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Donati CBE UB 'I' profile Under Braced Power Slew Jib - upto 2000kg SWL

Donati CBE UB 'I' profile Under Braced Power Slew Jib - upto 2000kg SWL

290° Power Slew 'I' Profile Free Standing Swing Jib Crane with Underbraced Arm.

Model: 

Donati CBE UB / PSA-987

Donati CBE UB 'I' profile Under Braced Power Slew Jib - upto 2000kg SWL

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

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
ET35U40 500 4 U 3.5 5.5 3152 2250 436 190 910 300 17 1 25 0.4 476 43.5
ET35U50 5 U 3.5 5.5 3152 2250 436 190 970 300 17 0.8 25 0.4 518 43.5
ET40V60 6 V 4 5 3580 2492 463 190 1080 360 20 0.6 23 0.4 840 64
ET40Z65 6 Z 4 6 3580 2492 513 190 1080 360 20 0.6 23 0.4 927 75.2
ET40V70 7 V 4 4 3580 2492 463 190 1270 400 20 0.6 26 0.4 945 64
ET40Z75 7 Z 4 6 3580 2492 513 190 1270 400 20 0.6 26 0.4 1032 75.2
ET35U20 1000 2 U 3.5 5.5 3152 2250 436 190 850 300 17 1.6 20 0.4 392 43.5
ET35U30 3 U 3.5 5.5 3152 2250 436 190 910 300 17 1.2 23 0.4 434 43.5
ET40V40 4 V 4 6 3580 2492 463 190 970 360 20 1 25 0.4 722 64
ET40V50 5 V 4 6 3580 2492 463 190 1030 360 20 0.8 25 0.4 780 64
ET40Z60 6 Z 4 6 3580 2492 513 190 1080 360 20 0.6 23 0.4 927 75.2
ET40V20 2000 2 V 4 6 3580 2492 463 210 930 360 20 1.6 20 0.4 607 64
ET40V30 3 V 4 6 3580 2492 463 210 990 360 20 1.2 23 0.4 665 64
ET40Z40 4 Z 4 6 3540 2492 513 210 1080 400 20 0.8 20 0.4 832 75.2

Cbe Ub I Profile Underbraced Power Slew Jib Dimensions

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

Pricing

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Description

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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

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
ET35U40 500 4 U 3.5 5.5 3152 2250 436 190 910 300 17 1 25 0.4 476 43.5
ET35U50 5 U 3.5 5.5 3152 2250 436 190 970 300 17 0.8 25 0.4 518 43.5
ET40V60 6 V 4 5 3580 2492 463 190 1080 360 20 0.6 23 0.4 840 64
ET40Z65 6 Z 4 6 3580 2492 513 190 1080 360 20 0.6 23 0.4 927 75.2
ET40V70 7 V 4 4 3580 2492 463 190 1270 400 20 0.6 26 0.4 945 64
ET40Z75 7 Z 4 6 3580 2492 513 190 1270 400 20 0.6 26 0.4 1032 75.2
ET35U20 1000 2 U 3.5 5.5 3152 2250 436 190 850 300 17 1.6 20 0.4 392 43.5
ET35U30 3 U 3.5 5.5 3152 2250 436 190 910 300 17 1.2 23 0.4 434 43.5
ET40V40 4 V 4 6 3580 2492 463 190 970 360 20 1 25 0.4 722 64
ET40V50 5 V 4 6 3580 2492 463 190 1030 360 20 0.8 25 0.4 780 64
ET40Z60 6 Z 4 6 3580 2492 513 190 1080 360 20 0.6 23 0.4 927 75.2
ET40V20 2000 2 V 4 6 3580 2492 463 210 930 360 20 1.6 20 0.4 607 64
ET40V30 3 V 4 6 3580 2492 463 210 990 360 20 1.2 23 0.4 665 64
ET40Z40 4 Z 4 6 3540 2492 513 210 1080 400 20 0.8 20 0.4 832 75.2

Cbe Ub I Profile Underbraced Power Slew Jib Dimensions

Oversized Base Plate or Counterplate

+

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

+

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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