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The difference between formwork and falsework - MEVA Global (EN)
The difference between formwork and falsework
The pouring of concrete, like many construction processes, has its own set of jargon. An often-asked question about poured in-situ concrete is, what is the difference between formwork and falsework? However, in some regions – such as the USA – falsework is referred to as shoring instead. Whilst it can be easy to confuse these terms, they both have a different role to play during the installation of a concrete structure.
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What is concrete formwork?
Although the term “concrete buildings” conjures images of blocky and stark structures, concrete is an adaptable material that can be moulded into almost any form. As concrete is semi-liquid when it is poured, it needs to be moulded and contained in the desired shape until the concrete cures and becomes hard – this is the job of the formwork.
Formwork – or concrete forms – are often panels that can be attached together to form a mould in the desired location on site. The inside face of the formwork that will be in contact with the concrete is smooth to create a flat surface once the concrete has cured. The outer side is made up of a frame that the inner surface is attached to, which provides structural integrity and strength as well as a way to carry panels and join them together.
Formwork is not just limited to square or rectangular panels, however. For a circular mould, curved panels can be joined together to create a specific radius. In some cases, special formwork is created for unique or unusual shapes – such as the organic and free-flowing curves of some of Zaha Hadid Architects’ concrete buildings, or the parabolic arches of Felix Candela’s famous Los Manantiales restaurant in Mexico City.
So how does it work?
To create a poured in-situ concrete wall, two formwork panels are placed with the smooth interior facing each other. The distance between them will be the specified depth of the wall. Opposite panels are held in place using tie rods, which are steel rods that pass through the panel and hold the panels in place to create the mould.
After the concrete has cured, the tie rods are removed. Adjacent formwork panels are joined together with clamps, such as the innovative MEVA assembly lock, which provides a structurally continuous connection between the panels. To cope with the pressure that is exerted by the wet concrete, horizontal supports or shoring systems may be needed to stop the vertical panels from tipping over.
How sustainable is plastic-faced formwork?
Plastic-faced formwork includes a smooth polypropylene face that is attached to a steel frame. It is one of the most commonly used types of formwork, next to plywood. It offers better longevity, but is still a petroleum-derived plastic.
In terms of advantages, plastic facing is both durable and sustainable. Not only do the panels last longer than plywood, but they can also be easily repaired without affecting the performance should they get scratched or perforated – unlike plywood, which has a finite lifespan. For example, our alkus® all-plastic facing can be used up to 1,500 times – a considerable increase in comparison to plywood and up to six times more than many other plastic panels. Not having to continually re-order and replace formwork by being able to re-use or repair existing stock saves time and money, as well as raw materials. This increased longevity is a significant contributor to sustainability efforts.
Is plastic formwork easy to install?
A common concern is whether plastic formwork can be installed as easily as wooden formwork, which provides a high degree of flexibility. However, plastic formwork is just as adaptable. Just like plywood, plastic-faced formwork can be nailed and screwed together, and then repaired if needed for the next application. Cleaning the panels for re-use is simple – they can withstand high-pressure washing of up to bar (14,000psi), and because they are impervious to moisture, they will not warp or rot whilst in storage.
That said, there is a drive to reduce the amount of plastic we use, as plastics take a long time to biodegrade, can create microplastics which harm wildlife, and are derived from unsustainable sources such as crude oil and natural gas. In addition, there is also a low recycling rate of plastic in some countries, and plastic pollution and litter can be a further problem.
The polypropylene that is used in plastic-faced formwork, such as our alkus® all-plastic facing, is easy to repair and recycle without releasing any toxic chemicals during the recycling process. Polypropylene also consumes the least amount of energy during production, therefore producing the lowest carbon dioxide emissions when compared to other plastics. Our alkus® panels are also fully polypropylene with a smooth polypropylene face and polypropylene foam core, unlike other products which are simply plywood sheets with a plastic facing.
What is falsework or ‘shoring’?
Falsework – or shoring, in some regions – is a temporary structure that is used to support formwork in a horizontal position, using elements such as props and scaffolding. The concrete is then cast onto the formwork, and the falsework holds the formwork in place until the concrete has cured – for example, if casting a floor slab for a second storey building. In this case, the falsework would support formwork panels so the slab can be cast above ground. Another use for falsework would be to support the formwork for concrete arches or other unusual shapes.
However, falsework generally uses vertical elements, unlike the supports or shoring systems that are used to provide horizontal support to formwork panels. These are not falsework; instead, they are designed to help the formwork panels cope with the pressure that is exerted by the wet concrete until it cures.
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Why are formwork and falsework important?
Besides providing a mould for wet concrete, good quality formwork and falsework systems help keep site staff safe and contribute to the quality of the concrete finish. Formwork and falsework that is heavy or difficult to install increases the risk of manual handling injuries, as well as increasing the time required for installation. Even more importantly, if a formwork or falsework system collapses because it cannot handle the concrete pressure, site staff will be put at risk of serious injury.
Hence, it is vitally important to choose the right system for the loads that will be applied during service. The type of concrete used, the temperature and rate of the pour, as well as the volume being poured are all contributing factors when determining the concrete pressure and selecting an appropriate system.
The formwork chosen will also affect the final appearance of the concrete. For some applications, such as where the concrete will be covered by cladding, this may not be an important consideration. However, if the concrete will be on show, often a smooth, seamless finish is desired. Poured in-situ concrete is expensive to repair and replace, so achieving the specified finish the first time is preferable to spending time and money rectifying a surface that is marred from poor formwork.
Choosing the right solution
Tie-Rod Prestressing | MetalForming Magazine Article
In addition, when conducting plant audits, finding upper die shoes imprinted on the side of the press (Fig. 1) requires further inquiry. Inspectors can detect this condition visually or by feeling with a finger, and then find out if the press has become stuck on bottom and, if so, then learn how the condition was corrected. If the tie rods on just one side of the press were heated, they will have yielded and will remain loose. This will cause the upper-shoe imprinting problem on one side, as well as other problems.
For example, when using a tonnage monitor with column-mounted sensors, the monitor will not provide correct readings if the column preload is not maintained. In this case, the monitor will not register full press tonnage. Compressive preload on these tie rods holds the press structure together to approximately 200 percent of press capacity. In the event of a large overload, the safety factor will be exceeded and the tie rods will stretch, allowing the crown to lift from the top of the columns. This serves much like a safety valve to protect the other press parts. The amount of force developed in a catastrophic overload is limited by the yield strength of the tie rods. If the tie rods are stretched but not damaged, they can be retensioned.
Proper Prestressing
…of the press tie rods is essential to ensure the proper operation of a straightside press. Most press service manuals explain the correct procedure. It is very important to tighten each tie rod correctly and equally. An accepted practice throughout the industry has been to prestress press tie rods to 0. in./in. (0. in./ft., or 700 microstrain). The tensile stress developed in a mild-steel tie rod at this strain level is approximately 20 ksi. If heat is used to shrink the tie rods, actual stress will be somewhat less once the press members have cooled, due to the elasticity of the members held in compression.
Fig. 2 illustrates the application of a practical shop formula used to obtain the correct tie-rod preload. The constant “4” is universal and is not to be confused with 4 TPI (threads per inch of the tie rods). Stampers should use this formula to determine the amount of rotation needed for each nut (200 deg.); measure the required number of degrees with a protractor and mark it with chalk. If the top nuts require adjustment, the tie rods will need support. The tie rods then can be heated and the nuts adjusted.
Proper Heat Application
Presses designed for tie-rod prestressing with a torch have access holes in the columns or uprights through which the flame can be applied to the tie rods. Prior to heating, be sure to thoroughly clean any oil, grease and debris out of the column and press area. Also, keep portable fire extinguishers on hand and post a watchperson to observe the press pit during the heating process. Place mineral fiber insulation between the tie rods and sides of the columns to keep the uprights as cool as possible. This will decrease the amount of heat needed to expand the tie rods and help avoid damage to oil lines and wiring. Beware of wiring located too close to the areas being heated, and disconnect and pull wiring out of the as needed. Serious accidents and costly damage can result from damaged press wiring caused by careless tie-rod heating.
Heat all four tie rods gradually, moving the flame from one to the other in turn. Allow sufficient time for the concentrated heat to be conducted along a substantial length of each tie rod; for larger work, shops may require more than one torch. Take care to avoid overheating the work—if a small area of a tie rod receives excessive heat, the material may yield as the tie rod shrinks, resulting in insufficient prestressing. Before returning the press to service, allow the tie rods to cool completely and inspect for proper press alignment.
Alternatives: Electrical Heaters, Hydraulic Nuts
Stampers with presses outfitted with tie rods drilled for electrical tubular heaters (Calrod heaters, for example) can employ these for heating the press elements. Here it is important to have a set of four heaters available, as well as the required electrical current available. Ensure that the holes are free of oil and debris before inserting the heaters and initiating the heating process. Exercise patience, as it can take 30 to 60 min. to sufficiently heat and expand the tie rods to permit tightening the nuts as required.
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Note: Some presses feature hydraulic tie-rod nuts (Fig. 3). The hydraulic nuts are tightened up simultaneously and pressure is applied. Once the annular pistons have lifted, split shims are inserted and the pressure is released. MF
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