Gold Member Since 2016
Audited Supplier
Wincoo Engineering Co., Ltd.

Automatic Tank Lifter, Automatic Tank Hydraulic Jacking Sytstem, Hydraulic Jacking for Tank manufacturer / supplier in China, offering Tank Hydraulic Jacking up System/Top to Bottom Construction Way Jacks, T / I / H Beam Automatic Welding Line/ Automatic Weldng Machine for Steel Structure, Pipe Beveling/Facing Machine/Station for Pipeline Project and so on.

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Supplier Homepage Product Tank construction eqiupment Hydraulic jacking system Tank Hydraulic Jacking up System/Top to Bottom Construction Way Jacks

Tank Hydraulic Jacking up System/Top to Bottom Construction Way Jacks

FOB Price: US $3,000-150,000 / Piece
Min. Order: 1 Piece
Min. Order FOB Price
1 Piece US $3,000-150,000/ Piece
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Production Capacity: 5000
Transport Package: Container
Payment Terms: L/C, T/T, Western Union

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Basic Info
  • Type: Hydraulic Jack
  • Capacity (Load): 21-30T
  • Max Height: >400mm
  • Condition: New
  • Trademark: WINCOO
  • Origin: China
  • Structure: Hydraulic Jack
  • Power Source: Hydraulic
  • Certification: SGS, ISO 9001:2000
  • Engineer Oversea Service Is Available: More Than 5 Meter Tank
  • Specification: SGS, ISO9001, CE
  • HS Code: 8425421000
Product Description
We are able to provide complete solution for tank welding with different construction method, both bottom-to-top and top-to-bottom tank construction, hydraulic lifting system are especially designed for top-to-bottom tank erection.

The following short description gives the working procedure in outline. It can in certain details be modified when required.
 
Step 1.  The tank bottom - plates are placed on the prepared foundation and welded together.
Step 2.  The beams or lattice work of the roof are assembled and finally joined to the upper rim of the shell ring.
Step 3.  The jacking equipment is installed in the tank. The plates of the second shell ring (next to the top ring) are positioned outside the first one.
Step4.   The completed part of the tank (roof and top shell ring) is lifted hydraulically to a height at which the plates of the second ring can be moved into place and the roof sheeting can be completed.
Step5.   The plates of the second shell ring are located exactly and welded together to the lower edge of the first ring.
Step6.   The plates of the third shell ring are placed outside the second shell ring.
Step7.   The completed part of the tank (roof the two uppermost shell rings) is lifted.
Step8.   The above cycle of operations is repeated until the last (bottom) shell ring is finished.
Step9.    The entire tank is lowered down to the bottom plate and welded to this.
Step10.  The lifting equipment is dismantled.

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Mr. Jacky Nie
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