Donati GBA H3 'I' Profile Overbraced Jib Crane - upto 2000kg SWL

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300° Manual Slew 'I' Profile Free Standing Swing Jib Crane with Overbraced Arm.

“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.

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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
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
Warning!
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.

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
Warning!
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.