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
Applications Field
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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