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FACING BRICKS IN CLINKER |
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Application instructions |
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As these bricks present lower suction levels that normal bricks, the mortar used to lay them must present special features as ceramic parts hardly alter the water content of the mortar. Consequently, the mortar must only contain the amount of water necessary for its correct hydration. If there is too much water in the mixture, it will not be absorbed by the brick, delaying the drying process and dripping down the facade causing stains. In order to reduce the amount of water in the mixture without affecting the usability of the mortar, we recommend adding plasticising agents. This will provide mortar that is easy to apply but with lower water contents that make it more cohesive when fresh. In the case of low suction bricks, we recommend the use of mortar with the above-mentioned features and, if the mixture is prepared on site, the following must be taken into account: - Do not use sand but fines, avoid excess gross solids. - Stoneware bricks must be completely dry when laid; therefore remove the plastic wrap on the pallet at least two days before laying the bricks. Dampness: Stoneware bricks must not be dampened before laying. Cutting: - Stoneware bricks must be completely dry to cut; after cutting, let them dry perfectly for 48 hours to eliminate all moisture caused by cutting. Expansion joints: When designing a facing brick wall, take into account the need for expansion joints, as the materials used contract and expand with changes in dampness and temperature. Apart from the relevant joints on the wall, you must always respect the building's structural joints. Key joints: These are elements used to block or link the two sheets or sides of a brick wall. They help improve the stability of a wall.
When you wish to connect the two sections of the exterior face with the interior face, use T shape key joints that are coated at both ends. The type of key joint used must be specified in the project. Follow the installation instructions mentioned in the brick-laying chapter.
On site layout: Choose pieces randomly for the on site layout. Proceed with maximum precision and care.
Bond is defined as the way bricks are placed to guarantee the solidity of the construction. There are as many solutions and possibilities as the design allows, but always in compliance with the NTW-FFL: "Pieces below the size of 1/2 a brick may not be used, any type of bond may be used, with overlaps that are not less than 1/4 the size of the bond minus one joint."
From an aesthetic point of view, if facing bricks are used, the bond used is of great importance as it forms part of the general aspect of the wall. This will be of one or more brick widths. The following expressions are usually used: 1 width = 1/2 foot 2 widths + 1 joint = 1 length = 1 foot The different types of bonds include the following combinations: Stretcher bond The piece is laid on its base lengthwise. The bricks are laid parallel to the wall.
Header bond The piece is laid on its base and the header is parallel to the wall.
Stretcher and header bond The bricks are combined in different ways, either in alternate layers (English and Belgian bond) or in the same layer (Flemish and Dutch Bond).
Corners A project must always plan the type of bond used, study the ways the pieces meet and the important points in the design of a building. Bonding laws must always be complied with even when special elements are uses, especially on the corners. When pieces meet, if the bond between the parts cannot be performed correctly, reinforcements will be used.
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