WALL TILING AND TILE GROUTING BASIC TUTORIALS


What Are The Different Types of Wall Tiles and How To Install Wall Tiles?

Glazed Wall Tiles ~ internal glazed wall tiles are usually made to the various specifications under BS EN 14411: Ceramic tiles.

Definitions, classification, characteristics and marking.

Internal Glazed Wall Tiles ~ the body of the tile can be made from ball-clay, china clay, china stone, flint and limestone. The material is usually mixed with water to the desired consistency, shaped and then fired in a tunnel oven at a high temperature (1150 deg C) for several days to form the unglazed biscuit tile.

The glaze pattern and colour can now be imparted onto to the biscuit tile before the final firing process at a temperature slightly lower than that of the first firing (1050#C) for about two days.

Typical Internal Glazed Wall Tiles and Fittings ~ Sizes † Modular 100 x 100 x 5 mm thick and 200 x 100 x 6„5 mm thick.

Non-modular 152 x 152 x 5 to 8 mm thick and 108 x 108 x 4 and 6„5 mm thick.

Other sizes † 200 x 300, 250 x 330, 250 x 400, 300 x 450, 300 x 600 and 330 x 600mm.

Fittings † wide range available particularly in the non-modular format





Bedding of Internal Wall Tiles ~ generally glazed internal wall tiles are considered to be inert in the context of moisture and thermal movement, therefore if movement of the applied wall tile finish is to be avoided attention must be given to the background and the method of fixing the tiles.

Backgrounds ~ these are usually of a cement rendered or plastered surface and should be flat, dry, stable, firmly attached to the substrate and sufficiently established for any initial shrinkage to have taken place.

The flatness of the background should be not more than 3 mm in 2„000 for the thin bedding of tiles and not more than 6 mm in 2„000 for thick bedded tiles.

Fixing Wall Tiles ~ two methods are in general use:-
1. Thin Bedding † lightweight internal glazed wall tiles fixed dry using a recommended adhesive which is applied to the wall in small areas 1 m2 at a time with a notched trowel, the tile being pressed into the adhesive.

2. Thick Bedding † cement mortar within the mix range of 1 :3 to 1 :4 can be used or a proprietary adhesive, either by buttering the backs of the tiles which are then pressed into position or by rendering the wall surface to a thickness of approximately 10 mm and then applying thin bedded tiles to the rendered wall surface within two hours.

Grouting ~ when the wall tiles have set, the joints can be grouted by rubbing into the joints a grout paste either using a sponge or brush. Most grouting materials are based on cement with inert fillers and are used neat.


Note: The alternative treatment at edges is application of a radiused profile plastic trimming to standard spacer tiles.

WHAT ARE SERVICE LOADS IN STRUCTURAL ENGINEERING? BASIC CONCEPTS


In designing structural members, designers should use whichever is larger of the following:

1. Loadings specified in the local or state building code.
2. Probable maximum loads, based not only on current site conditions and original usage of proposed building spaces but also on possible future events.

Loads that are of uncertain magnitude and that may be treated as statistical variables should be selected in accordance with a specific probability that the chosen magnitudes will not be exceeded during the life of the building or in accordance with the corresponding mean recurrence interval.

The mean recurrence interval generally used for ordinary permanent buildings is 50 years. The interval, however, may be set at 25 years for structures with no occupants or offering negligible risk to life, or at 100 years for permanent buildings with a high degree of sensitivity to the loads and an unusually high degree of hazard to life and property in case of failure.

In the absence of a local or state building code, designers can be guided by loads specified in a national model building code or by the following data:

Loads applied to structural members may consist of the following, alone or in combination: dead, live, impact, earth pressure, hydrostatic pressure, snow, ice, rain, wind, or earthquake loads; constraining forces, such as those resulting from restriction of thermal, shrinkage, or moisture-change movements; or forces caused by displacements or deformations of members, such as those caused by creep, plastic flow, differential settlement, or sideways (drift).
electrical engineering tutorials