Quick Ref: PBUT2-979
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Donati GBA H3 'I' Profile Overbraced Jib Crane - upto 2000kg SWL

Model:  Donati GBA H3 / PBUT2-979

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


Guide Price £ Quote Only  
Part N°: 979-1177533   Add to Quote Request

300° Manual Slew 'I' Profile Free Standing Swing Jib Crane with Overbraced Arm.

Donati Gba H Version

“H” overbraced version:

  • For lifting capacities from 125kg to 2000kg and jibs from 4m to 8m
  • The arm is made using a H-beam section, the hoist-carrying trolley run on the lower flange of the H-beam. The arm is fitted with one or two staybolts to support the profile which connects it to the rotation tube. This version allows the use of the jib crane for loads and jibs superior to those possible with the C and T versions.
  • The arm allows the addition of electrical and mechanical push-trolleys.Electrical Power SupplyThis is designed to power the hoist and/or electrical trolley, which run along the jib of the crane. It uses a connection box for the connection between the line and the power festoon cable, situated on the top of the column crane.

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:
- "H" overbraced version, for lifting capacities from 125kg to 2000kg and outreach from 4m to 8m. The arm is made using a H-beam profile and the hoist-carrying trolley runs on its lower flange. The arm is fitted with one or two tie rods to support the profile which connect it to the rotation tube. This version allows the use of the jib crane for loads and outreach bigger than those possible with standard "C" and "T" solution. The arm allows the addition of either electric or hand-pushed trolley.

GBA H Version Dimensional Drawing
Lifting Capacity (KG)

Arm
(S)

(metres)

Size of Jib Crane

Bracket

 

Column

Total Height
H

(metres)

Type

 

Under Beam
h (mm)

G (mm) M (mm) N (mm) T (mm) Δ (mm)

Weight

Crane (KG)

Column by metre

(KG)

125 6 C T 3.5 H35T60 2738 323 190 900 160 17 285 35
  7 C T 3.5 H35T70 2738 323 190 960 160 17 305 35
  8 D U 3.5 H35U80 2738 386 190 1070 200 17 425 43.5
250 4 C T 3.5 H35T40 2738 323 190 780 160 17 247 35
  5 C T 3.5 H35T50
2738 323 190 840 160 17 266 35
  6 D U 3.5 H35U60 2738 386 190 950 200 17 374 43.5
  7 D U 3.5 H35U70 2738 386 190 1010 200 17 400 43.5
  8 E V 4 H40V80 2980 443 190 1140 200 20 620 64
500 4 D U 3.5 H35U40 2738 386 190 830 200 17 323 43.5
  5 D U 3.5 H35U50 2738 386 190 890 200 17 349 43.5
  6 E V 4 H40V60 2980 443 190 1020 200 20 559 64
  7 E V 4 H40V70 2980 443 190 1080 200 20 590 64
  8 F Z 4 H40Z80 2980 513 190 1140 240 20 771 75.2
1000 4 E V 4 H40V40 2980 443 190 900 200 20 497 64
  5 E V 4 H40V50 2980 443 190 960 200 20 528 64
  6 F Z 4 H40Z60 2980 513 190 1020 240 20 694 75.2
  7 F Z 4 H40Z70 2980 513 190 1080 240 20 733 75.2
  8 F Z 4 H40Z85 2980 513 190 1140 152 20 812 75.2
1600 6 F Z 4 H40Z67 2980 513 210 1040 240 20 694 75.2
2000 4 F Z 4 H40Z40 2980 513 210 920 240 20 615 75.2
  5 F Z 4 H40Z50 2980 513 210 980 240 20 654 75.2

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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