, PT4810
The PT4810 flat top tower crane has horizontal arm support, trolleying, top slewing and hydraulic jacking. The construction tower crane’s maximum jib length is 48m. The load moment is 540 KN.m, and its freestanding height is 30m, while it can reach a maximum height of 120m (2 falls) with attachments.
Without balanced weight and anchors, the slewing flattop crane weighs 21.41t and has a total capacity of 25.1 Kw. With its advanced parameters, stable performance, and excellent quality, the PT4810 topless crane works well for small to mid-sized construction businesses. This affordable flat top tower crane also features advanced safety devices and is easy to maintain.
1. General Specifications of the Flat Top Tower Crane
Item | Performance | Parameters |
1 | Max. Load | 4t |
2 | Max. jib length | 48m |
3 | Tip load | 1.0t |
4 | Freestanding height | 30m |
5 | Max. height | 120m |
6 | Size of mast section | 1.5×1.5×2.2m |
7 | Material of mast section | All mast sections are manganese Q345B, ∠ 160×12 angle steel; Jib is Q345B. |
2. Main Parameters of the Flat Top Tower Crane
Item | Unit | Magnification |
α=2 | α=4 |
Rated load moment | KN. m | 540 |
Max. load | t | 2 | 4 |
Work radius | m | 3 – 48 |
Load at max. radius | t | 1.0 |
Radius at max. load | m | 27.3 | 14.79 |
Hoisting height | Independent | m | 30 |
Adhered | 120 | 60 |
Outer size of whole crane | Chassis | m | 6.0×6.0 |
Height of whole crane | Independent | 38.284 |
Adhered | 128.284 |
Tip of jib to the slewing center | 48.74 |
Tip of balanced jib to slewing center | 11.425 |
Self-weight of whole crane | Independent | t | 21.41 |
Adhered | t | 46.36 |
Balanced weight | t | 8.0 |
Other | Total power of motors | Kw | 25.1 |
Work grade at max. height | Grade | ≤6 |
Allowable work temperature | ℃ | -20 ~ 40 |
3. Load Performance of the Flat Top Tower Crane
3.1 Load charts
Load chart of 4 falls Radius (m) | 3-14.79 | 15 | 16 | 17 | 18 | 19 | 20 |
Load (t) | 4 | 3.94 | 3.67 | 3.44 | 3.23 | 3.04 | 2.87 |
Radius (m) | 21 | 22 | 23 | 24 | 25 | 26 | 27 |
Load (t) | 2.72 | 2.58 | 2.45 | 2.34 | 2.23 | 2.13 | 2.04 |
Radius (m) | 28 | 29 | 30 | 31 | 32 | 33 | 34 |
Load (t) | 1.95 | 1.87 | 1.80 | 1.73 | 1.67 | 1.61 | 1.55 |
Radius (m) | 35 | 36 | 37 | 38 | 39 | 40 | 41 |
Load (t) | 1.50 | 1.45 | 1.40 | 1.35 | 1.31 | 1.27 | 1.23 |
Radius (m) | 42 | 43 | 44 | 45 | 46 | 47 | 48 |
Load (t) | 1.19 | 1.15 | 1.12 | 1.09 | 1.06 | 1.03 | 1.00 |
Load chart of 2 falls Radius (m) | 3-27.3 | 28 | 29 | 30 | 31 | 32 | 33 |
Load (t) | 2 | 1.94 | 1.86 | 1.79 | 1.72 | 1.66 | 1.60 |
Radius (m) | 34 | 35 | 36 | 37 | 38 | 39 | 40 |
Load (t) | 1.54 | 1.49 | 1.44 | 1.39 | 1.35 | 1.30 | 1.26 |
Radius (m) | 41 | 42 | 43 | 44 | 45 | 46 | 47 |
Load (t) | 1.23 | 1.19 | 1.15 | 1.12 | 1.09 | 1.06 | 1.03 |
Radius (m) | 48 | | | | | | |
Load (t) | 1.00 | | | | | | |