- Project plans
- Project activities
- Legislation and standards
- Industry context
- Specialist wikis
Last edited 09 Dec 2020
Jumpform v slipform
Jumpform and slipform are both systems of concrete construction that use a self-climbing formwork to construct multi-storey structures, typically building cores and shafts, as well as chimneys and silos. They are both climb-form systems.
In both cases, formwork into which concrete is poured, climbs vertically up the structure being constructed; sometimes this is from power provided by hydraulic rams and electric motors and can mean that craneage is reduced to a minimum. Both systems feature one or more decks or platforms surrounding the construction for workers to carry out the necessary operations as construction proceeds, such as pouring and monitoring concrete compaction, placing reinforcement and finishing the concrete.
Whether slipform or jumpform, the formwork is supported on the concrete that has already been cast below it, so it does not rely on support from other parts of the building; this allows the shaft or core to progress ahead of the rest of the building works.
Jumpform is characterised by progression in a series of steps or ‘jumps’, progressing to the next section only after the concrete in the previous one has achieved the necessary strength. For example, after a 2m section has been poured and set, the formwork is ‘jumped’ to pour the next 2m section. The system is particularly suited to situations where the resulting joints between jumps will be concealed at every level e.g by the floors of a building.
- Normal – involves formwork that is lifted off by crane and reattached at the next level above.
- Guided – similar to the normal method above but units remain anchored to the structure during the raising operation by crane. This method can be safer and more controlled.
- Self-climbing – this type of jumpform is raised on rails and so does not require a crane.
Slipform is a continuous pour system involving a self-climbing formwork that supports itself on the core or shaft being constructed, moving slowly over the concrete as it is cast in a continuous, monolithic pour. It can be used to achieve tapered structures with walls of diminishing thickness and is regarded as being more economical when used for structures over seven storeys high.
Normally advancing at a rate of around 300mm per hour, slipform can be regarded as a method of vertical extrusion. This can result in a smooth, continuous concrete finish without any joints, an effect which may be required where the finished structure will be visible e.g bridge pylons or a chimneys. However, slipform may entail higher costs due to the required round-the-clock working until the necessary height of structure has been achieved. Like jumpform, it also requires the availability on site of a small, highly-skilled workforce.
 Related articles on Designing Buildings Wiki
Featured articles and news
Creating comfortable climates despite extreme temperatures.
Study examines how adjustable arrangements can succeed.
Government announces plans to improve accessibility.
Resource addresses pandemic-related NEC4 contract issues.
Incorporating EDI into the provision of fair access.
Government announces global innovation strategy.
An architectural biography. Book review.
The house where the future king of France lived.
The teacher, architectural technologist and mum offers her insights.
Careful planning needed as supply chain issues continue.
The sensitive conversion of a neglected Cornwall structure.
Plan stresses local involvement in city, town and village development.