Quick Ref: PS2-985
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Donati CBE OB 'I' profile Over Braced Power Slew Jib - upto 2000kg SWL

Model:  Donati CBE OB / PS2-985

Lifting Capacity
Arm Length
Fixing Options
Paint Finish
Standard for Indoor Painting for Outdoor Use (Offshore)
Colour
Height under Beam
Mechanical Rotation Stops
No Yes
Mains Isolator Switch (IP55)
No Yes
Hoist Required
No Yes (quoted at additional cost)
Installation Required ?
No Yes (quoted at additional cost)
Additional Information ?
Quantity


Guide Price £ Quote Only  
Part N°: 985-1301231   Add to Quote Request

280° Power Slew 'I' Profile Free Standing Swing Jib Crane with Overbraced Arm.

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The jib cranes are available in the CBE "Column" version or MBE "Wall" version.

Created for handling goods in areas which are difficult to reach and for lifting big capacities.

Available in standard versions for lifting capacities from 250 kg to 2000 kg.

Jibs from 2m to 8m.

Maximum rotation field 300 for the column version and 270 for the wall version.

Available in "T" cantilever version, which allows the optimal use of the available space at a height and in "H" overbraced version that allows the use of the jib crane for lifting capacities and ranges superior to those of the "T" version.

The rotation mechanism is formed by a motor reducer fixed vertically in the lower part of the support bracket and the drive sprocket of the motor reducer fits together with a toothed crown integral with the arm which it powers.

The progressive starting up and braking are ensured by a variaton of frequency (inverter).

The fixing system for jib crane in the column version is made with base plate, foundation frame and plinths or with counterplate and chemical bolts and the fixing system for wall version is made with bracket and staybolts uni.

Dimensions

Cbe Ob Profile Power Slew Jib Dimensions
 
Type Lifting Capacity (kg) Arm (S) (m) Size of Jib Crane  Total Height (H) m Under Beam Overall Dimensions Speed of Arm Motor Power Weight
         Base Max  h1 h2  G M N T Δ  R.P.M Peripheric m/min  KW  Crane (kg) Column by m
EH35U60 250
  
 6 U  3.5 5.5 2780  2250 436 190 1080 200 17 0.6 23 0.4 420 43.5
EH35U70  7  U  3.5  5.5  2780  2250  436  190  1200  152  17  0.6  26  0.4  507  43.5
EH35V80  8  V  4  6  3022  2492  463  190  1210  152  20  0.6  30  0.4  765  64
EH35U40  500     4 U 3.5 5.5 2780 2250 436 190 960 200 17 1 25 0.4 370 43.5
EH35U50  5  U  3.5  5.5  2780  2250  436  190  1020  200  17  0.8  25  0.4  395  43.5
EH40V60  6  V  4  6  3022  2492  463  190  1090  200  20  0.6  23  0.4  600  64
EH40V70  7  V  4  6  3022  2492  463  190  1210  152  20  0.6  26  0.4  720  64
EH40Z80  8  Z  4  6  3022  2492  513  190  1210  152  20  0.6  30  0.4  850  75.2
EH40V40 1000
    
 4 V  4 6 3022 2492 463 190 970 200 20 1 25 0.4 538 64
 EH40V50  5  V 4  6  3022  2492  463  190  1030  200  20  0.8  25  0.4  570  64
 EH40Z60  6  Z  4  6  3022  2492  513  190  1090  240  20  0.6  23  0.4  737  75.2
 EH40Z70  7  Z  4  6  3022  2492  513  190  1210  152  20  0.6  26  0.4  805  75.2
 EH40Z85  8  Z  4  6  3022  2492  513  190  1210  152  20  0.6  30  0.4  850  75.2
 EH40Z67 1600 6 Z 4 6 3022 2492 513 210 1170 152 20 0.6 23 0.4 767 75.2
 EH40Z40 2000
 
4 Z 4 6 3022 2492 513 210 990 240 20 0.8 20 0.4 660 75.2
 EH40Z50  5  Z  4  6  3022  2492  513  210  1050  240  20  0.6  20  0.4  697  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.

Counterplates R
Counterplates S / T
Counterplates U
Counterplates V
Counterplates Z

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
Base Plate 3
Base Plate 2
 
 
Base Plate 1

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