Articulating Jib Crane 360° Manual Slew To Suit Manipulators SWL:125kg Free Standing
Model: Donati CBB Manipulators
Jib Cranes with Articulated Arms; 125kg Safe Working Load - 360 Degree Manual Slew
The manually rotated jib cranes with an articulated arm in the CBB "column" series and the MBB "wall" series, are designed for the handling of goods inside the plant where the presence of fixed obstacles would impede the free rotation in terms of the mobility of the arm when it is formed by one rigid element. The cranes with an articulated jib are fitted with an arm made of two hinged pantograph-shaped segments which allow it to avoid fixed obstacles during rotation. The two semi-arms can be of different lengths and are able to rotate independently of each other. The standard models are available for lifting capacities from 125 Kg to 500 Kg and jibs from 2 m to 7 m and maximum rotation field of 360. The manually jib cranes are provided with a clutch braking device for the arm which allows the control of the rotation stress.

| Model | Lifting Capacity | Arm | Size of jib Crane | Total Height (H) | Overall Dimensions (mm) | Weight (kg) | |||||||
| Nominal Length (S) | S1 | S2 | H1 | H2 | H3 | G | Δ | Crane | Column by m | ||||
| kg | m | mm | |||||||||||
| A30A3L | 125kg | 3 | A | 3020 | 1000 | 200 | 2603 | 2777 | 2967 | 220 | 20 | 171 | 18 |
| A30A3M | 1500 | 1500 | 193 | ||||||||||
| A30A3N | 2000 | 1000 | 215 | ||||||||||
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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