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Crane Lifted Jump Form System For Core Wall Concrete

Minimum Order Quantity : 20 Piece Packaging Details : Pallet
Delivery Time : 30-45 work days Payment Terms : L/C, T/T
Supply Ability : 1000 Piece / year
Place of Origin: shanghai Brand Name: CF240
Certification: ISO and CE Model Number: Crane lifted formwork

Detail Information

Material: Q235 Steel, Timber Beam,Plywood Color: Hot-galvanize, Yellow,brown
Size: Width 2400mm Application: High Rise Buildings, Pylons,piers
Product Name: Jump Form System Type: Wall Formwork, Steel Formwork,Column Formwork,Climbing Formwork
High Light:

Crane Lifted Jump Form System

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Hot Galvanize Jump Form System

Product Description

Crane Lifted Jump Form System For Core Wall And Bridge Concrete

 

 

Features
Platform width: 2.40m

Formwork panel can be move back 70cm from the concrete wall

• Platform level can be adjusted to meet structure inclination up to 150

CF240 climbing formwork is safely anchored on concrete structure the whole working stage.
Only 1 anchor will be losted each casting step for one climbing bracket


Elements
• Large area formwork panel

• Climbing brackets CF240

• Panel travelling unit

• Anchoring system D20.0

 

The Concrete Pouring Process

Crane Lifted Jump Form System For Core Wall Concrete 0

 

Applications Field

Crane Lifted Jump Form System For Core Wall Concrete 1Crane Lifted Jump Form System For Core Wall Concrete 2

 

The main working principle of climbing mode

 

The climbing form lifting process is achieved by the climbing jack alternately lifting the guide rail and the climbing frame. The climbing frame and the guide rail are not connected to each other, and they can move relative to each other. During the operation of the climbing frame, the climbing frame and the guide rail are always supported on the embedded part support, and they are relatively static. After demolding, immediately install the load-bearing bolts, hanger body, and embedded part support on the climbing cone left after demolding. The lifting guide rail is realized by adjusting the direction of the pawl of the upper and lower reversing box. When the guide rail is lifted in place, after the newly installed embedded part support is in place, immediately remove the embedded parts support, climbing cone and other parts exposed after the guide rail is lifted at the lower platform. Then release all the knots on the climbing frame, adjust the direction of the upper and lower pawls, start the oil cylinder, and the climbing frame can be lifted. At this time, the climbing frame is moving relative to the guide rail, and the guide rail is stationary. Through the alternate attachment of the guide rail and the climbing frame to the pier column, they can lift each other. Layer promotion.

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