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Press Section

OCS Offsite Construction Magazine, Winter 2005

When the starting point is the finish

The precise cladding industry has now come of age and, as STEPHEN MADDALENA, Chairman of the ARCHITECTURAL CLADDING ASSOCIATION, explains, is able to produce virtually any finish and effect called for by architects.

Thanks to the universality of the personal computer, the acronym WYSIWYG has become part of our language and is today used in fields other than IT. When it comes to concrete finishes, however, a better acronym would be WYWIWYG – what you want is what you get. For the fact is that the precast-cladding industry is now able to produce virtually any finish and effect called for by architects. Achieving these requires a wide range of techniques, starting with mix design and embracing a whole host of pre- and post-casting treatments.

In addition to the aesthetic argument, casting concrete cladding off site improves quality and safety, improving efficiency and productivity on site and offering programme and price certainty. Waste during production is negligible and as a building ages – the life expectancy of such cladding being at least 60 years.

Essentially, precast-cladding panels to BS8297 have two generic types of surface finish that, combined with ability to design robust three dimensional shapes and profiles, offer the widest choice of façade design and construction to the architect. These generic types are ‘self finishes’, where the concrete surface is on view and ‘applied finishes’, where materials other than concrete are applied to and supported by the precast concrete.

Whichever technique is used, false joints and other profiles may be formed by timber ribs in the mould. False joints are particularly appropriate on large panels to break up the surface into smaller elements in appearance. This gives a natural effect on acid etched panels and improves the weathering properties.

SELF FINISH

Self finishes exploit the ability of the precast manufacturer to design concrete mixes by selecting the cement (white or grey) and the aggregate with the option of adding a range of stable purpose-made pigments. As part of the manufacturing and finishing processes, the exposed surfaces are generally textured to produce a range of effects Typical surface treatments are:

  • acid etching, surface retarding and wash-off

  • rubbing

  • grit blasting

  • bush hammering

  • mechanical grinding and polishing.

Whichever technique is used, false joints and other profiles may be formed by timber ribs in the mould. False joints are particularly appropriate on large panels to break up the surface into smaller elements in appearance. This gives a natural effect on acid-etched panels and improves the weathering properties. Rubber mould liners produce a huge range of textures and profiles.

ACID ETCHING OR SURFACE RETARDING

Etching with dilute hydrochloric acid removes surface laitance to expose the sand and tips of the main aggregate in the mix to produce a stone-like texture. The depth of exposure can be varied to produce relatively fine texture to a deeper etch that exposes the aggregate in a more pronounced way. Such etching is a highly sensitive process that calls for experienced concrete finishers. However, not all surfaces are suitable for such treatment. Vertical cast surfaces, such as return ends, are likely to have blow holes caused by air entrapped against the mould side and etching will make these more visible. To overcome this, the blow holes can be filled with a paste of cement and fine aggregate in the same proportions as the design mix of the main body of the panel. A final acid etch completes the process to produce a consistent surface. It is worth noting also that the attitude of casting (ie: face down or vertical surfaces) will produce subtle differences in appearance of the finished surface.

Very shallow acid etching should be avoided since consistency of finish is virtually impossible to achieve and does not deal with the removal of surface laitance,

Coarser textured surfaces can be obtained by applying a proprietary retarder to the surface of the mould to delay the hardening of the cement in contact with it. When the unit is removed from the mould, typically the day after casting, the retarded surface is brushed and washed to expose the main aggregate. Face-up surfaces do not require a retarder: instead, shortly after initial set, the surface is sprayed with a fine water jet to wash-out the top portion of sand and cement to expose the main aggregate.

RUBBING

Surface laitance may be removed with a hand stone or orbital sander The result is often referred to as a honed finish.

GRIT BLASTING

Grit blasting uses proprietary pressure-jetting equipment using air or water as the propellant. Grades of fineness/coarseness of the grit employed will determine the depth of exposure achieved. The effect is similar to acid etching but as grit blasting is more vigorous, the depth of exposure of the aggregate is greater. In addition the aggregates are partially abraded, distinguishing the result from acid etching.

BUSH HAMMERING

Even more vigorous than grit blasting, bush hammering involves roughening the surface using a mechanical pneumatic/electric hand-held machine equipped with a variety of tools from needles to various chisel star points. The finish produced is visibly more aggressive owing to the exposure and shattering of the surface of the main aggregate.

MECHANICAL GRINDING AND POLISHING

Although expensive and time-consuming, polishing concrete can produce spectacular results. Hand-held or specialist polishing machines initially grind the surface of the concrete to section the aggregate. Final polishing is achieved using fine polishing wheels, the lubricant being water. The degree of polish achieved varies according to the hardness of the aggregate and ranges from a honed effect to a high polish.

APPLIED FINISHES

Applied finishes include bricks, brick slips, tiles, terracotta, slate, granite or limestone pre-assembled in the mould before the concrete is cast to produce large wall-cladding panels. The technique can realistically replicate brickwork and stonework, eliminating a large element of on-site trade requirements and speeding construction. As skilled tradesmen become ever more scarce, the use of such 'artificial' brickwork is becoming more widespread. An advantage is that any form of brick bonding can be achieved.

BRICKS, SLIPS AND TILES

Brick types are subject to a degree of selection to satisfy tolerances and bonding issues. A machine-made brick with three perforation holes is typical. To produce a dovetail key effect, bricks are cut longitudinally over centre and laid to a grid in the mould. Special bricks are cut or formed to produce shapes and keys. Grout-seal strips are then inserted into the brick joints and the concrete is cast. Panels are finished by removing the grout-seal strips and gun-pointing the joints with a colour-matched proprietary mortar Tiles and brick slips are treated similarly to cut bricks and are cast face-down in a mould with a grid of timber strip or a rubber mat with a grid form. In every case, an effective bond must be established. An individual precast cladding panel may incorporate more than 1 000 brick slips.

Proprietary terracotta cladding tiles with extrusion holes are split to give very effective bonding grooves on the inside surface. The terracotta tiles are set in a gridded mould and, when cast with open joints, the precast panel acts as a rain screen.

STONE FACINGS

Typical stone facings are granite, limestone and slate. Hard stone such as granite is applied as a veneer at least 30mm thick, while other stones such as Portland limestone are applied no thinner than 50mm. This economy in material can often enable a project to go ahead when traditional stonework would be too expensive.

Stone-veneer panels, potentially incorporating in excess of 100 individual facing stones that are drilled in the back face, enable the precaster to bond in 60mm stainless-steel dowels at a rate of not less than 11 per square metre. The dowels are set at 60° to the stone face and alternate rows of dowels are reversed. A flexible grommet is fitted to the dowel at the stone face and the rear face of the stone is treated with a de-bonding agent. The combined effect of the grommet and the de-bonder enables the stone to move relative to the backing concrete panel to accommodate differential thermal movement. Stone-to-stone joints are a minimum of 5mm per BS8298: 1994 table 10 and are grout-sealed in the mould with waterproof tape to prevent penetration by the backing concrete.

CHOOSING A FINISH

With self finishes, the precaster has a library of samples from which a selection can be made or which can be the starting point for the preparation of a unique finish. After selection, a panel at least 1 sq m should be cast to production standards.

Samples must replicate actual manufacturing conditions. For example, face-down finishes will be subtly different from tall vertical-face finishes,

A similar selection process must be used with applied finishes, involving the supplier of the brick, natural stone, etc. The approved sample must be permanently displayed in the factory to give production staff a continuous reference.

On large contracts, the employer/architect should instruct the precaster to construct a mock-up to enable the finishes and details to be viewed at full scale and perhaps modified as a result. The viewing distance of finished units should generally be not less than 3m. The exception is where the finished units can be viewed on the building from a lesser or greater distance. On large projects and particularly for complex tight-tolerance units, a full-scale pre-manufacture prototype should be considered. The architect should arrange regular inspection visits during the manufacturing period.

WEATHERING

Varying conditions of lighting and weather will cause different colour shading. Units manufactured to what was deemed to be acceptable at the time of production change tone during storage and construction. When a unit is placed adjacent to a component manufactured some weeks or months earlier a distinct difference in colour shade should initially be expected. Time must be allowed for the units to mature to a consistent appearance.

STEPHEN MADDELENA is Joint Managing Director of the MARBLE MOSAIC COMPANY LTD.

 

 

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