Jumpform v slipform - Revision history

Editor at 15:17, 9 December 2020

2020-12-09T15:17:05Z

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	* Temporary works.		* Temporary works.

−	[[Category:Construction_techniques]]	+	[[Category:DCN_Definition]] [[Category:DCN_Guidance]] [[Category:Construction_techniques]]

Designing Buildings at 10:13, 16 January 2020

2020-01-16T10:13:22Z

← Older revision		Revision as of 10:13, 16 January 2020
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	* Structural steelwork.		* Structural steelwork.
	* Temporary works.		* Temporary works.
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Designing Buildings: moved Differences between jumpform and slipform climbing formwork systems to Jumpform v slipform

2020-01-09T16:52:08Z

moved Differences between jumpform and slipform climbing formwork systems to Jumpform v slipform

← Older revision

Revision as of 16:52, 9 January 2020

Designing Buildings at 16:51, 9 January 2020

2020-01-09T16:51:33Z

← Older revision		Revision as of 16:51, 9 January 2020
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−	~~Differences between jumpform and slipform climbing formwork systems~~	+	= Introduction =

−	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 ~~sometimes called~~ climb-form systems.	+	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.		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 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.	+	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.

−	~~For any new construction, the shape of the formwork will usually be different to that used before as buildings tend to differ in size, configuration and shape.~~ However, there are important differences between the two systems in terms of operation, speed and the result achieved ~~that should be noted~~.	+	However, there are important differences between the two systems in terms of operation, speed and the result achieved.

	= Jumpform =		= Jumpform =

−	Typically, jumpform is used on buildings ~~over~~ five storeys high although if a fully-climbing system it can be applied to 20-storeys and ~~above~~. 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 where the resulting joints between jumps will be concealed at every level e.g by the floors of a building.	+	Typically, jumpform is used on buildings more than five storeys high, although if a fully-climbing system, it can be applied to 20-storeys and more.
		+
		+	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.

	Jumpform can be very productive, fast and efficient yet minimise the labour required and craneage costs. There are three main type of jumpform:		Jumpform can be very productive, fast and efficient yet minimise the labour required and craneage costs. There are three main type of jumpform:
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	Slipform typically has three platforms – a lower platform for concrete finishing; a middle platform at the top level of the concrete being poured, and an upper platform for storing materials.		Slipform typically has three platforms – a lower platform for concrete finishing; a middle platform at the top level of the concrete being poured, and an upper platform for storing materials.

−	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 ~~day~~ joints, an effect which may be required where the finished structure will be visible e.g bridge pylons or a chimneys. However, ~~slipforming, due to its continuous pour method of construction,~~ 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.	+	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 =		= Related articles on Designing Buildings Wiki =
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	* Structural steelwork.		* Structural steelwork.
	* Temporary works.		* Temporary works.
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−	~~= =~~

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Differences between jumpform and slipform climbing formwork systems

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 sometimes called 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 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.

For any new construction, the shape of the formwork will usually be different to that used before as buildings tend to differ in size, configuration and shape. However, there are important differences between the two systems in terms of operation, speed and the result achieved that should be noted.

= Jumpform =

Typically, jumpform is used on buildings over five storeys high although if a fully-climbing system it can be applied to 20-storeys and above. 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 where the resulting joints between jumps will be concealed at every level e.g by the floors of a building.

Jumpform can be very productive, fast and efficient yet minimise the labour required and craneage costs. There are three main type of jumpform:

* 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.

There could also be trailing platforms and screens that can be used to help workers apply any required finishing to the concrete or retrieve anchors used on the pour below.

Jumpform systems are highly engineered and so can be quickly and accurately adjusted in all planes. However, they depend on the availability of a skilled workforce on site.

= Slipform =

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.

Slipform typically has three platforms – a lower platform for concrete finishing; a middle platform at the top level of the concrete being poured, and an upper platform for storing materials.

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 day joints, an effect which may be required where the finished structure will be visible e.g bridge pylons or a chimneys. However, slipforming, due to its continuous pour method of construction, 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 =

* Architectural concrete.
* Concrete.
* Falsework.
* Formwork.
* Reinforced concrete.
* Scaffolding.
* Slip form concrete.
* Structural steelwork.
* Temporary works.

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