Last edited 05 Nov 2016

Screed

Contents

[edit] Introduction

Generally, concrete floors, other than those in buildings such as warehouses which may be left exposed, are covered with a screed layer. This is a layer of material, usually a sand and cement mix (sometimes with added fibres and other additives), generally laid to prepare for the installation of a floor covering, such as tiles, carpet or timber. Standards for screeds are set out in BS 8204, Screeds, bases and in-situ floorings.

The specification of screeds will vary depending on the requirement for:

  • Load-bearing capacity.
  • Durability.
  • Creating a level surface.
  • Providing a suitable base for flooring.
  • Providing a suitable wearing surface.

[edit] Types of screed

The most common types of screed include:

[edit] Bonded screed

The screed layer is fully bonded to the substrate using a primer or bonding agent. This method is commonly used for thinner screeds where heavy loading is expected and where there is not enough space available to lay an unbonded screed. The optimum thickness of a sand and cement bonded screed is generally in the region of 25-40mm. Care must be taken during the laying process to ensure de-bonding does not occur as this can lead to instability and ultimately, the screed may fail.

[edit] Unbonded screed

Instead of being bonded directly to the base, unbonded screeds are applied over a damp proof membrane (DPM) laid on top of the concrete base. The minimum thickness of an unbonded screed is usually in the region of 50mm. The advantage of an unbonded screed is that the flooring is not in direct contact with the main structure and so the potential impacts of settlement or shrinkage can be less problematic. The DPM creates a barrier preventing damp rising from the substrate.

However, this type of screed can be more prone to curling if dried quickly. Curling is a vertical distortion of the edges due to temperature differences or moisture content throughout the thickness of the screed. This can be prevented by adhering to minimum specified thicknesses and allowing for slow drying.

[edit] Floating screed

The screed is laid on top of insulation to create a thermally efficient floor. Floating screeds are commonly used where underfloor heating systems are provided or thermal or acoustic insulation is required. Floating screeds generally have a thickness greater than 65 mm for lightly-loaded floors and 75 mm for more heavily-loaded floors.

[edit] Screed over underfloor heating

This is where the floating screed layer is installed over underfloor heating pipes or insulation. The screed serves to conduct the heat evenly across the floor surface, avoiding hot or cold spots, and helps to retain heat for longer. In order that heat propagates only in the required direction of the room to be heated or cooled, the elements are inserted above insulating panels. Sand cement screeds require a minimum thickness of 65 mm, with the ideal being between 65-75 mm.

Where fibres are added or when using anhydrite screeds the minimum thickness may be reduced to 50 mm. Care must be exercised in allowing adequate drying time (usually around 21 days) before incrementally turning on the heating system, otherwise cracking may occur. Additives can be included in the screed mix to allow the drying time to be reduced.

[edit] Composition of screed

Most screeds are made from a 1:3 to 1:4.5 ratio of cement to sand. Enhanced screeds include additives to improve the properties of the standard screed. This can allow for faster drying times and extra strength if required.

Manufacturers also offer self-leveling screeds that can be pumped through a delivery hose and leveled with a dappling bar. The majority of these screeds are anhydrite compounds based on a calcium sulphite binder. Large areas can be covered more quickly, however, care must be taken to ensure this type of screed dries completely and it can be susceptible to water damage, so is not the most suitable screed for external or permanently wet areas.

All screeds expand and contract to some degree so large areas need to have expansion joints or crack inducer cuts in the screed to allow movement without cracking.

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