH (m) B :WORKING RADIUS a = Boomanglerange (forthe unladen condition)

WORKING RADIUS DIAGRAM

6

HYDRAULICROUGHTERRAINCRANE TADANOTR.sOOM.3 TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

(4.0m)- Oversides 2, BOOM:OUTRIGGERS MINIMUM EXTENDED \(m) B(ml\ 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7,0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 16.0 18.0 20,0 a (o)

9.7m 40.0 40.0 33.4 26.5 21.0 17.4 14.6 12.5 10.5 9.0

16.0m 223m 30.0 30.0 30.0 27.0 21.5 17,4 14.5 12.2 10.5 9.1 6.9 5.4 4,3 3,4 2.6 1.85

0-83

20.0 20.0 20.0 20.0 20.0 17.0 14.2 12.0 10.4 9.0 6.8

5.25 4,1 3.15 2,45 1.75 1.15

38-83

6ve*stoeQ1 qo\

y..o

28.6m 34.9m 38.05m 41.2m 12,0 'i.2.0 12,0 '12.0 12,0 12.0 12.0 12,0 11.3 10.0 7,8 6,2 5.0 4.05 3.3 2.7 2.15 1.2 47-83

11.0 11.0 11.0 11.0 11.0 11.0 10.3 9.5 8.0

8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.0

6.65

6.7

5.6 4.65 3,85 3.2 2,7

5.7 4,75 4.0 3.35 2.85 2.0 1.3 0.75 56-83

1.8 1.1

53-83

7.0 7,0 7.0 7.0 7,0 7,0 6.5 5.9 5.0 4,2 3.55 3.0 2.15 1.5 0.95 60-83

(m) A: BOOM LENGTH (m) B :WORKING RADIUS a = Boomanglerange (forthe unladen condition)

Eft r,orro.# WORKING RADIUS DIAGRAM

7 PRECAUTIONS TOBETAKENWHENTHEOUTRIGGERS AREEXTENDED: '1. Thetotalratedloadsshown areforthecasewheethecraneissethorizontally Theyinclude onfirmlevelground. theweights (main oftheslingsandhooks hook: 460k9, 25thook:290k9, auxiliary hook:100k9).

Thevalues above theboldlinesarebased onthecranestrcngth whilethosebelow arebased onthecrane stability.

2.

Since thetotalratedloads arebased ontheactualworking radiiincluding thedeflection oftheboom, operations should be performed in acc,ordance withtheworking radii.

3,

Jiboperations shouldbeperformed inaccordance wi$rtheboomangle,inespective oftheboomlength.

Theworking radiiare reference values forthecasewhere thejibismounted toa 4'1.2m boom.

4.

Thetotalratedloadforthesingletopshallbethevalueobtained bysubtracting ttreweightofthehookmounted totheboom fromthetotalratedloadoftheboomandmustnotexceed 4.0t.

5.

Asa rule,free-fall operation should beperformed onlywhenlowering thehookalone. lf a hoisted loadmustbelowered by 'll5tt' free-fall operation, theloadmustbekeptbelow ofthetotalratedloadandsudden braking operations mustbeavoided.

6.

Thechartbelowshowsthestandard number of partlinesforeachboomlength.

Theloadperlineshouldnotexceed 4.17tfor themainwinchand4.0tfortheauxiliary winch.

BOOM LENGTH NO.OFPART LINES

9.7m

16.0m 22.3m

12

8

28.6m 34.9m 38.05m 41.2m

5(6)

4

4

4

4

JIB 1

Thevaluein ( ) is fora25thook.

7.

performance Thehoisting forthe"oversides'rangewilldifferaccording totheextended widthoftheoutrigges. operations performed shouldbe inaccordance withtheperformance conesponding to theextended width.Also,although thehoisting performances forthe"overfront'and"Overreaf ranges areequivalent to thoseofthe"outdggeB fullyextended" condition, (anglea)willdifferaccording thefrontandrearranges tothewidthto whichtheoutriggers areextended intheleftandright directions.

Extended width Anqleao

Middleextended Middleextended Minimum extended (6.7m) (5.5m) (4.0m)

30

25

8.

Totalratedloads below boldlinesdonotexceed 750/o oftipping load.

9.

Special weather caution: Refertotheoperation andmaintenance manual.

1 0 . Refer manufacturers manuals.

15

TADANOTR.sOOM.3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

c D 5o E(") B(m) M 83 6.6 3.5 76 13.6 3.5 74 15.3 3.25 72 17,0 2.95 70 18,7 2.65 68 20.3 2,4 65 22,6 2,1 60 26.5 1 . 7 55 29.8 1 . 2 50 32.7 0.65 a (")

(7.3m)- 360" JIB:Outriggers FullyExtended 7.8m 12.5m 25 45" 50 25 B(m) M B(m) M B(m) M B(m) M 9.0 2.4 10.7 1 . 6 8.0 2,5 1 1 . 5 1,4 15.5 2,4 16.8 1 . 6 15.9 2,5 18,7 1.4 17.3 2,2 18.4 1 . 5 17.9 2.25 20.5 1,4 18.8 2,tl 20.1 1.48 19.7 2.05 22.4 1 . 3 20.6 1.95 21.6 1.45 21.6 1.9 24.2 1,25 22.3 1.85 23.2 1,43 23,4 1.75 25.9 1.2 24.5 1 , 7 25.3 1 , 4 25.9 1.55 28.3 '1.1 28,1 1,45 28.8 1 . 3 30.1 1 . 3 32.2 0.95 31.3 '1.1 31.8 1 . 0 33.8 1 . 0 35.8 0.85 34.',| 0.55 34.4 0.5 36.9 0.5 38.7 0,43 49-83 B = Workingradius C = Jib length D = Jib otfset E = Boomangle M = Totalratedloads A = Boomanglerange(fortheunladen condition)

450

B(m) 14.5 21,2 22.9 24.7 26.4 28,0 30.2 33.8 37.1 39.6

M

0.8 0.8 0.8 0.8 0.8 0.8 0,77 0,74 0.72 0.4

I

TADANOTR.5OOM.3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

(6.7m)- Oversides JIB:Outriggers Middle Extended c 7.8m 12.5m D 50 25 450 5o 25 E(") B(m) M B(m) M B(m) M B(m) M B(m) M 83 6.6 3.5 9.0 2,4 10.7 1 . 6 8.0 2,5 1 1 . 5 1 , 4 76 13.6 3.5 15.5 2.4 16.8 1 . 6 15.9 2.5 18.7 1 , 4 74 15.3 3.25 17.3 2,2 18.4 1 . 5 17.9 2.25 20.5 1 , 4 72 17.0 2.95 18.8 2.1 20.1 1.48 19.7 2.05 22.4 1 . 3 70 18.7 2.65 20.6 1.95 21.6 1,45 21.6 1 . 9 24.2 1.25 68 20.3 2.4 22.3 1.85 23.2 1,43 23.4 1.75 25.9 '1,2 65 22.6 2.1 24,5 tl,7 25.3 1.4 25.9 1.55 28,3 1,',| 60 26.4 1 . 6 28.1 1.45 28.8 1 . 3 30.1 1 . 3 32.2 0.95 55 29.6 0,9 31.2 0.8 31.7 0.75 33.6 0.75 35.6 0.65 53 30.8 0.65 32,3 0.6 32.7 0.55 34.9 0.55 36.8 0.5 a (") 52-83

B = Workingradius C = Jib length D = Jib otfset E = Boomangle M = Totalratedloads A = Boomanglerange(forthe unladen condition)

450

B(m) 14.5 21.2 22,9 24.7 26.4 28.0 30.2 33.8 37.0

M 0.8 0.8 0.8 0.8 0.8 0.8 0.77 0,74 0,55 38.1 0.4

10

TADANOTR.sOOM.3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

(5.5m)- Oversides JIB:Outriggers Middle Extended c 7.8m 12.5m D 5o 25 450 5o 25 450 E(") B(m) M B(m) M B(m) M B(m) M B(m) M B(m) M 83 6.6 3.5 9.0 2,4 10.7 1 . 6 8.0 2.5 1 1 . 5 1,4 14.5 0.8 76 13.6 3.5 15.5 2.4 16.8 1 . 6 15.9 2,5 18,7 1.4 21.2 0.8 74 15.3 3.25 17.3 2,2 18.4 1 . 5 17.9 2.25 20.5 1 , 4 22.9 0.8 72 '17.0 2.95 18.8 2.1 20.1 1.48 19.7 2.05 22.4 1 . 3 24.7 0.8 70 18.7 2.65 20.6 1.95 21.6 1.45 21.6 1.9 24.2 '4.25 26,4 0.8 68 20.3 2,3 22,3 1.85 23.2 1.43 23.4 1.75 25.9 1 . 2 28,0 0.8 65 22.3 1.65 24.4 1.45 25.3 '1.25 25.8 1.4 28.3 1 , 1 30.2 0,77 62 24.6 1 , 1 26.3 0.95 27.1 0.8 28.0 0.85 30.5 0.7 32.5 0.65 61-83 a (") B = Workingradius C = Jib length D = Jib offset E = Boomangle M = Totalratedloads A = Boomanglerange(forthe unladencondition)

11

TADANOTR.sOOM.3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L.

c D 5o E(") B(m) 83 6.6 76 13.6 74 14.9 72 16.6 70 18.0 a (")

(4.0m)- Oversides JIB:Outriggers Minimum Extended 7.8m 12.5m 25 45" 5" 25 M B(m) M B(m) M B(m) M B(m) M 3,5 9.0 2,4 10.7 1 . 6 8.0 2,5 1 1 . 5 1 . 4 3.5 15.5 2.4 16.8 1 . 6 15.9 2,5 18.7 1 , 4 2.6 17,3 2,2 18.4 1 . 5 17,9 2.1 20.5 1.4 2,0 1 8 . 6 1 , 7 20.1 1.45 19.3 1 . 6 22.4 1 . 3 1 . 5 20.2 1.25 21.3 1 . 1 69-83 71-83 B = Workingradius C = Jib length D = Jib offset E = Boomangle M = Totalratedloads A = Boomanglerange(forthe unladencondition)

450

B(m) 14.5 21.2 22,9 24.7

M

0.8 0.8 0.8 0.8

12

TADANOTR.5OOM-3 HYDRAULICROUGHTERRAINCRANE TOTALRATEDLOADIN KILOGRAMS THISDOCUMENT SHOULDBE READIN CONJUNCTION WITHTHEA.M.L. WITHOUT OUTRIGGERS

Stationary 9.7mBoom 16,0m Boom F G F G 3.0 20.0 12.5 15.0 10.0 3.5 20.0 12,5 15.0 10.0 4.0 20.0 1 1 . 0 15.0 10.0 4.5 18.0 9.0 15.0 8.5 5.0 16.0 7.4 15.0 7,0 5.5 14.3 6,2 14.0 5,7 6.0 12.8 5.2 13.0 4.8 6.5 11.7 4.35 12.0 4.05 7.0 10.8 3.7 1 1 . 0 3.4 8.0 9.0 2.3 9.0 7.0 1.3 10.0 5.7 0.6 11.0 4,7 12.0 4.0 13,0 3.4 14.0 16.0 18.0 0-78 40-78 a (') B (m)

(travellinq Greep at1.6km/h or less) 22.3mBoom 9.7mBoom 16.0m Boom 22.3mBoom F G F F G G F G 14.5 8.0 10,5 6.5 14.5 8.0 10.5 6.5 1 1 . 0 5.5 14.5 8.0 10.5 6.5 4.5 8.0 1 1 . 0 5.5 12.9 6.8 10.5 6.5 8.0 4.5 1 1 . 0 5.5 11.5 5.8 10.5 5.3 4.5 8.0 1 1 . 0 5.3 10.3 4.8 10.5 4.4 8.0 4,1 1 1 . 0 4.4 9.3 4.0 10.0 3,7 8.0 3.55 10.0 3.7 8.6 3.35 9.3 3 . 1 5 8.0 3.05 9,2 3.0 7,9 2.8 8.5 2.7 7.4 2.55 7.7 2,0 7,0 1.85 6.4 1.65 6.4 1.15 5.9 1 . 1 5.4 0.95 5.4 4.8 0.5 4.5 4.5 3.9 3.7 3.8 3.3 3.1 3.2 2.8 2.6 2,7 2,2 1.8 1.5 1.05 0.85 25-78 61-78 0-78 40-78 25-78 61-78

B = WorkingRadius F = Front G = 360' A = Boom anglerange(for the unladencondition)

13 TOBETAKENWHENTHEOUTRIGGERS PRECAUTIONS ARENOTMOUNTED: (8.00k9/cm2) 1 . Thetotalratedloadsshown areforthecasewherethetyreairprcssure onfirmlevelground isasspecified and (mainhook: thesuspensionlock cylinder isretracted asmuchaspossible.

Theyinclude theweights oftheslings andhooks 460k9, 25thook: 290k9, hook100k9). auxiliary Thevalues above theboldlinesarebased onthecranestrength whilethosebelow arcbased stability.

The onthecnane foundation, working conditions, etc,should betakenintoconsideration foractual work, Sincetheworking radiiarebasedontheactualvaluesincluding thedeflection oftheboomandthetyres,operations should beperformed inaccordance withtheworking radii. "overfronfcrane operations should beperformed onlywhen"Over front'isdisplayed onthestandard display.

Theboom "Overfront"craneopenations mustbekeptinsidea 2"areaoverfrontofthecanierwhenperforming without theoutriggeF. Approx.2'

Thechartbelowshowsthestandard number of partlinesforeachboomlength.Theloadperlineshouldnotexceed 4.'l7t forthemainwinch and4.0tfortheauxiliary winch.

BOOM LENGTH NO.OFPART LINES

9.7m 12

16.0m 22.3m 8

5(6)

Singletop

1

Thevaluein( ) isfora 25tonnehook.

Thetotalratedloadforthesingletopshallbethevalueobtained bysubtracting theweighlofthehookmounted to theboom fom thetotalratedloadoftheboomandmustnotexceed 4.01.

Frce-fall operations should notbeperformed without outriggers.

Booms over22.3min lengthandjibsshouldnotbeused without outriggers.

7.

The"Drive Mode Selection" switch should besetto'4-wheel-Lo" forcreeping whilehoisting a load.

8.

When creeping whilehoisting a load,theswing brake should beapplied, theloadshould bekeptasclosetotheground as possible ground butnottouching the andthespeed should bekeptat 1.6km/h orless,Inparticular, anyabrupt steering, starting orbraking mustbeavoided.

9.

Crane operations should notbeperformed whenoeeping whilehoisting a load.

14

TADANOTR.sOOM.3 HYDRAULICROUGHTERRAINCRANE WORKINGRADIUS- LIFTINGHEIGHT

s E TI = =

0 6 ) -

!E

E G )

u

-

{ 1-l

3

o v

(m) WORKING RADIUS NOTES: 1.

Thedeflection of the boomis notincorporated in thefigureabove.

2.

Thefigureaboveis for the casewhenthe outriggers arefullyextended(360")