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- Home/
- Lifting Equipment/
- Cranes; Mobile, Portable and Fixed/
- Swing Jib Cranes - Installed Floor & Wall Cranes/
- Column Mounted (Post), Free Standing Swing Jib Cranes/
- Donati GBA H3 'I' Profile Overbraced Jib Crane - upto 2000kg SWL
Donati GBA H3 'I' Profile Overbraced Jib Crane - upto 2000kg SWL
300° Manual Slew 'I' Profile Free Standing Swing Jib Crane with Over-braced Arm.
Donati GBA H3 / PBUT2-979
“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.
Dimensions
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.
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 |
Pricing
“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.
Dimensions
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.
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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