Donati 'I' Profile Under Braced Jib Crane - upto 2000kg SWL

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.

Dimensions

Lifting Capacity (KG)	Arm (S) M	Size of Jib Crane Bracket	Column	Total Height H (M)	Type	Under Beam h	G	M	N	T	Δ	Weight Crane (KG)	Column by m
63	4	A	R	3	T30R40	2800	228	190	655	160	12	148	18.2
	5	A	R	3	T30R50	2800	228	190	715	160	12	164	18.2
125	2	A	R	3	T30R20	2800	228	190	595	160	12	116	18.2
	3	A	R	3	T30R30	2800	228	190	655	160	12	132	18.2
	4	B	S	3	T30S40	2760	274	190	725	200	12	200	22.8
	5	B	S	3	T30S50	2760	274	190	785	200	12	222	22.8
250	2	B	S	3	T30S20	2760	274	190	665	200	12	156	22.8
	3	B	S	3	T30S30	2760	274	190	725	200	12	178	22.8
	4	C	T	3.5	T35T40	3212	323	190	800	240	17	320	35
	5	C	T	3.5	T35T50	3212	323	190	860	240	17	351	35
	6	D	U					190	1000	300
	6	E	V	4	T40V62	3640	443	190	1065	300	20	705	64
	7	E	V	4	T40V72	3580	443	190	1135	360	20	852	64
500	2	C	T	3.5	T35T20	3212	323	190	740	240	17	260	35
	3	C	T	3.5	T35T30	3212	323	190	800	240	17	290	35
	4	D	U	3.5	T35U40	3152	386	190	880	300	17	430	43.5
	5	D	U	3.5	T35U50	3152	386	190	940	300	17	472	43.5
	6	E	V	4	T40V65	3580	443	190	1140	360	20	779	64
	6	F	Z	4	T40Z62	3580	513	190	1140	360	20	864	75.2
	7	E	V	4	T40V75	3540	443	190	1270	400	20	893	64
	7	F	Z	4	T40Z72	3540	513	190	1270	400	20	978	75.2
1000	2	D	U	3.5	T35U20	3152	386	190	820	300	17	346	43.5
	3	D	U	3.5	T35U30	3152	386	190	880	300	17	388	43.5
	4	E	V	4	T40V40	3580	443	190	945	360	20	678	64
	5	E	V	4	T40V50	3580	443	190	1005	360	20	735	64
	6	F	Z	4	T40Z65	3540	513	190	1190	400	20	912	75.2
	7	F	Z					190	1270	450
1600	6	F	Z					190	1270	450
2000	2	E	V	4	T40V20	3580	443	210	900	360	20	564	64
	3	E	V	4	T40V30	3580	443	210	960	360	20	621	64
	4	F	Z	4	T40Z40	3540	513	210	1070	400	20	780	75.2
	5	F	Z					210	1220	450

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.

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.