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  6. Donati 'I' Profile Under Braced Jib Crane - upto 2000kg SWL
Donati 'I' Profile Under Braced Jib Crane - upto 2000kg SWL

Donati 'I' Profile Under Braced Jib Crane - upto 2000kg SWL

290° Manual Slew 'I' Profile Free Standing Swing Jib Crane with Underbraced Arm.

Model: 

GBA T3 / PA-977

Donati 'I' Profile Under Braced Jib Crane - upto 2000kg SWL

Jib Crane Gba I Profile T3 Prod
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Donati

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.

Dimensions

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      
T Version Dimensional Drawing

Oversized Base Plate/CounterPlate (Bolting To Existing Floor)

This is designed to spread the load when bolted to a suitable existing concrete floor. Refer below for manufacturers minimum recommended floor thickness.

Counter Plate Type   R S T U V Z

Counterplate Dimensions (mm)

 C 400 450 500 600 800 950
S 20 25 25 30 35 45
X 330 195 220 180 182 220
Y / Y1 - - - - - 240 / 248
Nr x Dia. 4 x 15 8 x 15 8 x 19 12 x 19 16 x 25 28 x 25
               
Counterplate Weight (kg)   20 31 39 63 139 254
Maximum tilting movement allowed (kNm)   11,8 20,7 31,2 56,7 107,3 164
Type of concrete of the floor: Class Rck minimum (kg/cm2)   C250 C250 C250 C250 C250 C250
Minimum thickness of floor block (mm)   140 170 170 220 220 220
Diameter of hole in the floor (mm)   14 14 18 18 24 24
Depth of the hole of the concrete in the floor (mm)   110 110 125 125 170 170
Clamping torques of the bolts (Nm)   40 40 80 80 150 150
Project resistance of traction of one bolt (kN)   25,3 25,3 40 40 74,6 74,6

The fixing of the column using chemical bolts, needs a scrupulous check of suitability in relation to the type of support flooring.

The suitability checks are the responsibility of the user and must be carried out by expert, qualified technicians who will evaluate the feasibility and formally undertake the relative responsibilities.

Counterplates R
Counterplates S T
Counterplates V
Counterplates V
Counterplates Z

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

Pricing

Guide Price Request Quote
Description

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.

Dimensions

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      
T Version Dimensional Drawing
Oversized Base Plate or Counterplate

Oversized Base Plate/CounterPlate (Bolting To Existing Floor)

This is designed to spread the load when bolted to a suitable existing concrete floor. Refer below for manufacturers minimum recommended floor thickness.

Counter Plate Type   R S T U V Z

Counterplate Dimensions (mm)

 C 400 450 500 600 800 950
S 20 25 25 30 35 45
X 330 195 220 180 182 220
Y / Y1 - - - - - 240 / 248
Nr x Dia. 4 x 15 8 x 15 8 x 19 12 x 19 16 x 25 28 x 25
               
Counterplate Weight (kg)   20 31 39 63 139 254
Maximum tilting movement allowed (kNm)   11,8 20,7 31,2 56,7 107,3 164
Type of concrete of the floor: Class Rck minimum (kg/cm2)   C250 C250 C250 C250 C250 C250
Minimum thickness of floor block (mm)   140 170 170 220 220 220
Diameter of hole in the floor (mm)   14 14 18 18 24 24
Depth of the hole of the concrete in the floor (mm)   110 110 125 125 170 170
Clamping torques of the bolts (Nm)   40 40 80 80 150 150
Project resistance of traction of one bolt (kN)   25,3 25,3 40 40 74,6 74,6

The fixing of the column using chemical bolts, needs a scrupulous check of suitability in relation to the type of support flooring.

The suitability checks are the responsibility of the user and must be carried out by expert, qualified technicians who will evaluate the feasibility and formally undertake the relative responsibilities.

Counterplates R
Counterplates S T
Counterplates V
Counterplates V
Counterplates Z
Base Plate

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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