Mast and Substructures

MAST

Maximum static working hood load: from 275 kN ( 30 short tons, 28 tf ) to 2200 kN ( 248 short tons, 225 tf )

Free height of the mast from the ground to under the crownblock beam: from 17.4 m ( 57.23 ft ) to 39 m ( 127.95 ft )

Mast lifting ( up/down ): hydraulic ( with one or two hydraulic cylinders )

Mast folding/telescoping: hydraulic ( with one cylinder ) for two sections masts

Mast anchoring: mast - chassis resistance anchor set ( semi-trailer ), mast - ground safety anchor set, „monkey board” - mast anchor set and „monkey board - ground anchor set

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FOLDABLE substructure ( H = 4,8 m )

Work platform height

4800 mm

15,74 ft

Height under the rotary table beams

3960 mm

13 ft

Maximum static load on the rotary table beams

785 kN

88 short tones

Maximum load on rod cushions

2 x 392 kN

44 short tones

Height under derrick floor

4800 mm

15,74 ft

Rotary table type

Derrick floor dimensions

6835 x 5460 mm

22.4 x 17.9 ft

Simultaneous total load

1570 kN

176 short tones

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FOLDABLE substructure ( H = 5 m)

Work platform height

5000 mm

16,4 ft

Height under the rotary table beams

4100 mm

13,45 ft

Maximum static load on the rotary table beams

1250 kN

140 short tones

Maximum load on rod cushions

2 x 450 kN

2 x 50 short tones

Rotary table type

Derrick floor dimensions

6900 x 6140 mm

22.63 x 20,14 ft

Simultaneous total load

2150 ( 1250 + 2 x 450 ) kN

241 short tones

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FOLDABLE substructure ( H = 5.66 m )

Work platform height

5660 mm

18,56 ft

Height under the rotary table beams

4700 mm

15,41 ft

Maximum static load on the rotary table beams

1600 kN

180 short tones

Maximum load on rod cushions

2 x 600 kN

67 short tones

Rotary table type

Derrick floor dimensions

6900 x 6106 mm

22.63 x 20 ft

Simultaneous total load

2800 ( 1600 + 2 x 600 ) kN

314 short tones

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FOLDABLE substructure ( H = 6,1m )

Work platform height

6100 mm

20,01 ft

Height under the rotary table beams

5140 mm

16,86 ft

Maximum static load on the rotary table beams

1770 kN

199 short tones

Maximum load on rod cushions

2 x 785 kN

2 x 88 short tones

Rotary table type

Derrick floor dimensions

8060 x 6420 mm

26.44 x 21,06 ft

Simultaneous total load

3528 kN

396 short tones

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Drilling Rig Masts Types

The drilling rig mast, equipped with a crownblock, constitutes together with the travelling block and the drawworks, the load handling system, supporting the load during the work and allowing through its construction the lowering and raising of the drill string or tubing column.

It is a welded metal construction, profiled transversely in a “U” shape, made of pipe ( square, rectangular, round ) or open profiles. It can be double ( with two sections ) or single ( with one section ) depending on its length. Putting the mast up and down, as well as its telescoping is done hydraulically.

The mast is anchored with a set of resistant anchors to the chassis of the rig and with a set of external ground safety anchors. It is transported in a horizontal position above the cabin of the chassis and the rig equipment, having a support in the front, while in the back relying on its fixed section.

Oil Rig Substructure Functions

Folding parallelogram type drilling rig substructures are complex metal constructions consisting of welded subassemblies, easy to assemble / disassemble, assembled by fork-tongue-bolt system joints, equipped with substructure folding device, access stairs and panels, which ensures the movement of service personnel between the derrick floor, the ground, and the rod ramp, in conditions of work safety.

The oil rig substructure is intended for:

  • Supporting the rotary table and taking over its loads;
  • Taking over the loads of the drill rods;
  • It constitutes the working platform around the rotary table, ensuring the circulation of the service personnel, the location of the command, control, and handling devices, as well as the storage of the drilling tools and equipment.

Reliable drilling rig manufacturer UPET offers drilling rig machines and components to them.

Drilling Rig Mast and Substructures from UPET

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