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- Swing Jib Cranes - Installed Floor & Wall Cranes/
- Column Mounted (Post), Free Standing Swing Jib Cranes/
- Donati CBE OB 'I' profile Over Braced Power Slew Jib - upto 2000kg SWL
Donati CBE OB 'I' profile Over Braced Power Slew Jib - upto 2000kg SWL
280° Power Slew 'I' Profile Free Standing Swing Jib Crane with Overbraced Arm.
Donati CBE OB / PS2-985
The jib cranes are available in the CBE "Column" version or MBE "Wall" version.
Created for handling goods in areas which are difficult to reach and for lifting big capacities.
Available in standard versions for lifting capacities from 250 kg to 2000 kg.
Jibs from 2m to 8m.
Maximum rotation field 300 for the column version and 270 for the wall version.
Available in "T" cantilever version, which allows the optimal use of the available space at a height and in "H" overbraced version that allows the use of the jib crane for lifting capacities and ranges superior to those of the "T" version.
The rotation mechanism is formed by a motor reducer fixed vertically in the lower part of the support bracket and the drive sprocket of the motor reducer fits together with a toothed crown integral with the arm which it powers.
The progressive starting up and braking are ensured by a variaton of frequency (inverter).
The fixing system for jib crane in the column version is made with base plate, foundation frame and plinths or with counterplate and chemical bolts and the fixing system for wall version is made with bracket and staybolts uni.
Dimensions
| Type | Lifting Capacity (kg) | Arm (S) (m) | Size of Jib Crane | Total Height (H) m | Under Beam | Overall Dimensions | Speed of Arm | Motor Power | Weight | ||||||||
| Base | Max | h1 | h2 | G | M | N | T | Δ | R.P.M | Peripheric m/min | KW | Crane (kg) | Column by m | ||||
| EH35U60 | 250 | 6 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 1080 | 200 | 17 | 0.6 | 23 | 0.4 | 420 | 43.5 |
| EH35U70 | 7 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 1200 | 152 | 17 | 0.6 | 26 | 0.4 | 507 | 43.5 | |
| EH35V80 | 8 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 765 | 64 | |
| EH35U40 | 500 | 4 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 960 | 200 | 17 | 1 | 25 | 0.4 | 370 | 43.5 |
| EH35U50 | 5 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 1020 | 200 | 17 | 0.8 | 25 | 0.4 | 395 | 43.5 | |
| EH40V60 | 6 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1090 | 200 | 20 | 0.6 | 23 | 0.4 | 600 | 64 | |
| EH40V70 | 7 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1210 | 152 | 20 | 0.6 | 26 | 0.4 | 720 | 64 | |
| EH40Z80 | 8 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 850 | 75.2 | |
| EH40V40 | 1000 | 4 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 970 | 200 | 20 | 1 | 25 | 0.4 | 538 | 64 |
| EH40V50 | 5 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1030 | 200 | 20 | 0.8 | 25 | 0.4 | 570 | 64 | |
| EH40Z60 | 6 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1090 | 240 | 20 | 0.6 | 23 | 0.4 | 737 | 75.2 | |
| EH40Z70 | 7 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1210 | 152 | 20 | 0.6 | 26 | 0.4 | 805 | 75.2 | |
| EH40Z85 | 8 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 850 | 75.2 | |
| EH40Z67 | 1600 | 6 | Z | 4 | 6 | 3022 | 2492 | 513 | 210 | 1170 | 152 | 20 | 0.6 | 23 | 0.4 | 767 | 75.2 |
| EH40Z40 | 2000 | 4 | Z | 4 | 6 | 3022 | 2492 | 513 | 210 | 990 | 240 | 20 | 0.8 | 20 | 0.4 | 660 | 75.2 |
| EH40Z50 | 5 | Z | 4 | 6 | 3022 | 2492 | 513 | 210 | 1050 | 240 | 20 | 0.6 | 20 | 0.4 | 697 | 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.
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 |
The jib cranes are available in the CBE "Column" version or MBE "Wall" version.
Created for handling goods in areas which are difficult to reach and for lifting big capacities.
Available in standard versions for lifting capacities from 250 kg to 2000 kg.
Jibs from 2m to 8m.
Maximum rotation field 300 for the column version and 270 for the wall version.
Available in "T" cantilever version, which allows the optimal use of the available space at a height and in "H" overbraced version that allows the use of the jib crane for lifting capacities and ranges superior to those of the "T" version.
The rotation mechanism is formed by a motor reducer fixed vertically in the lower part of the support bracket and the drive sprocket of the motor reducer fits together with a toothed crown integral with the arm which it powers.
The progressive starting up and braking are ensured by a variaton of frequency (inverter).
The fixing system for jib crane in the column version is made with base plate, foundation frame and plinths or with counterplate and chemical bolts and the fixing system for wall version is made with bracket and staybolts uni.
Dimensions
| Type | Lifting Capacity (kg) | Arm (S) (m) | Size of Jib Crane | Total Height (H) m | Under Beam | Overall Dimensions | Speed of Arm | Motor Power | Weight | ||||||||
| Base | Max | h1 | h2 | G | M | N | T | Δ | R.P.M | Peripheric m/min | KW | Crane (kg) | Column by m | ||||
| EH35U60 | 250 | 6 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 1080 | 200 | 17 | 0.6 | 23 | 0.4 | 420 | 43.5 |
| EH35U70 | 7 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 1200 | 152 | 17 | 0.6 | 26 | 0.4 | 507 | 43.5 | |
| EH35V80 | 8 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 765 | 64 | |
| EH35U40 | 500 | 4 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 960 | 200 | 17 | 1 | 25 | 0.4 | 370 | 43.5 |
| EH35U50 | 5 | U | 3.5 | 5.5 | 2780 | 2250 | 436 | 190 | 1020 | 200 | 17 | 0.8 | 25 | 0.4 | 395 | 43.5 | |
| EH40V60 | 6 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1090 | 200 | 20 | 0.6 | 23 | 0.4 | 600 | 64 | |
| EH40V70 | 7 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1210 | 152 | 20 | 0.6 | 26 | 0.4 | 720 | 64 | |
| EH40Z80 | 8 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 850 | 75.2 | |
| EH40V40 | 1000 | 4 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 970 | 200 | 20 | 1 | 25 | 0.4 | 538 | 64 |
| EH40V50 | 5 | V | 4 | 6 | 3022 | 2492 | 463 | 190 | 1030 | 200 | 20 | 0.8 | 25 | 0.4 | 570 | 64 | |
| EH40Z60 | 6 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1090 | 240 | 20 | 0.6 | 23 | 0.4 | 737 | 75.2 | |
| EH40Z70 | 7 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1210 | 152 | 20 | 0.6 | 26 | 0.4 | 805 | 75.2 | |
| EH40Z85 | 8 | Z | 4 | 6 | 3022 | 2492 | 513 | 190 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 850 | 75.2 | |
| EH40Z67 | 1600 | 6 | Z | 4 | 6 | 3022 | 2492 | 513 | 210 | 1170 | 152 | 20 | 0.6 | 23 | 0.4 | 767 | 75.2 |
| EH40Z40 | 2000 | 4 | Z | 4 | 6 | 3022 | 2492 | 513 | 210 | 990 | 240 | 20 | 0.8 | 20 | 0.4 | 660 | 75.2 |
| EH40Z50 | 5 | Z | 4 | 6 | 3022 | 2492 | 513 | 210 | 1050 | 240 | 20 | 0.6 | 20 | 0.4 | 697 | 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.
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 |
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