Main
     components

Material grade

member

rod

crane boom

mast

Main materials

Q355B

Q355B

Q355B

auxiliary materials

Q355B

Q355B

Q355B

Main dimensions and parameters

Job level

A3

Rated lifting torque (kN · m)

Maximum rated lifting load (kN)

50/50

Working radius (m)

2.3～18

950

Rated unbalanced torque (kN · m)

Rated lifting load (kN) of double hooks under rated unbalanced torque.

50/37.5

Working radius of double hooks at rated unbalanced torque (m)

18/18

237.5

Free height H (m)

18

Independent height (m)

18

Pole length at maximum installation height (m)

146

Maximum installation height: Pole lifting height (m)

143

boom length (m)

17.3 meters

Mast height (m)

18

Component dimensions/material specifications, mm

Size/Specifications

ordinary section of rod

Rod Reinforcement Section

Rod base section

Standard boom section

Mast Standard Section

Mast transition section

length

2000

2000

2000

4000

2000

1500

Cross-sectional width

800×800

800×800

800×800

600×600

800×800

800×800

Main materials

∠ 90×90×7

∠ 110×110×10

∠ 110×110×12

∠ 80×80×6

∠ 100×100×10

∠ 110×110×10

Inclined auxiliary material

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

Horizontal auxiliary material

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

∠ 63×63×5

Flange face main material

∠ 80×80×7

∠ 90×90×7

∠ 110×110×8

∠ 80×80×6

∠ 90×90×7

∠ 110×110×8

Standard number of sections

Standard Section

Number of standard pole sections at maximum installation height

Standard number of sample rod sections

Ordinary standard section

58

0

Strengthen Standard Section

14

8

Base section

1

1