Swing Jib Crane 290deg Manual Slew 'I' Profile Jib Arm SWL:from 63kg to 2000kg Free Standing
Model: Donati GBA T3
Manually Rotated Jib Cranes, 290° Slew, "I" Profile, fromm 63kg to 2000kg Safe Working Loads
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: - "T" cantilever version, for lifting capacities from 63kg to 2000kg and outreach from 2m to 5m. The arm is made using a laminated I-beam form: the hoist-carrying trolley run on the lower flange of the I-beam. The girder is self-supporting and cantilevered, so it has no support tie rods and it is directly integral with, via suitable reinforcement, the rotation tube. This version allows the optimum use of the available space at a height due to the absence of tie rods and allows the maximum use of the hook path. The arm allows the addition of either electric or hand-pushed trolley.
“T” cantilever version:
- For lifting capacities from 63kg to 2000kg
- Jibs from 2 m to 5 m
- The arm is made using a laminate T-beam form: the hoist-carrying trolley run on the lower flange of the T-beam.
- The girder is self-supporting and cantilevered, so it has no support staybolts, and it is directly integral with, via suitable reinforcements, the rotation tube.
- This version allows the optimum use of the available space at a height due to the absence of staybolts and allows the maximum use of the hook run. The arm allows the addition of electrical or mechanical push-trolleys.

| GBA series Column Mounted Jib Cranes T-Version | ||||||||||||
| SWL | Arm | Size of Jib Crane | Total Height | Type | Under Beam | Overall Dimensions | Weight (kg) | |||||
| kg | m | mm | ||||||||||
| S | H (m) | h | G | M | N | T (IPE) | Δ | Crane | Column by m | |||
| 63 | 4 | A | 3 | T30A40 | 2800 | 220 | 180 | 640 | 160 | 12 | 145 | 18 |
| 5 | 3 | T30A50 | 2800 | 220 | 180 | 700 | 160 | 12 | 161 | 18 | ||
| 125 | 2 | A | 3 | T30A20 | 2800 | 220 | 180 | 580 | 160 | 12 | 113 | 18 |
| 3 | 3 | T30A30 | 2800 | 220 | 180 | 640 | 160 | 12 | 129 | 18 | ||
| 4 | B | 3 | T30B40 | 2760 | 255 | 180 | 680 | 200 | 12 | 207 | 28 | |
| 5 | 3 | T30B50 | 2760 | 255 | 180 | 740 | 200 | 12 | 229 | 28 | ||
| 250 | 2 | B | 3 | T30B20 | 2760 | 255 | 180 | 620 | 200 | 12 | 163 | 28 |
| 3 | 3 | T30B30 | 2760 | 255 | 180 | 680 | 200 | 12 | 185 | 28 | ||
| 4 | C | 3.5 | T35C40 | 3212 | 310 | 180 | 740 | 240 | 17 | 313 | 34 | |
| 5 | 3.5 | T35C50 | 3212 | 310 | 180 | 800 | 240 | 17 | 344 | 34 | ||
| 500 | 2 | C | 3.5 | T35C20 | 3212 | 310 | 180 | 680 | 240 | 17 | 252 | 34 |
| 3 | 3.5 | T35C30 | 3212 | 310 | 180 | 740 | 240 | 17 | 283 | 34 | ||
| 4 | D | 3.5 | T35D40 | 3152 | 360 | 180 | 800 | 300 | 17 | 435 | 51 | |
| 5 | 3.5 | T35D50 | 3152 | 360 | 180 | 860 | 300 | 17 | 477 | 51 | ||
| 1000 | 2 | D | 3.5 | T35D20 | 3152 | 360 | 180 | 740 | 300 | 17 | 351 | 51 |
| 3 | 3.5 | T35D30 | 3152 | 360 | 180 | 800 | 300 | 17 | 393 | 51 | ||
| 4 | E | 4 | T40E40 | 3581 | 415 | 180 | 870 | 360 | 20 | 687 | 73 | |
| 5 | 4 | T40E50 | 3581 | 415 | 180 | 930 | 360 | 20 | 744 | 73 | ||
| 2000 | 2 | E | 4 | T40E20 | 3581 | 415 | 220 | 850 | 360 | 20 | 573 | 73 |
| 3 | 4 | T40E30 | 3581 | 415 | 220 | 910 | 360 | 20 | 630 | 73 | ||
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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