ms part 3 - section 2 - crane strategy rev 1.pdf

ARCHITECTS:

PROJECT:

Drawing No: SK 3.2.01

CLIENT:

TITLE:

Tender Ref: Date:

Prepared by: Appvd by:

T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:

RETAIL MALL AND CARPARKSAT

DOHA FESTIVAL CITY

DP ARCHITECTS PTE. LTD.

Tel Fax

Email Web

ABU DHABI * MANILA * KUALA LUMPUR * MUSCAT

P.O. Box 1148 Doha, Qatar +974 406 88 88 +974 447 78 68aeb@aeb�qatar.com www.aeb�qatar.com

ENGINEERS:

M.S. PART 3

SECTION 2 CRANE STRATEGY

CRANE STRATEGY

RESPONSE TO PQ QUERY 2A.4 ON BUILDABILITYSUPPLEMENTARY INFORMATION AND ILLUSTRATIONS

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4500

MH

August 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

Indicates Liebherr 280 ECH 16 with 70m JibCapacity 3.1T. @70m

14 No. Required

Indicates Liebherr 285 ECB 12with 75m JibCapacity 2.6T. @75m

Indicates Liebherr 180 ECB 8with 60m JibCapacity 1.85T. @60m

2 No. Required

1No. Required

CRANE SELECTIONFOR

MALL CONSTRUCTION

60.0 m

70.0 m

70.0 m 70.0 m 70.0 m 70.0 m

70.0 m 70.0 m

70.0 m

70.0 m

70.0 m 70.0 m

70.0 m

70.0 m

70.0 m

75.0 m

75.0 m

70.0

m

70.0

m

70.0

m

Indicates KOBELCO CKE 1350 Crawler Cranewith 51.8m Boom + 24.4 JibCapacity 2.3T at 70m max reach

3 No. Required

COLOURS INDICATE CRANE TYPES

SK 3.2.02

NOTE: CARPARK CONSTRUCTION STARTS AFTER COMPLETION OF MALL STRUCTURE AND CLADDING

NOTE:In each Work Front, A, B, C we will have1 x 25T Mobile Crane and 2 x Manitou Telescopic Handlers

60.0 m

70.0 m

70.0 m 70.0 m 70.0 m 70.0 m

70.0 m 70.0 m

70.0 m

70.0 m

70.0 m 70.0 m

70.0 m

70.0 m

70.0 m

75.0 m

75.0 m

70.0

m

70.0

m

70.0

m

30

3045

40

55 40

55

55

30 5545

30 45 55

30

3055

51.1

m ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


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Email Web



ENGINEERS:

NOTE:

Cranes sit at +13.50 QND generallyHighest Roof Level + 35.00QNDTherefore, Minimum Hook Height with Clearance over highest roof level is 30M

HOOK HEIGHTS LEGEND:

30m

40m

45m

55m

Crawler Hook Variable

COLOURS INDICATE HOOK HEIGHTS

CRANE HOOK HEIGHTSFOR

MALL CONSTRUCTION

SK 3.2.03

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

Luffi

ng B

oom

Len

gth:

21.

3 m

- 6

1.0

m

Luffin

g Jib

Leng

th: 21

.3 m -

61.0

m

(63° - 88°)Boom Angle

12.2 m 18.3 m 24.4 m 30.5 m 12.2 m 18.3 m45.7 m 61.0 m51.8 m

24.4 m 30.5 m 12.2 m 18.3 m 24.4 m 30.5 mJib lengthBoom length

Wor

king

radi

us

17.2/18.217.816.916.115.414.012.611.310.3 9.3 8.5 7.8 7.2 6.6 6.1 5.6 5.2 4.8 4.4

12.0 m14.0 m16.0 m18.0 m20.0 m22.0 m24.0 m26.0 m28.0 m30.0 m32.0 m34.0 m36.0 m38.0 m40.0 m42.0 m44.0 m46.0 m48.0 m50.0 m52.0 m54.0 m56.0 m58.0 m60.0 m62.0 m64.0 m66.0 m68.0 m70.0 m

21.2/12.512.211.611.010.510.1 9.7 9.3 9.0 8.3 7.6 7.0 6.5 6.0 5.5 5.1 4.7 4.4 4.1 3.8

25.1/7.57.47.37.17.06.86.76.56.36.15.95.75.55.45.04.64.34.03.73.53.22.9

29.0/4.14.03.93.83.73.63.53.43.43.33.23.23.13.13.03.03.02.92.92.92.92.7

18.3/18.217.416.715.513.812.311.110.0 9.1 8.3 7.5 6.9 6.3 5.8 5.3 4.9 4.5 4.1 3.8 3.4 3.1

22.2/12.511.911.410.910.510.1 9.6 8.8 8.0 7.4 6.8 6.2 5.7 5.3 4.9 4.5 4.2 3.8 3.5 3.2 2.9 2.6

26.1/7.57.37.27.16.96.86.76.56.36.15.95.65.24.84.44.13.83.53.22.92.62.32.1

30.1/4.03.93.83.73.73.63.53.43.43.33.23.23.13.13.13.03.02.92.92.62.3

19.9/18.118.117.215.113.411.910.7 9.6 8.6 7.8 7.1 6.4 5.8 5.3 4.8 4.4 4.0 3.5 3.1 2.7 2.4 2.1

23.8/12.412.411.911.411.010.2 9.3 8.4 7.7 7.0 6.4 5.8 5.3 4.9 4.5 4.1 3.7 3.3 2.9 2.6 2.3 2.0

27.7/7.57.57.37.27.16.96.86.76.66.25.75.24.84.44.03.73.33.02.62.32.0

31.6/4.04.03.93.83.73.73.63.53.53.43.33.33.23.23.13.12.92.62.32.0

Note: 1. Rating according to DIN 15018/3 and prEN 13000.2. Rating shown in are determined by the strength of the boom or other structural components.3. The own weight of all load carrying devices of main boom tackle must be substracted from the capacity of the offset jib at radius.

CKE1350

Unit: Metric tons

FIXED JIB LIFTING CAPACITY(Counterweight: 48.0 t, without Carbody Weight, without main hook)Jib Offset Angle: 30°

Note: Ratings according to DIN 15018/3 and prEN 13000.Ratings shown in are determined by the strength of the boom or other structural components.

Boom lengthm (ft) 15.2

Wor

king

radi

us (m

)

4.5 5.0 6.0 7.0 8.0 9.010.012.014.016.018.020.022.024.026.028.030.032.034.036.038.040.042.044.046.048.050.052.054.056.058.0

reeves

18.3 21.3 24.4 27.4 30.5 33.5 36.6 39.6 42.7 45.7 48.8 51.8 54.9 57.9 61.0 64.0 67.1 70.1 73.2 76.24.5 m/135.0

121.0106.4 91.9 73.8 61.6 52.7 40.8 33.1

14.8 m/29.3

10

5.1 m/120.5107.7 90.6 73.7 61.4 52.6 40.6 32.9 27.6

17.5 m/24.6

9

5.6 m/114.7105.3 86.9 73.7 61.4 52.5 40.5 32.8 27.5 23.5 20.6

20.1 m/20.4

9

6.1 m/97.883.371.161.252.340.332.627.323.320.317.9

22.8 m/17.2

8

6.7 m/84.980.168.659.952.240.232.427.123.120.117.715.8

25.4 m/14.7

7

7.2 m/74.966.458.151.640.132.427.023.020.017.615.714.112.8

28.1 m/12.7

6

7.7 m/66.964.356.550.340.032.326.922.919.917.515.513.912.611.5

30.7 m/11.1

5

8.2 m/60.254.748.839.832.126.722.719.717.315.313.712.411.210.2

33.3 m/9.7

5

8.8 m/54.753.247.538.932.026.622.619.617.215.213.612.211.110.1 9.3 8.5

5

9.3 m/49.946.237.931.926.522.519.417.015.113.512.110.910.0 9.1 8.3 7.7

38.6 m/7.5

4

9.8 m/45.845.037.031.326.422.419.316.914.913.312.010.8 9.8 8.9 8.2 7.5 6.9

41.2 m/6.6

4

10.4 m/42.236.130.526.222.219.216.714.813.211.810.6 9.6 8.8 8.0 7.3 6.7 6.2

43.9 m/5.8

4

10.9 m/39.035.229.825.622.119.016.614.613.011.610.5 9.5 8.6 7.8 7.2 6.6 6.0 5.6 5.1

46.5 m/5.0

3

11.4 m/36.334.429.125.121.918.916.514.512.911.510.4 9.4 8.5 7.7 7.0 6.4 5.9 5.4 4.9 4.5

49.2 m/4.2

3

11.9 m/33.833.628.424.521.318.816.314.412.711.410.2 9.2 8.3 7.5 6.9 6.3 5.7 5.2 4.7 4.3 3.9

51.8 m/3.5

3

12.5 m/31.427.723.920.818.316.214.212.611.210.0 9.0 8.1 7.4 6.7 6.1 5.5 5.0 4.5 4.1 3.7 3.3 3.0

54.4 m/2.9

3

13.0 m/29.227.023.220.217.815.814.012.411.0 9.8 8.8 8.0 7.2 6.5 5.9 5.3 4.7 4.2 3.8 3.4 3.1 2.7 2.4

57.1 m/2.33

13.5 m/26.726.522.919.917.515.513.812.411.0 9.8 8.8 7.9 7.1 6.5 5.8 5.2 4.7 4.2 3.7 3.3 3.0 2.6 2.3 2.0

2

14.1 m/25.822.319.417.115.113.412.010.8 9.6 8.6 7.7 7.0 6.3 5.6 5.0 4.5 4.0 3.5 3.1 2.8 2.4 2.1

2

14.6 m/24.121.718.916.614.613.011.610.4 9.3 8.3 7.5 6.7 6.0 5.4 4.8 4.2 3.7 3.3 2.9 2.5 2.2

2

15.1 m/20.419.417.515.814.212.611.210.0 9.0 8.0 7.2 6.4 5.8 5.2 4.6 4.0 3.6 3.1 2.7 2.3

2

MAIN BOOM LIFTING CAPACITY(Counterweight: 48.0 t, Without Carbody Weight) Unit: Metric tons

KOBELCO CKE 1350 CRAWLER CRANEor EQUIVALENTNote:

2 Arrangements for Cranes1st Arrangement with 2 cranes includes24.4m Boom and 51.8m Jib as shown with Capacity of 2.1T at 70m

2nd Arrangement for 1 Crane includes Boom only with Max Lifting capacity of 39Tand 5T at 46.5m

CRANE SELECTIONFOR

MALL CONSTRUCTIONKOBELCO

135T CRAWLER

SK 3.2.04

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

EN 14439:2009–C25

10,0 m

8,5

m

500HC81,4 m

0,8 m75,0 m

2300 kg

2600 kg12

x5,

8m

2,45 m

4,14

m25

6HC

75,0 (r =76,6)

,0 (r = ,6)

60,0 (r =61,6)

55,0 (r =56,6)

50,0 (r =51,6)

45,0 (r =46,6)

40,0 (r =41,6)

34,7 (r =36,6)

29,7 (r =31,3)

24,4 (r =26,0)

70,0 (r =71,6)

65 66

2,6–20,012000 9590

10330

10860

11430

11980

12000

12000

12000

12000

12000

12000

24,4m r m/kg

m/kg

12000

10000

8000

6000

4000

2000

0

LM1

LM1

kg

2,6–21,412000

2,6–22,312000

2,6–23,412000

2,6–24,412000

2,6–25,212000

2,6–26,112000

2,6–26,212000

2,6–25,612000

2,6–25,312000

2,6–24,412000

29,7 34,7 40,0 45,0 55,050,0 60,0 65,0 70,0 75,0

7630

8240

8670

9140

9580

9960

10360

10420

10160

10000

6350

6860

7230

7630

8010

8330

8670

8730

8500

5340

5790

6110

6450

6780

7060

7360

7400

4610

5010

5290

5600

5890

6140

6400

4030

4390

4640

4920

5180

5400

3560

3880

4110

4360

4600

3160

3460

3670

3900

2830

3100

3300

2550

2800

2300

EC-B85

m 24,4 34,729,7 40,0 45,0 50,0 55,0 60,0 65,0 70,0 75,0

Radius and capacity / Portée et charge / Sbraccio e portataAlcances y cargas / Alcance e capacidade de carga / Вылет и грузоподъемностьAusladungund Tragfähigkeit

DETAILS 285 EC B12

CRANE SELECTIONFOR

MALL CONSTRUCTIONLIEBHERR 285 ECB 12

SK 3.2.025

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

280 EC-H16

LM2LM1+

70,0 (r=71,6)

65,0 (r=66,6)

60,0 (r=61,6)

55,0 (r=56,6)

50,0 (r=51,6)

45,0 (r=46,6)

40,0 (r=41,6)

2,6– 21,3

14000

2,6– 22,3

14000

2,6– 20,7

16000

2,6– 21,4

16000

2,6– 22,3

16000

2,6– 22,9

16000

2,6– 23,3

16000

m r

m

kg

20,0 30,0 40,0 45,0 55,0 60,050,0 65,0 70,0

m/kg

m/kg

16000

14000

12000

10000

8000

6000

2000

4000

0

LM1

LM2

20,0

14000

14000

16000

16000

16000

16000

16000

25,0

11640

12270

12890

13460

14100

14510

14800

30,0

9410

9930

10450

10920

11450

11800

12040

35,0

7820

8270

8710

9110

9570

9860

10070

40,0

6640

7030

7410

7760

8160

8420

8600

45,0

5720

6060

6410

6720

7070

7300

50,0

4980

5290

5600

5880

6200

55,0

4380

4670

4950

5200

60,0

3880

4140

4400

65,0

3460

3700

70,0

3100

Radius and capacity / Portée et charge / Sbraccio e portataAlcances y cargas / Alcance e capacidade de carga / Вылет и грузоподъемностьAusladungund Tragfähigkeit

2,45 m

8,0 m

8,5

m10

x5,8

m

0,8 m

355HC69,4 m

2,3 m

7,8

m12,4

m9

x4

,14

m

2,3 m

6,0 m

4,9

5m

9x

4,1

4m

8,0 m

256HC59,6 m

256HC56,7 m

12,4

m

70,0 m

2600 kg

3100 kg

0,8 m

2,45 m

10,0 m

8,5

m1

2x

5,8

m

500HC81,0 m EN 14439:2009–C25

CRANE SELECTIONFOR

MALL CONSTRUCTIONLIEBHERR 280 ECH 16

SK 3.2.06

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

60.0 m

70.0 m

70.0 m 70.0 m 70.0 m 70.0 m

70.0 m 70.0 m

70.0 m

70.0 m

70.0 m 70.0 m

70.0 m

70.0 m

70.0 m

75.0 m

75.0 m

52 m

CRANE DISMANTLING SOLUTION No. 1

CRANES DISMANTLED USING 500T MOBILE AT EDGE OF BUILDINGCranes adjacent Carpark MUST be taken down BEFORE Carpark startsCranes are all Liebherr 280 ECHHeaviest Lift for dismantling is the Cab and Slewing Ring at 10.2TCranes are all positioned approximately 52m from edge of buildingLifting radius to center of a Mobile Crane at edge of building is 60mCranes can lower themselves to roof level for dismantling not necessaryThe 500T Crane has 11.5T Capacity at 60m radius and 70m height in configuration as shown in following page


Same as Solution No 1 BUT the 500T Mobile is positioned in carpark adjacent IKEA


Same as Solution No 1 BUT Mobile is positioned in the Hotel Site.IF this is not possible then these cranes will be dismantled as in Solution No 4


This crane cannot be reached economically with a mobile craneA Flat Topped tower crane has been selected in this location to facilitate easier dismantling Crane lowers itself to roof level.A special steel frame will be made up with 2 lifting beams, Geared Girder Trolleys and Chain Blocks.Using this frame, the jib and mast sections and cab will be laced on a bogey and takento edge of building and removed as in Solution No 2

COLOURS INDICATE DISMANTLING SOLUTIONS

CRANE REMOVALFOR

MALL CONSTRUCTION

SK 3.2.07

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

4 Leg StructuralFrame say 8mx4m

2 Suspension Beams2.5m apart

2 Cross Beams with4 hangers to

suspension Beams

4 x 5T GEARED GIRDER TROLLEYS

4 x 5T CHAIN BLOCKS

BOGEY

10.2T CRANE CAB ANDSLEWING RING

NOTES:

Tower Crane lowers itself as close as possible to the roof slab

JIB is removed partly by adjacent cranes and partly with the Frame System as illustrated.

Cab and slewing ring (10.2T) is lifted as shown and placed on a Bogeywhich is manoeuvred to within range of 500T mobile crane

Mast removed in sections in same way

ROOF SLAB

CRANE REMOVALSKETCH FOR

SOLUTION No. 4

(See Possible Alternative Solution in following page)

SK 3.2.08

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

4 Leg StructuralFrame say 8mx4m

2 Suspension Beams2.5m apart

2 Cross Beams with4 hangers to

suspension Beams

4 x 5T GEARED GIRDER TROLLEYS

4 x 5T CHAIN BLOCKS

BOGEY

10.2T CRANE CAB ANDSLEWING RING

NOTES:

Tower Crane lowers itself as close as possible to the roof slab

JIB is removed partly by adjacent cranes and partly with the Frame System as illustrated.

Cab and slewing ring (10.2T) is lifted as shown and placed on a Bogeywhich is manoeuvred to within range of 500T mobile crane

Mast removed in sections in same way

ROOF SLAB

CRANE REMOVALSKETCH FOR

SOLUTION No. 4

(See Possible Alternative Solution in following page)

SK 3.2.08

Traglasten an der festen Gitterspitze mit abgespanntem TeleskopauslegerLifting capacities on the lattice fl y jib with guyed telescopic boomForces de levage à la fl échette treillis fi xe avec fl èche télescopique haubanéePortate del falcone fi sso con braccio telescopico tirantatoTablas de carga con pluma telescópica arriostrada mas plumín fi jo de celosíaÃðóçîïîäúåìíîñòü íà æåñòêîìîíòèðóåìîì óäëèíèòåëå, òåëåñêîïè÷åñêàÿ ñòðåëà ñ îòòÿæêîé

TY3F

m m

0°

6 m**

20° 40°

78,6 m + 2,2 m*

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

47,3 - 78,6 m 360° 165 t6 m - 56 m

0°0°-

40°

0°

14 m

20° 40° 0°

21 m

20° 40° 0°

28 m

20° 40° 0°

35 m

20° 40° 0°

42 m

20°

37

35,5

34

32

31

29,4

28,2

27,1

25,9

24,9

23,7

22,5

21,2

20

18,9

17,7

16,2

14,8

13,5

12,3

11,1

10

8,9

7,9

7

6,1

5,3

4,6

4

33,5

32,5

31,5

30,5

29,4

28,2

27,1

25,9

24,7

23,6

22,5

21,4

20,2

19,1

18,1

16,8

15,4

14

12,8

11,6

10,4

9,3

8,3

7,3

6,4

5,6

4,8

4,2

32,5

31

30

29,2

28,3

27,2

25,9

24,7

23,7

22,6

21,4

20,3

19,2

18,2

17,3

15,8

14,4

13,2

11,9

10,7

9,6

8,5

7,5

28,9

27,6

26,4

25,4

24,5

23,7

22,8

21,9

21,1

20,3

19,5

18,6

17,8

17

16,2

15,3

14,5

13,7

13

11,9

10,8

9,9

8,9

8

7,1

6,3

5,5

4,8

23

22,2

21,4

20,7

20,1

19,5

18,9

18,4

17,9

17,4

16,8

16,2

15,5

14,7

14

13,2

12,6

11,9

10,9

9,9

8,9

8

7,1

6,2

5,4

18,8

18,3

17,9

17,5

17,1

16,7

16,3

16

15,6

15,2

14,8

14,4

14,1

13,8

13,2

12,6

11,6

10,5

9,4

8,5

7,5

6,6

5,8

22,5

21,4

20,5

19,7

19

18,3

17,7

17,2

16,6

16,1

15,6

15,1

14,6

14,2

13,7

13,1

12,6

11,9

11,3

10,7

10,1

9,3

8,4

7,6

6,8

6

5,3

15,8

15,3

14,9

14,5

14,1

13,7

13,4

13

12,6

12,3

11,9

11,6

11,3

11

10,6

10,3

10

9,8

9,5

8,9

8,1

7,2

6,4

11,9

11,7

11,5

11,2

11

10,8

10,6

10,3

10,1

9,9

9,8

9,6

9,4

9,2

9

8,8

8,6

8,4

7,9

7,1

17,4

16,6

15,8

15,2

14,6

14

13,5

13,1

12,6

12,2

11,8

11,4

11,1

10,7

10,3

10

9,7

9,4

9,1

8,8

8,6

8,3

7,6

6,9

6,2

5,5

10,8

10,5

10,2

9,9

9,6

9,3

9,1

8,8

8,5

8,3

8,1

7,8

7,6

7,4

7,2

7

6,7

6,5

6,3

6,2

6,6

6,6

6,6

6,6

6,6

6,6

6,6

6,6

6,6

6,5

6,4

6,2

6

5,9

5,8

5,6

5,5

12,7

12,2

11,7

11,2

10,8

10,4

10,1

9,7

9,4

9,1

8,8

8,5

8,2

7,9

7,6

7,4

7,1

6,9

6,7

6,5

6,3

6,1

5,9

5,7

7,2

7

6,9

6,8

6,7

6,5

6,4

6,2

6,1

5,9

5,7

5,5

5,4

5,3

5,1

5

4,8

4,6

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

9,9

9,5

9,1

8,7

8,4

8,1

7,8

7,5

7,3

7

6,8

6,5

6,3

6,1

5,9

5,6

5,4

5,2

5,1

4,9

4,7

4,5

4,4

4,4

4,3

4,2

4,2

4,1

4

3,9

3,9

3,8

3,8

3,7

3,7

3,5

3,4

3,2

3,1

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

0

0S1800

4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 m

4

8

12

16

20

24

28

32

36

40

44

48

52

56

60

64

68

72

76

80

84

88

92

96

100

104

108

112

116

120

124

128

132

136 m

20ł

40ł

83ł

78,6 m

F 35 m

F 42 m

F 35 m

F 28 m

F 21 m

F 14 m

F 42 m

F 6 m

47,3 m

57,7 m

68,1 m

42ł

42ł

17

50

0

R=

11700

R=6600

A 500T LIEBHERR MOBILE CRANE (Reference LTM 150081)with 165T Ballast Guyed Telescopic Boom extended to 78.6 +2.2m 14m Lattice Fly Jib tiled at 40Deg has lifting capacity of 11.5T at 70m height and 60m radius

Different configurations can increase the capacity or increase the reach maintaining the capacity

CRANE REMOVALDETAILS OFLIEBHERR

500T MOBILE

MODEL CAPACITY

SL 15II 30,000 lbs. / 13,610 kg

SL 25II 50,000 lbs. / 22,680 kg

SL 35II 70,000 lbs. / 31,750 kg

SL CAPACITY

MOBILE GANTRY CRANEAs Possible Alternative to Sketch Detail

for Removal Solution No 4 SK 3.2.09

Traglasten an der festen Gitterspitze mit abgespanntem TeleskopauslegerLifting capacities on the lattice fl y jib with guyed telescopic boomForces de levage à la fl échette treillis fi xe avec fl èche télescopique haubanéePortate del falcone fi sso con braccio telescopico tirantatoTablas de carga con pluma telescópica arriostrada mas plumín fi jo de celosíaÃðóçîïîäúåìíîñòü íà æåñòêîìîíòèðóåìîì óäëèíèòåëå, òåëåñêîïè÷åñêàÿ ñòðåëà ñ îòòÿæêîé

TY3F

m m

0°

6 m**

20° 40°

78,6 m + 2,2 m*

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

16

18

20

22

24

26

28

30

32

34

36

38

40

42

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

47,3 - 78,6 m 360° 165 t6 m - 56 m

0°0°-

40°

0°

14 m

20° 40° 0°

21 m

20° 40° 0°

28 m

20° 40° 0°

35 m

20° 40° 0°

42 m

20°

37

35,5

34

32

31

29,4

28,2

27,1

25,9

24,9

23,7

22,5

21,2

20

18,9

17,7

16,2

14,8

13,5

12,3

11,1

10

8,9

7,9

7

6,1

5,3

4,6

4

33,5

32,5

31,5

30,5

29,4

28,2

27,1

25,9

24,7

23,6

22,5

21,4

20,2

19,1

18,1

16,8

15,4

14

12,8

11,6

10,4

9,3

8,3

7,3

6,4

5,6

4,8

4,2

32,5

31

30

29,2

28,3

27,2

25,9

24,7

23,7

22,6

21,4

20,3

19,2

18,2

17,3

15,8

14,4

13,2

11,9

10,7

9,6

8,5

7,5

28,9

27,6

26,4

25,4

24,5

23,7

22,8

21,9

21,1

20,3

19,5

18,6

17,8

17

16,2

15,3

14,5

13,7

13

11,9

10,8

9,9

8,9

8

7,1

6,3

5,5

4,8

23

22,2

21,4

20,7

20,1

19,5

18,9

18,4

17,9

17,4

16,8

16,2

15,5

14,7

14

13,2

12,6

11,9

10,9

9,9

8,9

8

7,1

6,2

5,4

18,8

18,3

17,9

17,5

17,1

16,7

16,3

16

15,6

15,2

14,8

14,4

14,1

13,8

13,2

12,6

11,6

10,5

9,4

8,5

7,5

6,6

5,8

22,5

21,4

20,5

19,7

19

18,3

17,7

17,2

16,6

16,1

15,6

15,1

14,6

14,2

13,7

13,1

12,6

11,9

11,3

10,7

10,1

9,3

8,4

7,6

6,8

6

5,3

15,8

15,3

14,9

14,5

14,1

13,7

13,4

13

12,6

12,3

11,9

11,6

11,3

11

10,6

10,3

10

9,8

9,5

8,9

8,1

7,2

6,4

11,9

11,7

11,5

11,2

11

10,8

10,6

10,3

10,1

9,9

9,8

9,6

9,4

9,2

9

8,8

8,6

8,4

7,9

7,1

17,4

16,6

15,8

15,2

14,6

14

13,5

13,1

12,6

12,2

11,8

11,4

11,1

10,7

10,3

10

9,7

9,4

9,1

8,8

8,6

8,3

7,6

6,9

6,2

5,5

10,8

10,5

10,2

9,9

9,6

9,3

9,1

8,8

8,5

8,3

8,1

7,8

7,6

7,4

7,2

7

6,7

6,5

6,3

6,2

6,6

6,6

6,6

6,6

6,6

6,6

6,6

6,6

6,6

6,5

6,4

6,2

6

5,9

5,8

5,6

5,5

12,7

12,2

11,7

11,2

10,8

10,4

10,1

9,7

9,4

9,1

8,8

8,5

8,2

7,9

7,6

7,4

7,1

6,9

6,7

6,5

6,3

6,1

5,9

5,7

7,2

7

6,9

6,8

6,7

6,5

6,4

6,2

6,1

5,9

5,7

5,5

5,4

5,3

5,1

5

4,8

4,6

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

3,8

9,9

9,5

9,1

8,7

8,4

8,1

7,8

7,5

7,3

7

6,8

6,5

6,3

6,1

5,9

5,6

5,4

5,2

5,1

4,9

4,7

4,5

4,4

4,4

4,3

4,2

4,2

4,1

4

3,9

3,9

3,8

3,8

3,7

3,7

3,5

3,4

3,2

3,1

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

0

0S1800

4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 m

4

8

12

16

20

24

28

32

36

40

44

48

52

56

60

64

68

72

76

80

84

88

92

96

100

104

108

112

116

120

124

128

132

136 m

20ł

40ł

83ł

78,6 m

F 35 m

F 42 m

F 35 m

F 28 m

F 21 m

F 14 m

F 42 m

F 6 m

47,3 m

57,7 m

68,1 m

42ł

42ł

17

50

0

R=

11700

R=6600

A 500T LIEBHERR MOBILE CRANE (Reference LTM 150081)with 165T Ballast Guyed Telescopic Boom extended to 78.6 +2.2m 14m Lattice Fly Jib tiled at 40Deg has lifting capacity of 11.5T at 70m height and 60m radius

Different configurations can increase the capacity or increase the reach maintaining the capacity

CRANE REMOVALDETAILS OFLIEBHERR

500T MOBILE

MODEL CAPACITY

SL 15II 30,000 lbs. / 13,610 kg

SL 25II 50,000 lbs. / 22,680 kg

SL 35II 70,000 lbs. / 31,750 kg

SL CAPACITY

MOBILE GANTRY CRANEAs Possible Alternative to Sketch Detail

for Removal Solution No 4 SK 3.2.09

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

70.0 m 70.0 m 70.0 m70.0 m 70.0 m70.0 m

70.0

m

70.0

m

70.0

m



3 No. Required

CRANE SELECTIONFOR

CARPARK CONSTRUCTION


NOTES:

CRANES ERECTED ON REMOVAL FROM MALLCRANES ERECTED WITH THE 135T Crawler

SK 3.2.10

ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4522

MH

Sept 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

70.0 m 70.0 m 70.0 m70.0 m 70.0 m70.0 m

70.0

m

70.0

m

70.0

m



3 No. Required

CRANE SELECTIONFOR

CARPARK CONSTRUCTION


NOTES:

CRANES ERECTED ON REMOVAL FROM MALLCRANES ERECTED WITH THE 135T Crawler

SK 3.2.10

NOTE: CARPARK CONSTRUCTION STARTS AFTER COMPLETION OF MALL STRUCTURE AND CLADDING

6 No. Required

70.0 m 70.0 m 70.0 m70.0 m 70.0 m70.0 m

70.0

m

70.0

m

70.0

m ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4500

MH

August 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

NOTE:Cranes sit at +13.50 QND generallyHighest Roof Level + 35.00QNDTherefore, Minimum Hook Height with Clearance over highest roof level is 30M

CRANE REMOVALlCranes are approx 37m from te hface of carpark or 45m to centerof Removal CraneCabs weigh 10.2T.500T mobile crane in simple boom configuration will remove cabs


30m

40m


30m 30m 30m40m 40m 40m



CARPARKCONSTRUCTION

SK 3.2.11

70.0 m 70.0 m 70.0 m70.0 m 70.0 m70.0 m

70.0

m

70.0

m

70.0

m ARCHITECTS:

PROJECT:

Drawing No:

CLIENT:

TITLE:

Tender Ref: Date:


T4500

MH

August 2012

CCCQACCAMANA JV

CONTRACTOR:

PROJECT MANAGERS:


DOHA FESTIVAL CITY


Tel Fax

Email Web



ENGINEERS:

NOTE:Cranes sit at +13.50 QND generallyHighest Roof Level + 35.00QNDTherefore, Minimum Hook Height with Clearance over highest roof level is 30M

CRANE REMOVALlCranes are approx 37m from te hface of carpark or 45m to centerof Removal CraneCabs weigh 10.2T.500T mobile crane in simple boom configuration will remove cabs


30m

40m


30m 30m 30m40m 40m 40m



CARPARKCONSTRUCTION

SK 3.2.11

ms part 3 - section 2 - crane strategy rev 1.pdf

Documents

project managers

retail mall

amana jvcontractor

tel faxemail webabu

kuala lumpur

tender ref

mindicates liebherr

completion of mall structure