Formwork

[edit] Introduction

Formwork is the term used for the process of creating a temporary mould into which concrete is poured and formed. Traditional formwork is fabricated using timber, but it can also be constructed from steel, glass fibre reinforced plastics and other materials.

While formwork is a broad term that is used in relation to the forming process using a wide variety of materials, shuttering is a term that is often used to refer to the process of using plywood to form the mould.

Shuttering is perhaps the most popular type of formwork and is normally constructed on site using timber and plywood. A special grade of plywood is necessary for shuttering, and it must be water-resistant. It is easy to produce, although it can be time consuming for larger structures. It is used when the labour costs are lower than the cost of producing re-usable formwork from materials such as steel or plastic. It also has the advantage of beingat a significant amount of concrete can be poured at once.

Simple plank shuttering can be used for the construction of a path or hardstanding. The planks should be trimmed so they are level with the top surface of the slab, allowing a tidy concrete finish to be achieved.

[edit] Formwork specifications

When selecting formwork, the type of concrete and temperature of the pour are important considerations as they both effect the pressure exerted.

The formwork sides must be capable of resisting the hydrostatic pressure of the wet concrete which will diminish to zero within several hours depending on the rate of setting and curing.

The formwork base or soffit must be capable of resisting the initial dead load of the wet concrete and the dead load of the dry set concrete.

Once the concrete has gained sufficient strength the formwork can be struck (removed). A minimum value of 5 N/mm2 is recommended in all cases when striking vertical formwork as so not to damage the permanent concrete in the process.

High quality workmanship and inspection are necessary to ensure a high standard and appearance of the resulting concrete structure.

Both shuttering and formwork in its various forms will be supported by falsework. This refers to poles, stabilisers, or other units that keep the shuttering or formwork in place as the concrete dries. For more information, see Falsework.

[edit] Beam formwork

Formwork for beams takes the form of a three-sided box which is supported and propped in the correct position and to the desired level. The removal time for the formwork will vary with air temperature, humidity and consequent curing rate. Typical striking times are as follows (using air temperature of 7-16 ºC):

• Beam sides: 9-12 hours.
• Beam soffits: 8-14 days.
• Beam props: 15-21 days.

[edit] Column formwork

This consists of a vertical mould of the desired shape and size of the column to be poured. As a means of keeping the formwork material thickness to a minimum, horizontal steel or timber clamps (or yokes) are used at equal centres for batch filling and at varying centres for filling that is completed in one pour.

The head of the column formwork can be used to provide support for the beam formwork, but while this gives good top lateral restraint it can make the formwork complex. Alternatively, the column can be cast to the underside of the beams. Later on, a collar of formwork can be clamped around the cast column to complete the casting and support the incoming beam formwork.

[edit] Plastic formwork

Re-usable plastic formwork is generally used for quick pours of concrete. The formwork is assembled either from interlocking panels or from a modular system and is used for relatively simple concrete structures. It is not as versatile as timber formwork due to the prefabrication requirements and is best suited for lost-cost, repetitive structures such as mass housing schemes.

Stay-in-place structural formwork is generally assembled on site using prefabricated fibre-reinforced plastic. It is used for concrete columns and piers and stays in place, acting as permanent axial and shear reinforcement for the structural member. It also provides resistance to environmental damage for both the concrete and reinforcing bars.

Proprietary systems are used to support vertical formwork while concrete cures, consisting of a series of tubes and ties.

[edit] Requirements of good formwork

The following requirements should be satisfied by good formwork:

• Strong enough to withstand dead and live loads.
• Capable of retaining its shape by being efficiently propped and braced horizontally and vertically.
• Joints should prevent leakage of cement grout.
• Should be capable of being removed in various parts without damaging the concrete.
• Material used be suitable for reuse.
• Should be set accurately to the desired line.
• As lightweight as possible.
• Material should not warp or distort on exposure to the elements.
• Should rest on a firm base.

[edit] Related articles on Designing Buildings Wiki

• Architectural concrete.
• Caisson.
• CDM.
• Cement.
• Cofferdam.
• Concrete.
• Crane supports.
• Deleterious materials.
• Designers.
• Design liability.
• Demolition.
• Facade retention.
• Falsework.
• Hoists.
• Plywood.
• Rebar.
• Reinforced concrete.
• Scaffolding.
• Shoring.
• Slip form.
• Temporary works.
• Trench box.
• Trench support.

[edit] External references

• BS5975:2008 + A1: 2001 Code of Practice for Temporary Works Procedures and the Permissible Stress Design of Falsework (BSI 2011).

Comments

Hi!,

I'm foreigner, and my birth language isn't English. Could you please clarify how to name a drawing which show structure elements on plans, dimensions, levels, openings, etc. I am not a German, but form theirs background, they called such drawing "Schalplan" which is translated directly as "formwork" plan in English. In my opinion on English field "formwork plan" is addressed directly to fromwork. It doesn't describe the elements of structure, but show how to build the formwork before concerting works.

Right now, for describing elements of structure: dimensions, openings, level, I use therm of GA-plans. But this days I'm not sure, whether it's adequate, as some one could say, that GA-plans is more like overview and it shouldn't present exact information as dimensions of detail structural elements.

thank you in advance

Sorry for my English ;).