Method Statement_sheet Piling Works 3y1pq

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Main hoist loads No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

1 78 8.0

2 157 16.0

3 235 24.0

4 314 32.0

5 392 40.0

No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

6 471 48.0

7 549 56.0

8 628 64.0

9 706 72.0

10 785 80.0

Auxiliary hoist loads No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

· Gantry must be in raised position for all conditions. · Boom backstops are required for all boom lengths.

Hook Block Weight (t)

· The boom should be erected over the front of the crawlers, not

Weight of hook block 50 t 32 t 19 t 0.7 0.5 0.4

Ball Hook 0.16

Operation of this equipment in excess of rated loads or disregard of instruction voids the warranty.

laterally. · Ratings inside of boxes

80 t 0.8

1 69 7.0

are limited by strength of

materials. · The minimum rated load is 1.1 (ton). · Crawler frames must be fully extended for all crane operations.

Assembling the counterweight 27.2 ton counterweight 06.5 ton carbody weight No.4

No.5 No.3 No.2 No.1

· When erecting or lowering the boom length of 54.9 m(180 ft) or over, the blocks for erection must be placed under the front of the crawlers.

Counterweights

Carbody weights

Assembling the counterweight (Equipped with self removal device) 26.1 ton counterweight 06.5 ton carbody weight No.4

No.5

No.2

No.3 No.1 Counterweights

Carbody weights

· The lifting capacity does not change due to the type of counterweights.

*)

20

LIFTING CAPACITIES Counterweight: 27.2 t Carbody Weight: 6.5 t

Crane Boom Lifting Capacities

Unit: metric ton Working radius (m)

Boom Length (m)

3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 Reeves

9.1

12.2

80.0 69.0 57.9 47.5 39.8 32.9 26.0 9.2m/24.5

3.6m/76.2 72.6 57.7 47.3 39.6 32.7 27.8 24.1 11.9m/19.3

10

10

15.2

18.3

4.2m/69.6 57.5 46.7 38.9 32.5 27.6 23.9 18.8 15.4 14.5m/14.7

4.7m/59.3 55.1 44.6 37.3 32.0 27.5 23.8 18.7 15.3 12.9 17.1m/11.8

9

8

21.3

24.4

5.2m/50.0 42.6 35.8 30.9 27.0 23.7 18.6 15.1 12.7 10.9 19.8m/9.6

5.7m/42.9 40.8 34.5 29.8 26.2 23.3 18.5 15.0 12.6 10.8 9.3 8.2 22.4m/8.0

7

6

27.4

30.5

6.3m/37.2 33.3 28.8 25.4 22.6 18.4 14.9 12.5 10.7 9.2 8.1 7.2 25.1m/6.8

6.8m/33.0 32.0 27.8 24.5 21.9 17.9 14.8 12.3 10.5 9.1 7.9 7.0 6.2 27.7m/5.7

5

5

33.5

36.6

7.3m/29.5 26.9 23.8 21.3 17.4 14.7 12.2 10.4 9.0 7.8 6.9 6.1 5.5 4.9 30.3m/4.9

7.9m/26.4 26.0 23.1 20.6 16.9 14.2 12.1 10.3 8.8 7.7 6.8 6.0 5.4 4.8 4.3 33.0m/4.1

4

4

Note: Ratings according to EN13000. Ratings shown in are determined by the strength of the boom or other structural components. Lifting capacities may vary depending on hook used or with/without auxiliary sheave. Please refer rated chart in operator’s cabin.

**

39.6

8.4m/24.0 22.4 20.0 16.5 13.9 11.9 10.2 8.7 7.6 6.6 5.9 5.2 4.7 4.2 3.8 35.0m/3.5

3

42.7

45.7

21.7 19.4 16.0 13.5 11.5 10.0 8.6 7.5 6.5 5.7 5.1 4.5 4.0 3.6 3.3 2.9 38.3m/2.9

9.4m/20.1 19.0 15.6 13.2 11.3 9.8 8.5 7.4 6.4 5.6 5.0 4.4 3.9 3.5 3.2 2.8 2.6 40.9m/2.4

3

3

48.8

51.8

18.4 15.1 12.8 10.9 9.4 8.3 7.2 6.3 5.5 4.9 4.3 3.8 3.4 3.0 2.7 2.4 2.1 43.5m/2.0

10.5m/17.1 14.8 12.5 10.7 9.3 8.1 7.1 6.2 5.4 4.8 4.2 3.7 3.3 2.9 2.6 2.3 2.0 1.8 1.6

3

3

54.9

11.0m/15.7 14.4 12.1 10.4 9.0 7.8 6.9 6.1 5.3 4.7 4.1 3.6 3.2 2.8 2.5 2.2 1.9 1.7 1.5 1.3 48.7m/1.2 2

Boom Length (m)

Working radius (m)

3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 Reeves

21

Fixed Jib Lifting Capacities (Jib Offset Angle : 10°) Boom length (m)

9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

6.1 7.0 7.0 7.0 7.0 7.0 7.0 6.8 6.1 5.4 4.7 4.2 3.8 3.4

1

Boom length (m)

10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

6.1 7.0 7.0 7.0 7.0 7.0 6.6 5.8 5.0 4.4 3.9 3.4 3.0 2.6 2.3 2.0 1.7

1

1

4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.1 3.7 3.3 3.0 2.8 2.5 2.3 2.1 1

39.6 12.2

7.0 7.0 7.0 6.7 6.0 5.3 4.6 4.1 3.6 3.2 2.9 2.5 2.2 1.9 1.7 1.4 1

6.1 7.0 7.0 7.0 7.0 7.0 7.0 6.8 6.0 5.2 4.6 4.1 3.6 3.2 2.9 2.6

7.0 7.0 7.0 7.0 6.9 6.2 5.5 4.8 4.3 3.8 3.4 3.1 2.8 2.5 2.3 2.0

Unit: metric ton

18.3

1

1

4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.4 3.9 3.5 3.2 2.9 2.6 2.4 2.1 1.9 1

18.3

6.1

42.7 12.2

18.3

4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.2 3.7 3.3 3.0 2.7 2.4 2.1 1.8 1.6 1

7.0 7.0 7.0 7.0 6.6 5.7 4.9 4.3 3.8 3.3 2.9 2.5 2.2 1.8 1.6 1.3 1.1 1

7.0 7.0 7.0 6.7 6.0 5.2 4.5 4.0 3.5 3.1 2.8 2.4 2.1 1.8 1.6 1.3 1

4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.1 3.6 3.2 2.9 2.6 2.2 2.0 1.7 1.5 1

6.1 7.0 7.0 7.0 7.0 7.0 6.7 5.9 5.1 4.5 4.0 3.5 3.1 2.8 2.5 2.2

36.6 12.2

1

7.0 7.0 7.0 7.0 6.9 6.2 5.4 4.8 4.2 3.7 3.3 3.0 2.7 2.4 2.1 1.9 1.6 1

6.1

45.7 12.2

7.0 7.0 7.0 7.0 6.5 5.6 4.8 4.2 3.6 3.2 2.7 2.3 2.0 1.6 1.4 1.1 1

7.0 7.0 7.0 6.6 5.8 5.1 4.4 3.9 3.4 3.0 2.6 2.2 1.9 1.6 1.4 1.1 1

Boom length (m)

18.3

4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.3 3.9 3.5 3.1 2.8 2.5 2.3 2.0 1.8 1

Jib length (m)

9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

Boom length (m) Jib length (m)

10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

Working radius (m)

Working radius (m)

Jib length (m)

7.0 7.0 7.0 7.0 7.0 6.4 5.6 5.0 4.4 4.0 3.6 3.2 2.9 2.6

18.3

33.5 12.2

Working radius (m)

Working radius (m)

Jib length (m)

30.5 12.2

Counterweight: 27.2 t Carbody Weight: 6.5 t


*+

22

LIFTING CAPACITIES Fixed Jib Lifting Capacities (Jib Offset Angle : 30°) Boom length (m)

12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

6.1 7.0 7.0 7.0 7.0 6.9 6.2 5.5 4.8 4.3 3.8

1

Boom length (m)

12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

6.1 7.0 7.0 7.0 7.0 6.6 5.9 5.2 4.5 4.0 3.5 3.1 2.7 2.3 2.0

1

6.1 7.0 7.0 7.0 7.0 6.8 6.1 5.4 4.7 4.2 3.7 3.3

5.0 5.0 5.0 5.0 5.0 5.0 4.5 4.0 3.6 3.2 2.9 2.6

Unit: metric ton

18.3

1

1

1

1

3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.0 2.9 2.8 2.7 2.5 2.3 2.1 1

39.6 12.2

18.3

6.1

42.7 12.2

18.3

5.0 5.0 5.0 5.0 5.0 4.9 4.3 3.8 3.4 3.0 2.7 2.4 2.1 1.8 1.5 1

3.2 3.2 3.2 3.2 3.2 3.2 3.1 3.0 2.8 2.7 2.6 2.5 2.4

3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.1 2.9 2.6 2.3 2.1 1.8 1

7.0 7.0 7.0 6.6 5.9 5.1 4.4 3.9 3.4 3.0 2.6 2.2 1.9 1.6

1

5.0 5.0 5.0 5.0 4.8 4.3 3.8 3.3 3.0 2.6 2.3 2.0 1.7 1.4 1

3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 2.8 2.5 2.3 2.0 1.7 1


*,

6.1 7.0 7.0 7.0 7.0 6.8 6.1 5.3 4.6 4.1 3.6 3.2 2.9

36.6 12.2

5.0 5.0 5.0 5.0 5.0 5.0 4.4 3.9 3.5 3.1 2.8 2.5 2.2

1

1

6.1

45.7 12.2

7.0 7.0 7.0 6.6 5.8 5.0 4.3 3.8 3.3 2.9 2.4 2.1 1.7 1.4 1.2 1

5.0 5.0 5.0 5.0 4.7 4.2 3.7 3.2 2.9 2.5 2.1 1.8 1.5 1.3 1

Boom length (m)

18.3

3.2 3.2 3.2 3.2 3.2 3.2 3.1 3.0 2.9 2.7 2.5 2.2 2.0 1

Jib length (m)

12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

Boom length (m) Jib length (m)

12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

Working radius (m)

Working radius (m)

Jib length (m)

5.0 5.0 5.0 5.0 5.0 4.9 4.6 4.1 3.7 3.3 3.0

18.3

33.5 12.2

Working radius (m)

Working radius (m)

Jib length (m)

30.5 12.2

Counterweight: 27.2 t Carbody Weight: 6.5 t

23

SUPPLEMENTAL DATA FOR CLAMSHELL RATING CHART · Operating radius is the horizontal distance from centerline of rotation to a vertical line through the center of gravity of the load. · Deduct weight of bucket, slings and all other load handling accessories from main boom ratings shown. · Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions, out-of-level, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. The operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. · Rated loads do not exceed 66% of minimum tipping loads. · Ratings are for operation on a firm and level surface, up to 1% gradient. · At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved. · Boom inserts and guy lines must be arranged as shown in the "operator's manual". · Boom hoist reeving is 12 part line. · Gantry must be in raised position for all conditions. · Boom backstops are required for all boom lengths. · The boom should be erected over the front of the crawlers, not

(Clamshell bucket lifting) · The total load that can be lifted is the value for weight of bucket, slings, and all other load handling accessories deducted from main boom ratings shown. · The weight of bucket and materials must not exceed rated load. · Optimum bucket should be required according to material. Bucket capacity (m3) x specified gravity of material (ton/m3) + bucket weight (ton) = rated load. · Bucket weight must also be decreased according to operating cycle and bucket lowering height. · Rated loads are determined by stability and boom strength. During simultaneous operations of boom and swing, rapid acceleration or deceleration must be avoided. · Do not attempt to cast the bucket while swinging or diagonal draw-cutting.

Main hoist loads No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

1 69 7.0

Assembling the counterweight 22.8 ton counterweight without carbody weight

laterally. No.3 No.2 No.1

· Crawler frames must be fully extended for all crane operations.

Counterweights

Carbody weights

Assembling the counterweight (Equipped with self removal device) 17.7 ton counterweight without carbody weight No.2


Carbody weights



*-

24

LIFTING CAPACITIES Counterweight: 22.8 t Without Carbody Weight Crawler Fully Extended Unit: metric ton

Clamshell Rating Charts Crane Boom Capacities Load radius (m)

Boom length (m)

5.0 5.5 6.0 7.0 8.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

9.1 7.0 7.0 7.0 7.0 7.0 7.0

1

12.2

7.0 7.0 7.0 7.0 7.0

1

Note: Please refer rated chart in operator’s cabin.

*.

15.2

7.0 7.0 7.0 7.0 7.0 7.0

1

18.3

7.0 7.0 7.0 7.0 7.0 7.0

1

21.3

7.0 7.0 7.0 7.0 7.0 7.0

1

Boom length (m)

Load radius (m)

5.0 5.5 6.0 7.0 8.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 Reeves

25

SUPPLEMENTAL DATA FOR REDUCED WEIGHTS RATING CHART · Ratings according to EN13000.

(Crane boom lifting)

· Operating radius is the horizontal distance from centerline of

· The total load that can be lifted is the value for weight of hook

rotation to a vertical line through the center of gravity of the load. · Deduct weight of hook block(s), slings and all other load handling accessories from main boom ratings shown. · Ratings shown are based on freely suspended loads and make no allowance for such factors as wind effect on lifted load, ground conditions, out-of-level, operating speeds or any other condition that could be detrimental to the safe operation of this equipment. The operator, therefore, has the responsibility to judge the existing conditions and reduce lifted loads and operating speeds accordingly. · Ratings are for operation on a firm and level surface, up to 1%

block, slings, and all other load handling accessories deducted from main boom ratings shown. Main hoist loads No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

1 78 8.0

2 157 16.0

3 235 24.0

4 314 32.0

5 392 40.0

No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

6 471 48.0

7 549 56.0

8 628 64.0

9 706 72.0

10 785 80.0

Auxiliary hoist loads No. of Parts of Line Maximum Loads (kN) Maximum Loads (t)

gradient. · At radii and boom lengths where no ratings are shown on chart, operation is not intended nor approved.

Hook Block Weight (t)

80 t 0.8

1 69 7.0 Weight of hook block 50 t 32 t 19 t 0.7 0.5 0.4

7.0 t Ball Hook 0.16

· Boom inserts and guy lines must be arranged as shown in the "operator's manual".


· Boom hoist reeving is 12 part line. · Gantry must be in raised position for all conditions. · Boom backstops are required for all boom lengths. · The boom should be erected over the front of the crawlers, not

Assembling the counterweight 22.8 ton counterweight without carbody weight

laterally. · Ratings inside of boxes

No.3 No.2 No.1

are limited by strength of

materials.

Counterweights

· The minimum rated load is 1.1(ton). · Crawler frames must be fully extended for all crane operations.

Carbody weights

Assembling the counterweight (Equipped with self removal device) 17.7 ton counterweight without carbody weight No.2


Carbody weights


*/

26

LIFTING CAPACITIES Reduced Weights Rating Charts Crane Boom Lifting Capacities Boom length Load (m) radius (m)

3.0 3.5 4.0 4.5 5.0 5.5 6.0 7.0 8.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 Reeves Boom length Load (m) radius (m)

9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 Reeves

9.1 3.0m/73.8 68.7 64.4 55.4 45.9 39.2 34.1 27.0 22.3 19.0 9.2m/18.5

12.2 3.6m/66.9 63.1 55.4 45.8 39.1 34.0 26.9 22.2 18.9 16.3 11.9m/12.9

15.2

4.2m/58.4 53.3 45.8 39.0 33.9 26.8 22.1 18.7 16.2 12.7 10.3 14.5m/9.9

18.3

4.7m/47.4 44.0 39.0 33.9 26.8 22.1 18.7 16.2 12.6 10.3 8.6 17.1m/7.9

10

9

8

6

42.7m

45.7m

48.8m

51.8m

9.0m/16.5 14.7 11.8 9.4 7.7 6.5 5.5 4.7 4.1 3.5 3.1 2.6 2.3 2.0 1.7 1.4 38.3m/1.3

9.4m/15.0 14.2 11.5 9.4 7.7 6.4 5.4 4.7 4.0 3.5 3.0 2.6 2.2 1.9 1.6 1.3 1.1

10.0m/13.7 11.1 9.2 7.6 6.3 5.3 4.5 3.9 3.3 2.9 2.4 2.1 1.7 1.4 1.2

10.5m/12.6 10.8 8.9 7.5 6.2 5.2 4.4 3.8 3.2 2.7 2.3 1.9 1.6 1.3 1.1

3

2

2

2

21.3

5.2m/38.9 37.2 33.7 26.7 22.0 18.6 16.1 12.5 10.2 8.5 7.2 19.8m/6.3

5

24.4

5.7m/33.4 32.2 26.6 21.9 18.5 16.0 12.4 10.1 8.4 7.1 6.2 5.4 22.4m/5.3

5

Counterweight: 22.8 t Without Carbody Weight Crawler Fully Extended Unit: metric ton

27.4

6.3m/29.2 26.0 21.8 18.4 15.9 12.3 10.0 8.3 7.0 6.0 5.3 4.6 25.1m/4.3

6.8m/25.7 24.9 21.6 18.3 15.8 12.2 9.8 8.1 6.9 5.9 5.1 4.5 4.0 27.7m/3.5

4

4


*0

30.5

33.5

36.6

7.3m/22.7 20.8 18.3 15.7 12.2 9.8 8.1 6.8 5.9 5.1 4.4 3.9 3.5 3.1 30.3m/3.0

7.9m/20.3 20.1 17.7 15.6 12.0 9.7 8.0 6.7 5.7 4.9 4.3 3.8 3.3 2.9 2.6 33.0m/2.3

3

3

39.6

8.4m/18.4 17.1 15.2 12.0 9.6 7.9 6.6 5.6 4.8 4.2 3.7 3.2 2.8 2.4 2.1 35.0m/1.9 3

Boom length (m) Load radius (m)

3.0 3.5 4.0 4.5 5.0 5.5 6.0 7.0 8.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 Reeves Boom length (m) Load radius (m)

9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 Reeves

27

TRANSPORTATION PLAN

Name

Weight (kg)

Dimension

Base Machine

11,470

· Boom base

· Wire rope

3,330

· Crawler

3,300

· Gantry

39,850

(Front / boom hoist) 3,500

Base Machine

8,210

· Gantry

(Front / rear / boom hoist)

3,300

· Wire rope

3,250

· Crawler

37,880

3,500

11,470

2,990

2,940

2,910

Base Machine · Boom base · Gantry · Wire rope (Front / rear / boom hoist) · Without crawler

2,990

3,500

7,700

3,500

2,940

2,990

2,870

Base Machine · Gantry · Wire rope (Front / rear / boom hoist) · Without crawler

25,490

23,520 2,890

Crawler 800 980

6,280

7,180

1,040

*1

30

PARTS AND ATTACHMENTS Backstop Weight: 245 kg

Base Machine Boom base, Gantry, Crawler, Wire rope (Front/boom hoist) Weight: 39,850 kg Width: 3,500 mm

4,650

11,470

620

3,300

Jib Tip Weight: 145 kg

3,330

670

3,400

620

Jib Base Weight: 125 kg

3,500 3,180

670

6.1 m Jib Insert Weight: 140 kg 620

Crawler Weight: 7,180 kg 800

6,280

670

980

6,160

1,040

500

Jib Strut Weight: 190 kg

840

3,620

650

640

930 1,050 640

640

1,370

Carbody Weight Weight: 3,270 kg / 1 piece

1,630

Counterweight No.4 (R) Weight: 2,740 kg

910

Counterweight No.4 (L) Weight: 1,660 kg

850

3,500

3,500

3,500

1,000

930

Counterweight No.3 Weight: 6,410 kg

930



+*

610

1,640

31

Auxiliary Sheave Weight: 150 kg

470

1,510

1,510

Boom Tip Weight: 1,110 kg

1,510

1,090

4,550

1,870

Boom Base Weight: 1,130 kg

5,350

1,120 1,490 Upper Spreader Weight: 280 kg

1,510

680

3.0 m Boom Insert Weight: 311 kg

3,160

1,490

300

1,580


6,210

610

1,510

Lower Spreader Weight: 215 kg

1,490 870

280

Ball Hook Weight: 160 kg

390

300

1,490

330

590

1,510


32 t Hook Weight: 500 kg

590

1,270 940

820

6,210

19 t Hook Weight: 400 kg

1,530 1,090

1,640

6.1 m Boom Insert With Lug Weight: 545 kg

1,490 80 t Hook Weight: 800 kg

50 t Hook Weight: 650 kg 9.1 m Boom Insert With Lug Weight: 765 kg

9,260

1,470 1,020

1,640

440

590

530

600

1,710 1,150

9,260

1,490

++

32

Note: This catalog may contain photographs of machines with specifications, attachments and optional equipment not certified for operation in your country. Please consult KOBELCO for those items you may require. Due to our policy of continual product improvements all designs and specifications are subject to change without advance notice. Copyright by KOBELCO CRANES CO., LTD. No part of this catalog may be reproduced in any manner without notice.

Inquiries To : 17-1, Higashigotanda 2-chome, Shinagawa-ku,Tokyo 141-8626 JAPAN Tel: +81-3-5789-2130 Fax: +81-3-5789-3372

URL: http://www.kobelco-cranes.com/

KOBELCO is the corporate mark used by Kobe Steel on a variety of products and in the names of a number of Kobe Steel Group companies.

Bulletin No. CKE800G-SPEC-EU2

120301F Printed in Japan

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan

Page 1 of 13

Date: 03 August 2016

PROJECT TITLE/ WO No:

Bedok Canal Improvement C1 Project

CLIENT:

PUB

LIFT PLAN TITLE:

ERSS Lifting Plan (7ton Vibro), Bedok Canal C1

LIFT CLASSIFICATION Please tick  the appropriate box Standard Lift

Non Standard Lift

Critical Lift

< 39M

Circle radius = Working Boom Length + Load Protrusion NAME

PREPARED BY Yeu Wee Chek (Planning Engineer)

REVIEWED BY Islam Mohammed Amirul (Lifting Supervisor)

APPROVED BY Lim Seong San (Project Manager)

3 August 2016

3 August 2016

3 August 2016

SIGNATURE

DATE

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


Lifting Zone

Lifting Zone

Crane Access

Page 2 of 13

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


Page 3 of 13

Table of Contents 1.

Introduction ........................................................................................................................................................... 4

2.

Procedure ............................................................................................................................................................... 4

3.

Load Details (Calculation and Working Range) ........................................................................................... 6

4.

Rigging Method .................................................................................................................................................... 9

5.

Plot Plan ............................................................................................................................................................... 12

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


Page 4 of 13

1. Introduction  This document proposes the methods to be used for the Lifting Sheet pile  This lifting plan covers only the lifting operations 1.1. Equipment KOLBECO CKE800G (80T) 1.2. Load Details 1.2.1. Sheet pile <1600 kg 1.2.2. Vibro Hammer < 8000kg 1.2.3. Lifting Hook 600kg+ Sheet pile 1600kg – Estimated Heaviest Load = 2200kg 2. Procedure Mobilization and Demobilization 1) Check and plan the travel routes prior mobilization of equipment to job site 2) Ensure travel routes and accesses to the job site are in good condition 3) Equipment to enter and occupy ERSS location to crane set up location 4) Banks-man to assist driver / crane operator in guiding for blind spots when safe moving of equipment 5) To set up the crane and position at ERSS location (as per plot plan) Preparation for lifting operation 1) Lifting supervisor to brief riggers, signalman and crane operators of the cranes lifting procedures for the Lifting Sheet pile, ERSS location shall coordinate with the site supervisor throughout the entire lifting operations 2) Barricades and displays warning signage within the crane working area 3) Riggers to check all lifting gears are in good condition and the correct sizes are used. Valid inspection for LM, LG, LA shall be in order 4) Crane operator to check the body, structures and devices of the crane component for any defects or malfunctions 5) Crane operator to ascertain the ground condition, weight of the load and lifting radius, and must also comply strictly in accordance with Lifting Checklist when setting up the crane 6) Signalman to check and ensue all cranes’ working area or load destination is free from obstacles or obstructions for safe moving before any lifting is to be carried out 7) Signalman and crane operator must have the common understanding in accordance with the standard signaling when lifting is carrying out. Radio communication or hand signal shall be used for the lifting operation 8) Lifting supervisor is responsible to ensure crane operator, riggers and signalman fully complied with all the crane lifting procedures throughout the entire lifting operations 9) Lifting gears to be used as follows;

JOB No.

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10-0115P025-LP-008

Lifting Plan


Page 5 of 13

a. 1nos x 8m Lifting Chain b. 1no x 12ton shackle c. 1no x 2m xx20mm Wire roap both end eye

Lifting procedure 1) To set up 80 tons crane and position at ERSS location (as per plot plan) 2) Attached all lifting gears crane hook block, swing and lower down the crane boom until crane hook block top of the location and stop. 3) Rigs and secured lifting gears onto the load. 4) Used 2 tag line to control and minimize load movement 5) Lifting supervisor and crane operator shall counter check on the crane stability when the crane has totally taken off the load 6) When load is clear from any obstruction crane boom slowly hoist up and swing from initial position west to north by anti-clockwise direction as attached plot plan 7) Slowly lower the load onto the ground 8) Remove lifting gears 9) Demobilize the crane and perform proper housekeeping

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


3. Load Details (Calculation and Working Range) Load Data Calculations Heaviest Load         

Lifting Material Adding 10% of the load Hook block weight Total Load Boom Length Working Radius Safe Working Load Safety Factor Crane capacity use

: 1600 kg (Heaviest) : 1760 kg : 600 kg (inclusive of lifting gears) + 8000kg (Vibro Hammer) : 10,360 kg : 33.5 M :8M : 26,400 kg : 26,400 kg / 10,360 kg = 2.55 : 10,360 kg / 26,400 kg % = 39.24%

Page 6 of 13

JOB No.

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10-0115P025-LP-008

Lifting Plan


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JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


Page 8 of 13

JOB No.

DOC No.

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10-0115P025-LP-008

Lifting Plan


Page 9 of 13

4. Rigging Method

10T webbing sling w/ protected eye

Vi 10T webbing sling w/ protected eye

12T shackle pin

V

< 39M

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


Page 10 of 13

JOB No.

DOC No.

REV.0

10-0115P025-LP-008

Lifting Plan


Page 11 of 13

JOB No.

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Lifting Plan


Page 12 of 13

5. Plot Plan

360°swing radius with 21m working radius

C B A A → Pick up point Radius= 21m B → Drop off point Radius= 21m C → Swing Radius jhnte’hRadius= 21m (max) Boom Length= 39m

B

C A

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Page 1 of 10

Date: 22 Aug 2016

PROJECT TITLE/ WO No:

Bedok Canal Improvement C1 Project

CLIENT:

PUB

LIFT PLAN TITLE:

Lifting Sheet Pile by Vibro Mounted Excavator, Bedok Canal C1

LIFT CLASSIFICATION Please tick √ the appropriate box Standard Lift

Non Standard Lift

Critical Lift Lifting in this area is “Near”

Centre of Rotation

Circle radius = Working Boom Length + Load Protrusion NAME

PREPARED BY Yeu Wee Chek (Planning Engineer)

REVIEWED BY Islam Mohammed Amirul (Lifting Supervisor)

APPROVED BY Lim Seong San (Project Manager)

22 Aug 2016

22 Aug 2016

22 Aug 2016

SIGNATURE

DATE

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Lifting Zone

Lifting Zone

Page 2 of 10

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Page 3 of 10

Table of Contents 1.

Introduction ................................................................................................................................. 4

2.

Procedure ..................................................................................................................................... 4

3.

Load Details(Calculation and working range) .................................................................... 6

4.

Rigging Plan ................................................................................................................................ 8

5.

Plot Plan ....................................................................................................................................... 9

6.

Ground Bearing….…………………………….…………………………………………………………..……………………..11

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Page 4 of 10

1. Introduction • This document proposes the methods to be used for the Lifting “H-beam for fitting” • This lifting plan covers only the lifting operations 1.1. Equipment KOLBECO SK480LC-8 1.2. Load Details 1.2.1. 14m sheet pile 1600kg - Estimated Heaviest Load 2. Procedure Mobilization and Demobilization 1) Check and plan the travel routes prior mobilization of equipment to job site. 2) Ensure travel routes and accesses to the job site are in good condition 3) Equipment to enter and occupy proposed sheetpile location. 4) Banks-man to assist driver / vibro-mounted excavator operator in guiding for blind spots when safe moving of equipment 5) Position at proposed sheetpile location (as per plot plan) Preparation for lifting operation 1) Lifting supervisor to brief riggers, signalman and vibro-mounted excavator operators of the vibro-mounted excavators lifting procedures for the Lifting sheet pile at proposed location, lifting supervisor shall coordinate with the site supervisor throughout the entire lifting operations 2) Barricades and displays warning signage within the vibro-mounted excavator working area. 3) Riggers to check all lifting gears are in good condition and the correct sizes are used. Valid inspection for LM, LG, LA shall be in order 4) vibro-mounted excavator operator to check the body, structures and devices of the vibromounted excavator component for any defects or malfunctions 5) vibro-mounted excavator operator to ascertain the ground condition, weight of the load and lifting radius, and must also comply strictly in accordance with Lifting Checklist when setting up the crane 6) Signalman to check and ensue all vibro-mounted excavators’ working area or load destination is free from obstacles or obstructions for safe moving before any lifting is to be carried out 7) Signalman and vibro-mounted excavator operator must have the common understanding in accordance with the standard signaling when lifting is carrying out. Radio communication or hand signal shall be used for the lifting operation 8) Lifting supervisor is responsible to ensure vibro-mounted excavator operator, riggers and signalman fully complied with all the vibro-mounted excavator lifting procedures throughout the entire lifting operations

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Page 5 of 10

9) Lifting gears to be used as follows; a. 8nos x 12ton x Bon Screw Pin Shackle b. 12nos x 10ton x Polyester Webbing Sling w/ Protected Eyes Lifting procedure 1) To set up vibro-mounted excavator and position at proposed sheetpile location. (as per plot plan) 2) Attached all lifting gears vibro-mounted excavator hook, swing and lower down the vibromounted excavator boom until vibro-mounted excavator hook top of the location and stop. 3) Rigs and secured lifting gears onto the load. 4) Additional safe line and shackle will be hooked to I-beam pinhole as the additional safety measure to prevent object fall on site workers. 5) Used 1 tag line to control and minimize load movement 6) Lifting supervisor and vibro-mounted excavator operator shall counter check on the vibromounted excavator stability when the vibro-mounted excavator has totally taken off the load 7) When load is clear from any obstruction vibro-mounted excavator boom slowly hoist up and swing from initial position west to north by anti-clockwise direction as attached plot plan. 8) Slowly lower the load onto driven sheetpile. 9) Remove lifting gears 10) Respected do the above the Demobilize the crane and perform proper housekeeping

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan 3. Load Details (Calculation and Working Range) Load Data Calculations Est. Heaviest Load Lifting Material Adding 10% of the load Lifting Gear Weight Total Load Boom Length Working Radius Safe Working Load Safety Factor Crane capacity use

: 1600 kg (Est. Heaviest Load) : 1760 kg : 200 kg : 1960 kg ~2000kg : 18.58 M (Maximum) : 5.0 M : 6000 kg : 6000 kg / 2000 kg = 3.0 : 2000 kg / 6000 kg % = 33.3%

Date: 22 Aug 2016

Page 6 of 10

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Page 7 of 10

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Page 8 of 10

4. Rigging Method

Double Wrap of 10T Webbing Sling

JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

Date: 22 Aug 2016

Page 9 of 10

12T shackle


JOB No.

DOC No.

REV.1

10-0115P025-LP-024

Lifting Plan

5.

Date: 22 Aug 2016

Page 10 of 10

Plot Plan


B

Lifting Zone C A

(A)→ Pick up point Radius= 5m (B)→ Drop oﬀ point Radius= 5m (C)→ Swing Radius Radius= 5m (max) Boom Length= 18.58m

Lifting Zone A C

B

HYDRAULIC E

VIBRATORY

PIIB

DRIVBR m.m,

D I MENS IONS MODEL

PCF250 PCF3OO PCF35O PCF450

-.

ITEM

*U

f;U

2350

2600

*U +

f;U

50

-.

+

A

1

800

21

B

1

250

1

400

1

570

650

1

c

850

1

050

1

100

120

D

950

1

100

1

300

140

E

215

215

215

215

F

600

710

730

910

G

250

280

300

350

H

350

430

450

500

I

50

50

50

50

J

1420

1

790

1

2050

860

SPECIFICAT IONS PCF 250

PCF 300

PCF 350

PCF 450

fi|J

*|J

f;U

fiU

3000

3200

3500

3500

500

2200

2800

3500

kg /cm'

280

320

325

350

TONS

20.5

35,6

45

60

m

9

13

16

18

TONS

1B-25

30-40

40-50

40-65

4

FREOUENCY kg

WEIGHT

OPFRATING PRESSURE VIBRATORY FORCE

MAX PILE

LENGTH

SUITABLE CARRIER

1

+

+

+

SK460-8

ACERA GEOSPEC SK460-8/SK480LC-8

SK480LC-8

STANDARD EQUIPMENT ENGINE ■ Engine, HINO P11C, Diesel engine with turbocharger and intercooler ■ Automatic engine deceleration ■ Auto Idle Stop (AIS) ■ Batteries (2 x 12V - 60Ah) ■ Starting motor (24V - 6 kW), 60 amp alternator ■ Removable clean-out screen for radiator ■ Automatic engine shut-down for low engine oil pressure ■ Engine oil pan drain cock ■ Double element air cleaner CONTROL ■ Working mode selector (H-mode and S-mode) ■ Power Boost SWING SYSTEM & TRAVEL SYSTEM ■ Swing rebound prevention system ■ Straight propel system ■ Two-speed travel with automatic shift down ■ Sealed & lubricated track links ■ Grease-type track adjusters ■ Automatic swing brake HYDRAULIC ■ Arm regeneration system ■ Auto warm up system ■ Aluminum hydraulic oil cooler MIRRORS & LIGHTS ■ Two rearview mirrors ■ Three front working lights ■ Swing flashers

CAB & CONTROL ■ Two control levers, pilot-operated ■ Tow eyes ■ Horn, electric ■ Integrated left-right slide-type control box ■ Ashtray ■ Cigarette lighter ■ Cab light (interior) ■ Coat hook ■ Luggage tray ■ Large cup holder ■ Detachable two-piece floor mat ■ 7-way adjustable suspension seat ■ Retractable seatbelt ■ Headrest ■ Handrails ■ Heater and defroster ■ Intermittent windshield wiper with double-spray washer ■ Skylight ■ Tinted safety glass ■ Pull-type front window and removable lower front window ■ Easy-to-read multi-display monitor ■ Automatic air conditioner ■ Emergency escape hammer ■ Suspension seat

OPTIONAL EQUIPMENT ■ Wide range of buckets ■ Various optional arms ■ Wide range of shoes ■ Front-guard protective structures (May interfere with bucket action)

■ Additional track guide ■ Additional hydraulic circuit ■ Rain visor ■ Multi-control valve

Hydraulic Excavators

■ Bucket Capacity:

1.35 – 3.4 m3 ISO heaped ■ Engine Power:

257kW {350 PS}/1,850 min-1{rpm} (ISO14396)

■ Operating Weight (800 mm shoe):

■ Heavy-Duty Application for Quarry • Full

undercover to reinforce main carriage A 6 mm steel undercover covers the entire bottom surface of the upper frame, protecting the engine, pumps and other components from rock fragments, boulders, iron bar, and other debris.

• Lower

undercover A 9 mm steel cover protects the lower frame from rocks, steel bar, and other materials that could damage hydraulic piping and other components.

• Heavy-duty

track shoes for rock crushing Heavy-duty track shoes are thicker and the lugs are higher to provide even more protection against breakage and loss.

• More

track guides Four durable track guides are fitted on each side to prevent wheel dislocation and protect the rollers. Attached with bolts, they are easy to install and remove.

Note: Standard and optional equipment may vary. Consult your KOBELCO dealer for specifics.

Note: This catalog may contain attachments and optional equipment that are not available in your area. And it may contain photographs of machines with specifications that differ from those of machines sold in your areas. Please consult your nearest KOBELCO distributor for those items you require. Due to our policy of continuous product improvements all designs and specifications are subject to change without advance notice. Copyright by No part of this catalog may be reproduced in any manner without notice. Inquiries To: 17-1, Higashigotanda 2-chome, Shinagawa-ku, Tokyo 141-8626 JAPAN Tel: +81 (0) 3-5789-2146 Fax: +81 (0) 3-5789-2135 www.kobelco-kenki.co.jp/english_index.html

Bulletin No. ACERA GEOSPEC SUPER SK460/SK480LC-SEASIA-HS-201 2012021000 Printed in Japan

47,800 kg – SK460 48,800 kg – SK480LC

Announcing ACERA GEOSPEC and the Concept of Beautiful Performance.

The Power Wave of Change

When we set out to design our new hydraulic excavators, we kept our eyes on the big picture. Of course we wanted machines with greater digging capacity. But they also had to be fuel-efficient and economical, while imposing less of a burden on the local and global environments. Applying our advanced technologies, we developed KOBELCO’s new ACERA GEOSPEC series, an entirely new kind of excavator that beautifully balances all the demands of today’s construction industry. Lean and efficient with capacity to spare, these sleek powerhouses bring a whole new style to the worksite while setting new standards for environmental responsibility.

Pursuing the “Three E’s”

The Perfection of Next-Generation, Network Performance Enhancement

Greater Performance Capacity

New hydraulic circuitry minimizes pressure loss High-efficiency, electronically controlled Common Rail Fuel Injection Engine Powerful travel and arm/bucket digging force

Economy

Improved Cost Efficiency

Advanced power plant that reduces fuel consumption Easy maintenance that reduces upkeep costs High structural durability and reliability that retain machine value longer

Environment

Features That Go Easy on the Earth

Auto Idle Stop as standard equipment Noise reduction measures (with improvement of the sound quality) minimize noise and vibration

ACERA GEOSPEC The “GEO” in GEOSPEC expresses our deep respect for our planet, and for the solid ground where excavators are in their element. This is accompanied by SPEC, which refers to the performance specifications needed to get the job done efficiently as we carry on the tradition of the urban-friendly ACERA series.

1

Photos in this catalog are the optional specs with 0.93 m3 bucket, 800 mm shoes, arm rock guard, and pre-air cleaner.

2

Performance

The GEOSPEC Difference:

NEXT-3E Technology Next-Generation Electronic Engine Control

Efficient Performance!

The high-pressure, common-rail fuel-injection engine features adjustable control to maximize fuel efficiency and provide powerful medium/low-speed torque. The result is a highly fuel-efficient engine.

Amazing Productivity with a 18 % Increase in Work Volume and “Top-Class” Cost-Performance

H

For heavy duty when a higher H-Mode performance level is required.

Work Volume*

18 %

S

increase in work volume using the same amount of fuel. (H-Mode)

S-Mode

decrease in fuel consumption even when performing more work volume. (S-Mode)

Optional Attachment Mode Selector Switch There’s a choice of three different hydraulic circuits, to accommodate bucket, crusher or breaker, and the desired attachment mode can be selected with a switch, which automatically configures the selector valve. All attachment modes can be used in either S-mode or H-mode.

“Top-Class” Powerful Digging Max. arm crowding force: Max. arm crowding force with power boost: Max. bucket digging force: Max. bucket digging force with power boost:

For normal operations with lower fuel consumption.

Optional N&B (crusher and breaker) The operator selects the desired mode from inside the cab, and the selector valve automatically configures the machine accordingly.

Fuel Consumption*

18 %

Simple Select: Two Digging Modes

203 kN {20.7 tf} 222 kN {22.7 tf} 267 kN {27.2 tf} 292 kN {29.8 tf}

Powerful Travel Travel torque: increased by Drawbar pulling force:

4% 417 kN {42.5 tf}

Seamless, Smooth Combined Operations The GEOSPEC machines have inherited the various systems that make inching and combined operations easy and accurate, with further refinements that make a good thing even better. Leveling and other combined operations can be carried out with graceful ease.

Greater Swing Power, Shorter Cycle Times Swing torque: increased by Swing speed:

8.8 % 7.8 min-1

● Electronic Active Control System ● Arm regeneration system ● Boom lowering system ● Variable swing priority system ● Swing rebound prevention system

Significant Extension of Continuous Working Hours The combination of a large-capacity fuel tank and excellent fuel efficiency delivers an impressive 34 % increase in continuous operation hours.**

Fuel tank:

650L

34 %

Light Lever Operation It takes 10% less effort to move the control levers, so that operators can work longer hours with less fatigue.

10 % Less

NEXT-3E Technology New Hydraulic System Rigorous inspections for pressure loss are performed on all components of the hydraulic piping, from the first spool of the control valve to the connectors. This regimen, combined with the use of a new, high-efficiency pump, cuts energy loss to a minimum.

*The value shows results from actual measurements taken by KOBELCO when compared with previous KOBELCO models. **The value shows results from actual measurements taken by KOBELCO for continuous operation in S Mode, compared with previous models. Results vary depending on the method of operation and load conditions.

3

NEXT-3E Technology Total Tuning Through Advanced ITCS Control The next-generation engine control is governed by a new version of ITCS, which responds quickly to sudden changes in hydraulic load to ensure that the engine runs as efficiently as possible with a minimum of wasted output. ITCS (Intelligent Total Control System) is an advanced, computerized system that provides comprehensive control of all machine functions.

4

Reliability, Durability, Environmental Responsibility


The Value and Quality of Sturdy Construction! Stable Attachment Strength

The GEOSPEC Difference: Designed for the Environment and the Future!

Emergency Acceleration (Dial) Permits Continued Operation in the Unlikely Event of Malfunction

Forged and cast components are used throughout. The standard arm and boom also meet specifications that were classified as “reinforced” on previous KOBELCO models to ensure reliable strength.

If unexpected trouble is experienced with the ITCS mechatronic control system, the machine can still be operated using the emergency acceleration system. Digging modes are also automatically relayed to an emergency system so that digging can continue temporarily until a service person arrives to repair the primary system.

HD boom

Auto Idle Stop Provided as Standard Equipment

Engine throttle Mechatronic controller

Engine

Pre-air Cleaner (optional)

Pump Engine ECU

The optional pre-air cleaner prolongs a replacement cycle of main air cleaner.

Emergency acceleration

Newly designed MCU ● Vertical

HD arm New MCU

Conventional MCU

Countermeasures Against Electrical System Failure All elements of the electrical system, including controller, have been designed for enhanced reliability.

Automatic Acceleration/Deceleration Function Reduces Engine Speed Engine speed is automatically reduced when the control lever is placed in neutral, effectively saving fuel and reducing noise and exhaust emissions. The engine quickly returns to full speed when the lever is moved out of neutral.

Engine Speed

alignment and sealed cover gives better protection from water and dust ● Integration in base plate boosts assembly quality ● Reliable fixture to base plate

This function saves fuel and cuts emissions by shutting down the engine automatically when the machine is on stand by. It also stops the hourmeter, which helps to retain the machine’s asset value.

Lever Off (Neutral)

Lever On Lever Stroke

Low Noise Level and Mild Sound Quality HD bucket (optional)

The electronically controlled common-rail engine has a unique fuel injection system that runs quietly. Also, the hydraulic pumps have been redesigned to produce a more pleasant sound during pressure relief. In short, the GEOSPEC series meets all requirements cited in latest EU stage II.

Meets EMC (Electromagnetic Compatibility) Standards in Europe. Measures have been taken to ensure that the GEOSPEC machines do not cause electro-magnetic interference.

Enhanced Upper Carbody Strength The structure of the lower portion of the upper frame has been reassessed and the undercover area has been minimized for further strength.

5

Durability That Retains Machine Value Five and T Ten Years in the Future ●New operator’s seat covered in durable, material ●High-quality urethane paint ●Easily repaired bolted hand rails

6

Maintenance


“On the Ground” Maintenance! Highly Durable Super-fine Filter Comfortable "On the Ground" Maintenance

Access through the

1

All of the components that require regular maintenance are laid out for easy access, with the control valves located on a single right-hand that opens and closes at a touch. Behind that, in the pump compartment, there is remote access to such components as the engine oil filter and fuel filter (with built-in water separator). On the left side are the intercooler, air cleaner, radiator coolant, etc. Daily maintenance can be carried out easily without the need to climb up onto the machine.

left side cover

The high-capacity hydraulic oil filter incorporates glass fiber with superior cleaning power and durability. With a replacement cycle of 1,000 hours and a construction that allows replacement of the filter element only, it’s both highly effective and highly economical.

The fuel filter with built-in water separator functions in two ways by removing large contaminants and separating out water. ● Super-fine filter

Double-Element Air Cleaner as Standard 3 4 5 6 Engine oil filter

Access through the

The large-capacity element features a double-filter structure that keeps the engine running clean even in dusty environments.

Two large fuel filters (built-in water separator)

Air cleaner (double element)

right side cover

High-Grade Fuel Filter with Superior Filtration Performance

Radiator and oil cooler are aligned side by side, with intercooler positioned in front. This more effective layout gives outstanding cooling results.

The high-performance, large capacity filter is designed specially for the common-rail fuel-injection engine.

2 7

Monitor Display with Essential Information for Accurate Maintenance Checks ●Displays only the maintenance information that’s needed, when it’s needed. ●Self-diagnostic function that provides earlywarning detection and display of electrical system malfunctions. ●Record previous breakdowns, including irregular and transient malfunctions.

8 Intercooler

Air cleaner

Fuel cooler

Quick Oil Drain Valves for Quick Maintenance 1

A quick drain valve, which requires no tools, is provided as standard equipment.

Choice of 16 Languages for Monitor Display With messages including those requiring urgent action displayed in the local language, s in all parts of the world can work with greater peace of mind.

Quick drain valve

2

To facilitate fuel tank cleaning, the fuel drain valve was made larger and fitted with a flange on the bottom. Chinese

German

English

English (US)

French

Indonesian

ISO

Italian

Japanese

Malay

Myanmar(Brumese) Portuguese

Spanish

Tamil

Thai

Fuel drain valve

More Efficient Maintenance Inside the Cab Drain Detachable type

3

● Detachable two-

piece floor mat with handles for easy removal. A floor drain is located under the mat.

7

4

● Easy-access fuse

box. More finely differentiated fuses make it easier to locate malfunctions.

5

6

● Air conditioner filter

● Hour meter can be

can be easily removed without tools for cleaning.

checked while standing on the ground.

7

● Large-capacity tool

box can hold up to three pails.

8

● Special crawler frame

Vietnamese

design is easily cleaned of mud

8

Comfort and Safety


Newly Designed Information Display Prioritizes Visual Recognition

Designed from the Operator’s Point of View

The analog gauge provides information that’s easy to read regardless of the operating environment. The information display screen has been enlarged, and a visor is attached to further enhance visibility.

Wide Field of View Liberates the Operator

The GEOSPEC Difference: Imagining Possible Scenarios and Preparing in Advance Bracket for Attaching a Head Guard Provided as Standard Equipment

The front field of view easily clears ISO standards, while the peripheral view reduces blind spots to a minimum.

A bracket is provided as standard equipment that allows the optional head guard to be simply bolted on.

Safety Features That Take Various Scenarios into Consideration

● Firewall separates the pump

● Hammer for emergency exit

compartment from the engine

●A long wiper covers a wide area for a broad view in bad weather. ●Back mirrors provide a safe view of the rear. ●Reinforced green glass windows meet European standards.

Wide-Access Cab Ensures Smooth Entry and Exit

+35mm

The left control box lifts up with the safety lock lever to add 10° to the cab entry angle for easy entrance and exit.

● Swing

flashers/rear working

lights ● Thermal guard prevents with hot components during engine

inspections ● Hand rails meet European standards ● Retractable seatbelt requires no manual adjustment

10° Photo includes optional pedals for N&B and rotation.

Plenty of Foot Room

Creating a Comfortable Operating Environment

With a total width of 1,005 mm, the cab has 35 mm more frontto-back foot room than previous models. The travel pedal is larger for greater operator comfort.

Reduced Vibration for Fatigue-Free Operation automatic air ● Spacious luggage tray conditioner

● Double slide and suspen- ● Powerful

The rigid cab construction and liquid-filled viscous cab mounts minimize cab vibration. In addition, the use of new lower rollers on the crawlers cuts travel vibration in half compared with previous models.

sion seat

● New interior design and

materials create an elegant feel

In-Cab Noise is Reduced by 4dB Compared with Previous Models. ●Seat can be reclined to horizontal position

9

● One-touch lock release ● Large cup holder

simplifies opening and closing the front window

10

Specifications

SK460-8

Engine

Travel System

SK480LC-8

Working Ranges Unit: m

Travel motors: Travel brakes: Parking brakes:

HINO P11C Direct injection, water-cooled, 4-cycle diesel engine with turbocharger, intercooler

Model Type No. of cylinders: Bore and stroke: Displacement:

6 122 mm X 150 mm 10.520 L 257 kW {350 PS}/1,850 min-1 {rpm} (ISO14396: 2002) 243 kW {333 PS}/1,850 min-1 {rpm} (ISO9249: 2007)* 1,400 N•m/1,400 min-1 {rpm} (ISO14396:2002) 1,359 N•m/1,400 min-1 {rpm} (ISO9249:2007)*

Rated power output: Max. torque:

2 X axial-piston, two-step motors Hydraulic brake per motor Oil disc brake per motor 47 each side (SK460) 50 each side (SK480LC) 5.4/3.4 km/h 417 kN {42.5 tf} (ISO 7464) 70 % {35°} 510 mm

Travel shoes: Travel speed: Drawbar pulling force: Gradeability: Ground clearance:

Arm Range a - Max. digging reach

Cab & Control

Two variable displacement pumps + 1 gear pump 2 X 370 L/min, 1 X 30 L/min

Type: Max. discharge flow: Relief valve setting Boom, arm and bucket: Power Boost: Travel circuit: Swing circuit: Control circuit: Pilot control pump: Main control valves: Oil cooler:

31.4 MPa {320 kgf/cm2} 34.3 MPa {350 kgf/cm2} 34.3 MPa {350 kgf/cm2} 25.0 MPa {255 kgf/cm2} 5.0 MPa {50 kgf/cm2} Gear type 6-spool Air cooled type

Brake: Parking brake: Swing speed: Tail swing radius: Min. front swing radius:

Standard 3.45 m

Long 4.9 m

12.07

13.48

10.63

11.54

11.84

13.28

cdef-

6.48 10.49 6.91 3.11

7.36 11.16 7.72 3.22

7.81 10.93 7.58 2.77

9.26 11.70 8.29 1.32

4.00

6.68

7.12

8.41

4.75

5.27

5.14

5.30

3.59

5.21

6.1

8.28

6.31

7.21

7.67

9.15

3.4

2.1

1.9

1.35

Max. digging depth Max. digging height Max. dumping clearance Min. dumping clearance

j - Digging depth for 2.4 m (8') flat bottom Bucket capacity ISO heaped m3

Digging Force (ISO 6015)

b h

d e

f i

Unit: kN (tf)

Arm length Bucket digging force

ME Short 2.4 m 3.0 m 279 {28.0} 266 {27.1} 305 {31.1}* 291 {29.7}*

Standard 3.45 m 267 {27.2} 292 {29.8}*

Long 4.9 m 263 {26.8} 288 {29.4}*

247 {25.2} 223 {22.8} 270 {27.5}* 244 {24.9}*

203 {20.7} 222 {22.7}*

157 {16.0} 172 {17.6}*

c

j

g

*Power Boost engaged.

13m 12 11 10 9 8 7 6 5 4 3 2 1

12 m 11 10 9 8 7 6 5 4 3 2 1 0 1 2 3 4 5 6 7 8m

Standard Arm

Boom cylinders: Arm cylinder: Bucket cylinder:

Swing System Swing motor:

Short 3.0 m 11.77

Arm crowding force

Boom, Arm & Bucket

ME 2.4 m 10.88

i - Horizontal digging stroke at ground level

Cab All-weather, sound-suppressed steel cab mounted on the silicon-sealed viscous mounts and equipped with a heavy, insulated floor mat. Control Two hand levers and two foot pedals for travel Two hand levers for excavating and swing Electric rotary-type engine throttle

Pump

a

7.0 m

b - Max. digging reach at ground level

g - Max. vertical wall digging depth h - Min. swing radius

*Previous indication

Hydraulic System

6.3 m

Boom

170 mm X 1,590 mm 190 mm X 1,970 mm 160 mm X 1,410 mm

Dimensions

Refilling Capacities & Lubrications

Axial-piston motor Hydraulic; locking automatically when the swing control lever is in the neutral position Hydraulic disc brake 7.8 min-1 {rpm} 3,670 mm 5,140 mm

Fuel tank: Cooling system: Engine oil: Travel reduction gear: Swing reduction gear:

650 L 41 L 50 L 2 X 15 L 2X7L

Hydraulic oil tank:

555 L tank oil level 300 L hydraulic system

Arm length

ME 2.4 m

Short 3.0 m

Standard 3.45 m

Long 4.9 m

A Overall length

11,620

12,080

12,030

12,090

4,260

3,800

3,570

4,410

B

Overall height (to top of boom)

SK460 SK480LC D Overall height (to top of cab) E Ground clearance of rear end* F Ground clearance* C Overall width

3,310 1,340 510

3,550 (with 800 mm shoes) 3,550 (with 800 mm shoes) 3,310 3,310 1,340 1,340 510 510

G Tail swing radius G’

Distance from center of swing to rear end

H Tumbler distance I

Overall length of crawler

SK460 SK480LC SK460 SK480LC

J Track gauge K Shoe width L Overall width of upperstructure

3,310 1,340 510

3,670

3,670

3,670

Unit: mm 3,670

3,670

3,670

3,670

3,670

4,060 4,400 5,110 5,450 2,750

4,060 4,060 4,400 4,400 5,110 5,110 5,450 5,450 2,750 2,750 600/800/900 3,000 3,000

4,060 4,400 5,110 5,450 2,750

3,000

3,000

* Without including height of shoe lug.

A L

G, G’

Attachments B

Backhoe bucket and arm combination

D

Backhoe bucket Normal digging

Wide

E

Mass excavating

Heavy digging

Use

F K

H

J

I Bucket capacity Opening width No. of bucket teeth Bucket weight

11

ISO heaped Struck With side cutter Without side cutter

m3 m3 mm mm kg

1.35 1.0 1,225 1,100 4 1,250 —

2.4 m ME arm * 3.0 m short arm ○ Combinations 3.45 m STD arm ○ 4.9 m long arm ◎ ◎ Recommended ○ Loading only △ Not recommended

1.6 1.15 1,375 1,250 4 1,330 —

1.9 1.4 1,670 1,550 5 1,510 —

○

○

2.1 1.5 1,750 1,630 5 1,560 —

2.4 1.7 1,980 1,860 5 1,690 —

1.9 1.4 1,590 1,510 4 2,150 —

2.1 1.5 1,660 1,580 5 2,270 —

◎

△

○

○

◎

△

—

—

— — — △ △ *ME arm specs should be used for light-digging.

◎

◎

△

3.4 2.5 1,990 1,870 6 2,190 ◎* — — —

C

Operating Weight & Ground Pressure In standard trim, with standard boom, 3.45 m arm, and 1.9 m3 ISO heaped bucket Shaped Shoe width

mm

Overall width

mm

Ground pressure

kPa (kgf/cm2)

Operating weight

kg

SK460 SK480LC SK460 SK480LC SK460 SK480LC

600 3,350 3,350 86 {0.87} 81 {0.83} 46,400 47,300

Triple gro shoes (even height) 800 3,550 3,550 66 {0.67} 63 {0.64} 47,800 48,800

900 3,650 3,650 59 {0.61} 56 {0.58} 48,300 49,400

12

Lifting Capacities

SK460-8

A - Reach from swing centerline to bucket hook B - Bucket hook height above/below ground C - Lifting capacities in kilograms •฀฀฀ Max. discharge pressure: 34.3 MPa (350 kgf/cm2)

Rating over front

Rating over side or 360 degrees

SK460

Standard Arm: 3.45 m Bucket: 1.9 m ISO heaped 1,510 kg Shoe: 600 mm 1.5 m 3.0 m 4.5 m 6.0 m 3

A

7.5 m

9.0 m

10.5 m

At Max. Reach Radius

B 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m -6.0 m

kg kg kg kg kg kg kg kg kg kg

SK460

*7,930 *7,930 *9,740 *9,740 *13,390 *13,390 *15,010 *15,010 *19,640 *19,640 *26,610 *26,610

*8,750 *17,500 *17,500 *12,400 12,250 *9,930 *20,650 17,430 *14,260 11,350 *11,050 *20,810 16,710 *15,480 10,780 *11,890 *22,070 16,530 *15,950 10,510 11,960 *21,100 16,650 *15,610 10,500 11,930 *18,970 17,040 *14,260 10,720 *10,890 *15,020 *15,020 *11,120 *11,120

Short Arm: 3.0 m Bucket: 2.1 m ISO heaped 1,560 kg Shoe: 600 mm 3.0 m 4.5 m 6.0 m

*8,750 8,610 8,090 7,710 7,500 7,480 7,670

*7,160 *7,350 *7,870 *8,540 *9,200 9,170 9,040 9,070

7,060 6,930 6,660 6,340 6,040 5,800 5,680 5,710

*7,350 7,310

*6,550 *6,550 *6,550 5,740 *6,750 5,100 4,770 *7,150 4,750 4,610 7,290 4,600 7,430 4,670 7,930 4,980 8,970 5,650 *9,800 7,020 *10,250 *10,250

9.16 m 9.87 m 10.31 m 10.52 m 10.51 m 10.28 m 9.81 m 9.07 m 7.98 m 6.35 m

3

A

7.5 m

9.0 m


B 9.0 m 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m -6.0 m

kg kg kg kg kg kg kg kg kg kg kg

SK460

*12,410 *20,100 *24,550

*12,410 *20,100 *24,550

*18,790 *15,970 *17,860 *21,900 *20,570 *18,030 *13,310

18,510 *15,970 16,680 16,640 16,850 17,320 *13,310

*11,060 *13,090 *14,790 *15,800 *16,030 *15,420 *13,690

*11,060 12,040 11,230 10,750 10,560 10,620 10,920

Long Arm: 4.9 m Bucket: 1.35 m ISO heaped 1,250 kg Shoe: 600 mm 1.5 m 3.0 m 4.5 m 6.0 m

*8,330 *9,290 *10,410 *11,430 *12,150 12,020 *11,950 *10,240

*8,330 9,070 8,520 8,050 7,710 7,560 7,590 7,880

*7,850 *8,300 *8,910 9,410 9,200 9,110

6,840 6,600 6,300 6,030 5,830 5,760

*7,930 *7,720 *7,630 *7,790 7,730 7,600 7,780 8,350 9,540 *9,880 *9,660

*7,930 7,110 5,980 5,310 4,950 4,820 4,910 5,280 6,060 7,670 *9,660

7.79 m 8.88 m 9.61 m 10.06 m 10.28 m 10.27 m 10.03 m 9.55 m 8.79 m 7.65 m 5.93 m

3

A

7.5 m

9.0 m

10.5 m


B 9.0 m 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m -6.0 m

kg kg kg kg kg kg kg kg kg kg kg kg

-7.5 m

SK460

*3,640 *3,640 *6,960 *6,960 *10,550 *10,550 *14,680 *14,680 *19,780 *19,780

*9,110 *8,730 *11,260 *15,020 *20,000 *26,960

*9,110 *8,730 *11,260 *15,020 *20,000 *26,960

*17,110 *17,110 *12,070 *19,960 16,960 *13,890 *21,360 16,210 *15,050 *21,580 15,970 *15,490 *20,710 16,070 *15,130 *18,550 16,490 *13,730

11,820 10,910 10,340 10,080 10,080 10,320

*8,180 *9,520 *10,680 *11,520 11,580 11,570 *10,430

*8,180 8,290 7,730 7,340 7,130 7,120 7,330

*6,400 *7,190 *8,030 *8,780 8,850 8,710 8,740

*6,400 6,510 6,100 5,740 5,490 5,360 5,380

*5,070 *5,770 *6,110 *6,570 *7,090 7,080 6,920 6,880

*5,070 5,290 5,090 4,850 4,600 4,380 4,230 4,190

*20,380 *20,380 *14,390 *14,390 *10,450 *10,450

ME Arm: 2.4 m Bucket: 3.4 m ISO heaped 2,190 kg Shoe: 600 mm 3.0 m 4.5 m 6.0 m

*4,390 *4,200 *4,150 *4,210 *4,380 *4,670 *5,130 *5,820 6,670 7,700 *8,430

*4,390 *4,200 *4,150 3,920 3,650 3,530 3,540 3,700 4,060 4,740 6,060

9.92 m 10.80 m 11.40 m 11.79 m 11.97 m 11.96 m 11.76 m 11.35 m 10.72 m 9.82 m 8.55 m

*8,730

*8,730

6.73 m

3

A

7.5 m

9.0 m


B 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m

13

kg kg kg kg kg kg kg kg kg

*20,320 *27,790 *21,730

*20,320 *27,790 *21,730

*18,360 *21,160 *22,130 *21,660 *19,830 *16,000

*18,360 20,680 20,050 19,980 *19,830 *16,000

*11,310 *13,200 *14,830 *15,780 *15,830 *14,730 *11,500

*11,310 *13,200 13,440 12,940 12,770 12,900 *11,500

*8,790 *8,970 *9,710 *10,690 *11,610 *12,190 *12,160 *10,930

*8,790 *8,970 *9,710 10,040 9,590 9,290 9,180 9,350

*8,090 *9,310 *9,730 *9,870

7,590 7,390 7,180 7,050

*5,840 *5,610 *5,630 *5,870 *6,350 *7,170 *8,570 *10,240 *10,070

*5,840 *5,610 *5,630 *5,870 *6,350 6,880 7,530 8,950 *10,070

7.86 m 8.68 m 9.18 m 9.41 m 9.40 m 9.14 m 8.61 m 7.75 m 6.43 m

SK480LC A

Standard Arm: 3.45 m Bucket: 1.9 m3 ISO heaped 1,510 kg Shoe: 600 mm 1.5 m 3.0 m 4.5 m 6.0 m

7.5 m

9.0 m

SK480LC-8

10.5 m


B 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m -6.0 m

kg kg kg kg kg kg kg kg kg kg

SK480LC A

*7,930 *7,930 *9,740 *9,740 *13,390 *13,390 *15,010 *15,010 *19,640 *19,640 *26,610 *26,610

*17,500 *20,650 *20,810 *22,070 *21,100 *18,970 *15,020

*17,500 17,770 17,050 16,870 16,990 17,380 *15,020

*12,400 *14,260 *15,480 *15,950 *15,610 *14,260 *11,120

*12,400 11,580 11,000 10,740 10,720 10,950 *11,120

Short Arm: 3.0 m Bucket: 2.1 m3 ISO heaped 1,560 kg Shoe: 600 mm 3.0 m 4.5 m 6.0 m

*8,750 *9,930 *11,050 *11,890 *12,280 *12,070 *10,890

*7,160 *7,350 *8,750 *7,870 8,780 *8,540 8,260 *9,200 7,880 *9,710 7,670 *9,900 7,650 *9,500 7,840

*7,160 7,060 6,800 6,480 *7,350 6,170 *7,950 5,940 5,820 5,850

7.5 m

*6,550 *6,550 *6,550 5,860 *6,750 5,220 4,880 *7,150 4,860 4,730 *7,820 4,720 *8,420 4,780 *8,870 5,100 *9,380 5,790 *9,900 7,180 *10,250 *10,250

9.16 m 9.87 m 10.31 m 10.52 m 10.51 m 10.28 m 9.81 m 9.07 m 7.98 m 6.35 m

At Max. Reach

9.0 m

Radius B 9.0 m 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m -6.0 m

kg kg kg kg kg kg kg kg kg kg kg

SK480LC A

*12,410 *20,100 *24,550

*12,410 *20,100 *24,550

*18,790 *15,970 *17,860 *21,900 *20,570 *18,030 *13,310

*18,790 *15,970 17,020 16,980 17,190 17,660 *13,310

*11,060 *13,090 *14,790 *15,800 *16,030 *15,420 *13,690

*8,330 *9,290 *10,410 *11,430 *12,150 *12,390 *11,950 *10,240

*11,060 12,270 11,460 10,980 10,790 10,850 11,150

Long Arm: 4.9 m Bucket: 1.35 m3 ISO heaped 1,250 kg Shoe: 600 mm 1.5 m 3.0 m 4.5 m 6.0 m

*8,330 9,240 8,690 8,220 7,880 7,730 7,760 8,050

7.5 m

*7,850 *8,300 *8,910 *9,510 *9,920 *9,950

9.0 m

6,970 6,730 6,440 6,170 5,970 5,890

*7,930 *7,720 *7,630 *7,790 *8,170 *8,450 *8,790 *9,180 *9,570 *9,880 *9,660

10.5 m

*7,930 7,250 6,100 5,430 5,070 4,940 5,030 5,410 6,200 7,830 *9,660

7.79 m 8.88 m 9.61 m 10.06 m 10.28 m 10.27 m 10.03 m 9.55 m 8.79 m 7.65 m 5.93 m


B 9.0 m 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m -6.0 m -7.5 m

kg kg kg kg kg kg kg kg kg kg kg kg

SK480LC A

*9,110 *9,110 *3,640 *3,640 *8,730 *8,730 *6,960 *6,960 *11,260 *11,260 *10,550 *10,550 *15,020 *15,020 *14,680 *14,680 *20,000 *20,000 *19,780 *19,780 *26,960 *26,960

*17,110 *17,110 *12,070 *19,960 17,300 *13,890 *21,360 16,550 *15,050 *21,580 16,310 *15,490 *20,710 16,410 *15,130 *18,550 16,830 *13,730

12,050 11,140 10,570 10,310 10,300 10,550

*8,180 *9,520 *10,680 *11,520 *11,890 *11,650 *10,430

*8,180 8,460 7,900 7,510 7,310 7,290 7,500

*6,400 *7,190 *8,030 *8,780 *9,330 *9,540 *9,180

*6,400 6,640 6,230 5,880 5,620 5,490 5,520

*5,070 *5,770 *6,110 *6,570 *7,090 *7,550 *7,840 *7,790

*5,070 5,400 5,200 4,960 4,710 4,490 4,350 4,310

*20,380 *20,380 *14,390 *14,390 *10,450 *10,450

ME Arm: 2.4 m Bucket: 3.4 m3 ISO heaped 2,190 kg Shoe: 600 mm 3.0 m 4.5 m 6.0 m

7.5 m

*4,390 *4,200 *4,150 *4,210 *4,380 *4,670 *5,130 *5,820 *6,900 *7,980 *8,430

*4,390 *4,200 *4,150 4,020 3,750 3,630 3,640 3,800 4,170 4,860 6,200

9.92 m 10.80 m 11.40 m 11.79 m 11.97 m 11.96 m 11.76 m 11.35 m 10.72 m 9.82 m 8.55 m

*8,730

*8,730

6.73 m

At Max. Reach

9.0 m

Radius B 7.5 m 6.0 m 4.5 m 3.0 m 1.5 m G. L. -1.5 m -3.0 m -4.5 m

kg kg kg kg kg kg kg kg kg

*20,320 *27,790 *21,730

*20,320 *27,790 *21,730

*18,360 *21,160 *22,130 *21,660 *19,830 *16,000

*18,360 21,020 20,390 20,320 *19,830 *16,000

*11,310 *13,200 *14,830 *15,780 *15,830 *14,730 *11,500

*11,310 *13,200 13,670 13,170 12,990 13,130 *11,500

Notes:

1. Do not attempt to lift or hold any load that is greater than these lift capacities at their specified lift point radius and heights. Weight of all accessories must be deducted from the above lift capacities. 2. Lift capacities are based on machine standing on level, firm, and uniform ground. must make allowance for job conditions such as soft or uneven ground, out of level conditions, side loads, sudden stopping of loads, hazardous conditions, experience of personnel, etc. 3. Bucket lift hook defined as lift point.

*8,790 *8,970 *9,710 *10,690 *11,610 *12,190 *12,160 *10,930

*8,790 *8,970 *9,710 10,210 9,760 9,460 9,350 9,520

*8,090 *9,310 *9,730 *9,870

7,730 7,530 7,310 7,180

*5,840 *5,610 *5,630 *5,870 *6,350 *7,170 *8,570 *10,240 *10,070

*5,840 *5,610 *5,630 *5,870 *6,350 7,010 7,680 9,110 *10,070

7.86 m 8.68 m 9.18 m 9.41 m 9.40 m 9.14 m 8.61 m 7.75 m 6.43 m

4. The above lifting capacities are in compliance with ISO 10567. They do not exceed 87% of hydraulic lifting capacity or 75% of tipping load. Lifting capacities marked with an asterisk (*) are limited by hydraulic capacity rather than tipping load. 5. Operator should be fully acquainted with the Operator’s and Maintenance Instructions before operating this machine. Rules for safe operation of equipment should be adhered to at all times. 6. Lift capacities apply to only machine as originally manufactured and normally equipped by KOBELCO CONSTRUCTION MACHINERY CO., LTD.

14

Doc. No

Method Statement & Risk Assessment of Sheet Piling Works

Rev. No.

10-0115P025-MS-015

3

Date

15/02/2017

Page

24of 24

APPENDIX I ATTACHMENT: MILL CERTIFICATES & FACTORY PRODUCTION CERTIFICATES

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