Quick Ref: PA-977
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Donati 'I' Profile Under Braced Jib Crane - upto 2000kg SWL

Model:  GBA T3 / PA-977

Lifting Capacity
Arm Length
Fixing Options
Paint Finish
Standard for Indoor Painting for Outdoor Use (Offshore)
Colour
Height under Beam
Mechanical Rotation Stops
No Yes
Mains Isolator Switch (IP55)
No Yes
Hoist Required
No Yes (quoted at additional cost)
Installation Required ?
No Yes (quoted at additional cost)
Additional Information ?
Quantity


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Guide Price £ 749.00  
Part N°: 977-1229477   Add to Quote Request

280° Manual Slew 'I' Profile Free Standing Swing Jib Crane with Underbraced Arm.

Donati Gba T Version

The manually rotated jib cranes are available for lifting capacities from 125 kg to 2000 kg and jibs from 2m to 8m. The Donati jib cranes are designed and manufactured according to the ISO A5 classification. The possible configuration are: - GBA, floor mounted jib crane with square column characterized by a jib rotating angle of 300. The crane jib can be supplied in three different solution: - "T" cantilever version, for lifting capacities from 63kg to 2000kg and outreach from 2m to 5m. The arm is made using a laminated I-beam form: the hoist-carrying trolley run on the lower flange of the I-beam. The girder is self-supporting and cantilevered, so it has no support tie rods and it is directly integral with, via suitable reinforcement, the rotation tube. This version allows the optimum use of the available space at a height due to the absence of tie rods and allows the maximum use of the hook path. The arm allows the addition of either electric or hand-pushed trolley.

“T” cantilever version:

  • For lifting capacities from 63kg to 2000kg
  • Jibs from 2 m to 5 m
  • The arm is made using a laminate T-beam form: the hoist-carrying trolley run on the lower flange of the T-beam.
  • The girder is self-supporting and cantilevered, so it has no support staybolts, and it is directly integral with, via suitable reinforcements, the rotation tube.
  • This version allows the optimum use of the available space at a height due to the absence of staybolts and allows the maximum use of the hook run. The arm allows the addition of electrical or mechanical push-trolleys.
T Version Dimensional Drawing

Lifting Capacity

(KG)

Arm (S)

M

Size of Jib Crane

Bracket

 

Column

Total Height H (M)

 

Type


Under Beam

h

G M N

T

Δ

Weight

Crane (KG)

Column by m

 

63 4 A R 3 T30R40 2800 228 190 655 160 12 148
18.2
  5 A R 3 T30R50 2800 228 190 715 160 12 164 18.2
125 2 A R 3 T30R20 2800 228 190 595 160 12 116 18.2
  3 A R 3 T30R30 2800 228 190 655 160 12 132 18.2
  4 B S 3 T30S40 2760 274 190 725 200 12 200 22.8
  5 B S 3 T30S50 2760 274 190 785 200 12 222 22.8
250 2 B S 3 T30S20 2760 274 190 665 200 12 156 22.8
  3 B S 3 T30S30 2760 274 190 725 200 12 178 22.8
  4 C T 3.5 T35T40 3212 323 190 800 240 17 320 35
  5 C T 3.5 T35T50 3212 323 190 860 240 17 351 35
  6 D U         190 1000 300      
  6 E V 4 T40V62 3640 443 190 1065 300 20 705 64
  7 E V 4 T40V72 3580 443 190 1135 360 20 852 64
500 2 C T 3.5 T35T20 3212 323 190 740 240 17 260 35
  3 C T 3.5 T35T30 3212 323 190 800 240 17 290 35
  4 D U 3.5 T35U40 3152 386 190 880 300 17 430 43.5
  5 D U 3.5 T35U50 3152 386 190 940 300 17 472 43.5
  6 E V 4 T40V65 3580 443 190 1140 360 20 779 64
  6 F Z 4 T40Z62 3580 513 190 1140 360 20 864 75.2
  7 E V 4 T40V75 3540 443 190 1270 400 20 893 64
  7 F Z 4 T40Z72 3540 513 190 1270 400 20 978 75.2
1000 2 D U 3.5 T35U20 3152 386 190 820 300 17 346 43.5
  3 D U 3.5 T35U30 3152 386 190 880 300 17 388 43.5
  4 E V 4 T40V40 3580 443 190 945 360 20 678 64
  5 E V 4 T40V50 3580 443 190 1005 360 20 735 64
  6 F Z 4 T40Z65 3540 513 190 1190 400 20 912 75.2
  7 F Z         190 1270 450      
1600 6 F Z         190 1270 450      
2000 2 E V 4 T40V20 3580 443 210 900 360 20 564 64
  3 E V 4 T40V30 3580 443 210 960 360 20 621 64
  4 F Z 4 T40Z40 3540 513 210 1070 400 20 780 75.2
  5 F Z         210 1220 450      

Counter Plate/Oversized Base Plate Specifications

Size of Jib Crane R S T U V Z
Counterplate Code GBA1R0PS0 GBA1S0PS0 GBA1T0PS0 GBA1U0PS0 GBA1V0PS0 GBA1Z0PS0
Measurements
C 500 500 700 700 1000 1200
C1     380 475 555 660
S 15 20 15 20 20 20
S0
  20 25 30 40
X 340 400 250 300 300 370
Y         300 380
Z         120 185
Nr x Ø 4x15 4x19 8x19 8x25 20x25 20x25
Counterplate Weight (kg) 26 31 66 95 190 307
Max. Tilting Momentum Allowed (kNm) (Mf) 10.3 16 30 56 107 163.5
Fixing Characteristics            
Type of Concrete on the Floor (kg/cm2) 250 250 250 250 250 250
Type of Chemical Bolts M12 M16 M16 M20 M20 M20
Minimum Thickness of the Block of the Floor 140 170 170 220 220 220
Diameter of the Hole in the Floor 14 18 18 24 24 24
Depth of the Hole in the Concrete of the Floor 110 125 125 170 170 170
Clamping Couples of the Anchors (Nm) 50 100 100 160 160 160
Minimum Resistance to Traction of one Anchor 18 26 26 38 38 38
 
Counterplates No 4
 
Counterplates No 8
Counterplates No 20

Base Plate Specifications

Note: The foundation frame with logbolts, used in the column-mounted version for fixing the column itself to the foundation plinth is supplied on request.

Size of Jib Crane R S T U V Z
Base Plate and Foundation Frame (mm)            
C
205 258 296 372 435 515
P 275 340 380 475 555 660
S1 15 15 15 20 20 25
S2 8 8 8 8 8 8
X 247 305 345 432 506 599
Y
103 126 143 179 210 248
Ø 268 330 373 468 548 648
R 88 104 116 145 165 197
Ø1 16 20 20 25 29 35
Ø2 13 17 17 21 25 31
Anchorage Bolts            
ØT M12 M16 M16 M20 M24 M30
LT 400 450 450 550 600 700
ST 40 45 45 55 60 75
Clamping Couples (Nm) 45 105 105 200 350 680
Frame/Bolts Weight (kg) 5 10 11 17 26 47
Foundation            
Foundation Plinth (mm) (L) 1200 1300 1400 1700 2000 2400
Foundation Plinth (H) 800 800 900 900 1100 1100
Reaction (kN) Q1 3.3 5.7 10.15 18.4 28.7 29.35
Momentum (kNm) MF 10 16 30 56 107 163
 
Base Plate 3
Base Plate 2
 
 
Base Plate 1

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