Swing Jib Crane 280 Deg Power Slew 'I' Profile Overbraced Arm SWL:from 250kg to 2000kg Free Standing
Model: Donati CBE OB
Jib Cranes with Motorised Arm: 280° Power Slew, SWL: 250kg up to 2000kg
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.

| Lifting Capacity | Model | Arm | Size of jib Crane | Total Height (H) | Overall Dimensions mm | Speed of Arm | Motor Power kw | Weight of Crane kg | Column by kg / m | |||||||
| Length (S) | N° of revolution | Peripheric | ||||||||||||||
| kg | m | m | h1 - Under beam | H2 | G | M | N | T | Δ | rpm | m/min | |||||
| 250kg | EH35D60 | 6 | D | 3.5 | 2780 | 2250 | 410 | 180 | 1080 | 200 | 17 | 0.6 | 23 | 0.4 | 433 | 51 |
| EH35D70 | 7 | D | 3.5 | 2780 | 2250 | 410 | 180 | 1200 | 152 | 17 | 0.6 | 26 | 0.4 | 515 | 51 | |
| EH40E80 | 8 | E | 4 | 3022 | 2492 | 435 | 180 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 778 | 73 | |
| 500kg | EH35D40 | 4 | D | 3.5 | 2780 | 2250 | 410 | 180 | 960 | 200 | 17 | 1 | 25 | 0.4 | 382 | 51 |
| EH35D50 | 5 | D | 3.5 | 2780 | 2250 | 410 | 180 | 1020 | 200 | 17 | 0.8 | 25 | 0.4 | 408 | 51 | |
| EH40E60 | 6 | E | 4 | 3022 | 2492 | 435 | 180 | 1090 | 200 | 20 | 0.6 | 23 | 0.4 | 615 | 73 | |
| EH40E70 | 7 | E | 4 | 3022 | 2492 | 435 | 180 | 1210 | 152 | 20 | 0.6 | 26 | 0.4 | 732 | 73 | |
| EH40F80 | 8 | F | 4 | 3022 | 2492 | 480 | 180 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 891 | 100 | |
| 1000kg | EH40E40 | 4 | E | 4 | 3022 | 2492 | 435 | 180 | 970 | 200 | 20 | 1 | 25 | 0.4 | 553 | 73 |
| EH40E50 | 5 | E | 4 | 3022 | 2492 | 435 | 180 | 1030 | 200 | 20 | 0.8 | 25 | 0.4 | 585 | 73 | |
| EH40F60 | 6 | F | 4 | 3022 | 2492 | 480 | 180 | 1090 | 240 | 20 | 0.6 | 23 | 0.4 | 778 | 100 | |
| EH40F70 | 7 | F | 4 | 3022 | 2492 | 480 | 180 | 1210 | 152 | 20 | 0.6 | 26 | 0.4 | 845 | 100 | |
| EH40F85 | 8 | F | 4 | 3022 | 2492 | 480 | 180 | 1210 | 152 | 20 | 0.6 | 30 | 0.4 | 891 | 100 | |
| 2000kg | EH40F40 | 4 | F | 4 | 3022 | 2492 | 480 | 220 | 1010 | 240 | 20 | 0.8 | 20 | 0.4 | 700 | 100 |
| EH40F50 | 5 | F | 4 | 3022 | 2492 | 480 | 220 | 1070 | 240 | 20 | 0.6 | 20 | 0.4 | 738 | 100 | |
Counter Plate Specifications
| Size of Jib Crane | A | B | C | D | E | F | |||
| Counterplate Code |
GBA5A0030 | GBA5B0030 | GBA5C0030 | GBA5D0030 | GBA5E0030 | GBA5F0030 | |||
| Measurements | |||||||||
| C (mm) | 600 | 600 | 900 | 900 | 1200 | 1200 | |||
| S (mm) | 20 | 20 | 30 | 30 | 40 | 40 | |||
| x (mm) | 260 | 260 | 410 | 410 | 370 | 370 | |||
| y (mm) | 180 | 180 | 260 | 260 | 380 | 380 | |||
| Z (mm) | - | - | - | - | 200 | 200 | |||
| Ø (mm) | 15 | 19 | 19 | 25 | 25 | 29 | |||
| Counterplease Weight (kg) |
56 | 56 | 191 | 191 | 452 | 452 | |||
| Max. tiliting momentum allowed (kNm) (Mf) |
9.98 | 15.4 | 29.13 | 53.39 | 103.59 | 158.58 | |||
| Fixing Characteristics |
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| Type of Concrete of the floor: class Rck min. (kg/cm2) |
250 | 250 | 250 | 250 | 250 | 250 | |||
| Type of chemical bolts |
M12 | M16 | M16 | M20 | M20 | M24 | |||
| Min. thickness of the block of the floor (mm) |
140 | 170 | 170 | 220 | 220 | 270 | |||
| Dia. of the hole in the floor (mm) | 14 | 18 | 18 | 24 | 24 | 28 | |||
| Depth of the holein the concrete on the floor (mm) | 110 | 125 | 125 | 170 | 170 | 210 | |||
| Clamping couples of the anchors (Nm) |
60 | 120 | 120 | 260 | 260 | 450 | |||
| Min. resistance to traction on one anchor (kN) |
9.6 | 13.6 | 16.5 | 26.5 | 27 | 37.9 | |||
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Warning!
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The fixing of the column using chemical bolts, needs a scrupulous check of suitability in relation to the type of support flooring. The suiability checks are the responsibility of the user and must be carried out by an expert, qualified technicians who will evaluate the feasibility and formally assume the relative responsibilities.
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Base Plates
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.
Base Plate Specifications
| Size of Jib Crane | A | B | C | D | E | F | |||
| Base Plate and Foundation | |||||||||
| C (mm) | 190 | 220 | 270 | 320 | 380 | 450 | |||
| P (mm) | 280 | 310 | 390 | 440 | 550 | 620 | |||
| S1 (mm) | 20 | 20 | 25 | 25 | 30 | 30 | |||
| S2 (mm) | 8 | 8 | 10 | 10 | 12 | 12 | |||
| x (mm) | 240 | 268 | 337 | 388 | 471 | 540 | |||
| y (mm) | 100 | 111 | 140 | 161 | 195 | 224 | |||
| Ø (mm) | 260 | 290 | 365 | 420 | 510 | 585 | |||
| r (mm) | 70 | 71 | 86 | 95 | 136 | 137 | |||
| Anchorage Bolts | |||||||||
| Ø T (mm) | M14 | M14 | M22 | M22 | M33 | M33 | |||
| LT (mm) | 450 | 450 | 550 | 550 | 800 | 800 | |||
| ST (mm) | 40 | 40 | 55 | 55 | 75 | 75 | |||
| Clamping Couples (Nm) | 67 | 67 | 265 | 265 | 920 | 920 | |||
| Foundation | |||||||||
| Frame/bolts weight (kg) | 7 | 8 | 20 | 21 | 60 | 62 | |||
| Foundation plinth (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) | 5.7 | 10.16 | 18.9 | 35.86 | 69.92 | 115.1 | |||
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Warning!
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The dimensions of the plinths are purely indicative! The plinth must be dimensioned by an expert, qualified technicians considering the real consistency of the grounded and the maximum pressure allowed by this.
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