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.

“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.

Donati Gba H Version

Dimensions

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

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 U
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
 

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