Double Girder Railroad Semi Gantry Crane
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Double Girder Railroad Semi Gantry Crane

Double Girder Railroad Semi Gantry Crane

Double Girder railroad Semi Gantry Crane is a variant of the double girder gantry crane. The legs of the semi gantry crane have a height difference, which can be determined according to the civil engineering requirements of the site.

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Product Introduction


Double Girder railroad Semi Gantry Crane is a variant of the double girder gantry crane. The legs of the semi gantry crane have a height difference, which can be determined according to the civil engineering requirements of the site. According to the needs of the production environment, when the choice of ordinary double girder gantry crane or double-girder bridge crane is not ideal, the double girder semi gantry crane is also a better solution. One end of the beam travels on the crane beam, while the other end beam travels on the ground. Compared with the double girder bridge crane, it saves investment and space. Compared with the double girder gantry crane, it saves the production space and indirectly saves the space cost in the long run. Therefore, it is often used in modern production. The working level can reach A3-A6.

railroad gantry crane

2. Parameters:


Lifting weight

t

5t

10t

Span(S)

m

18

22

26

30

35

18

22

26

30

35

Lifting height

m

10

10

12

12

12

10

10

10

12

12

Lifting speed

m/min

12.5

8.5

trolley speed

m/min

37.2

43.8

cart speed

m/min

37.7

40.1

37.7

40.1

Installed capacity

KW

31.8

31.8

31.8

40.8

40.8

36.5

36.5

45.5

45.5

45.5

maximum wheel pressure

KN

217

230

243

266

289

225

228

245

290

310

Recommended track for carts

 

P43

P43

Main dimensions

mm

18

22

26

30

35

18

22

26

30

35

Overall height of crane

H4

13374

14474

13524

15606

15698

14580

14580

14580

16590

16590

Big wheel base

W

7000

7000

8500

8500

8500

8000

8000

8500

9500

9500

Overall width of crane

B

8554

8554

13050

13050

13050

9554

9554

10350

11350

11350

left cantilever

L1

6500

6500

6500

9000

9000

6500

6500

7500

9000

9000

right cantilever

L2

6500

6500

6500

9000

9000

6500

6500

7500

9000

9000

Hook left limit

S1

5000

5000

5000

7500

7500

5000

5000

6000

7500

7500

Hook right limit

S2

5000

5000

5000

7500

7500

5000

5000

6000

7500

7500

Trolley gauge

K

1400

2000


3. Component:


Double Girder railroad Semi Gantry Cranes are generally composed of three major parts: mechanical, electrical and metal structures.

Mechanical part: It is divided into three mechanisms, namely the hoisting mechanism, the trolley operating mechanism and the cart operating mechanism.

The hoisting mechanism (winch trolley) is used to lift objects vertically, and the trolley operating mechanism is used to move laterally with a load; the cart running mechanism is used to move the hoisting trolley and the goods longitudinally, so as to achieve the three-dimensional space for handling and loading and unloading goods.


4. Applicable Environment:


Double main girder semi-gantry cranes are used to transport materials in fixed spans such as factories, power stations, warehouses, stock yards, etc., install and maintain equipment, It is often used in factories, mines, enterprise workshops, warehouses, etc. for general loading and unloading and lifting and transporting indoor or outdoor fixed spans. The working environment temperature is -20-40 ℃. Not suitable for lifting flammable, explosive dangerous goods or high temperature liquid metal.

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5. Wearing Parts:

Customized Double Girder Semi

6. Transportation:

railroad gantry crane quotation

7. How to operate?

Customized Double Girder Semi Gantry Crane

8. Tips on hook maintenance standards:


(1) Disassemble and inspect the hooks, shafts, beams, pulleys, and bearings and clean and lubricate them. The hooks, beams, and pulley shafts are not allowed to have cracks. The threaded part should not be loose, and the bearings are in good condition. Those with knife marks or cracks should be replaced;

(2) check the wear condition of the dangerous section, if the wear of the dangerous section exceeds 10% of the original height, it should be replaced;

(3) For the test of the hook, after the overhaul, the hook should be tested and checked, suspended for 10 minutes at 1.25 times the rated load, and the elastic opening of the hook should not exceed 0.25% of the size of the junction. There should be no permanent deformation and cracks after unloading;

(4) The plate hook is repaired. After the plate hook is riveted, the gap between the plate and the plate should not be greater than 0.3mm.



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