A method for realising a ceramic slab, comprising the following steps: arranging on a first deposition plane (50) a decorated layer (L2) provided with a decoration (200), gradually depositing the decorated soft layer (L2) from a head (H) to a tail (T); gradually transferring the soft layer (L2) by deposition from the first deposition plane (50) to a second deposition plane (83), placed at a lower height than the first deposition plane (50), starting from the tail (T) of the second soft layer (L2), gradually realising a second layer (L3) on the second deposition plane (83).

The present invention provides a system, method, and apparatus for producing a dimensionally stable extruded board product for use in surface coverings. The board product may be a basalt casting powder-based product for use as a substrate for wall or other surface coverings or may be used as a core layer in a modular floor covering unit. The modular floor covering unit comprises multiple layers. The layers are a thin cut stone veneer layer, a core layer with a density similar to that of the thin cut stone veneer layer, and an optional magnetically receptive underlayment layer. Other layers or combinations of layers may also be used.

The invention relates to a panel for constructing a floor or wall covering. The panel comprises a substantially planar top surface, at least one core layer composed of a composite material which core layer is provided with the cavities, and a bottom surface. The panel further comprises at least one pair of opposite edges, said pair of opposite edges preferably comprising complementary coupling parts configured for mutual coupling of adjacent panels.

A fire-rated flooring panel for use in forming a suspended floor, comprising: a bottom metal sheet layer; an upper re-enforced concrete layer overlaying the bottom layer; and a structural steel frame enclosing circumferential walls of the upper and lower layers.

A fire rated glass flooring system having blast and/or seismic loading resistance, comprising: (a) a plurality of glass flooring units (100a, 100b), each unit comprising a first layer (116) of glass and a second layer (118) of glass, the two layers being positioned one above the other and separated by one or more load transferring means (120a, 120b), wherein the first layer of glass is a structural glass and the second layer of glass is a fire rated glass, and having an upper surface and an edge comprising a load-transferring means of the one or more load transferring means; (b) one or more beams (112), arranged, in use, to support the units, wherein, at a boundary between two adjacent flooring units, the two flooring units are arranged, in use, to be secured to a beam of the one or more beams; and (c) one or more expansion joints (110), each arranged, in use, at the boundary between two adjacent flooring units. Each expansion joint comprises: (i) two clips (200a, 200b), each clip being arranged, in use, to be connected to the load-transferring means in one of the two flooring units; (ii) a resilient seal (202) arranged, in use, to sit between the two clips, the seal extending substantially to the upper surface of the two units; and (iii) a drainage means (204), the drainage means being located substantially below the seal and the two clips, and arranged, in use, to capture and drain away any liquid which passes the seal.

The decking anchors may have a primary portion and a secondary portion that are operatively coupled together, such as through a fastener. The primary portion may comprise one or more primary projections (e.g., first and second primary projections) and/or the secondary portion may comprise one or more secondary projections (e.g., first and second secondary projections). In a first position adjacent projections may be retracted towards each other. In the first position the anchor may be installed into a cavity of the decking panel. The anchor may be rotated into a pre-installed position, and a force is exerted on the anchor such that the projections contact the webs of the decking. In response to continued force the projections move with respect to each other such that the anchor is moved into an installed position (e.g., the adjacent projections extend with respect to each other).

The decking anchors may have a primary portion and a secondary portion that are operatively coupled together, such as through a fastener. The primary portion may comprise one or more primary projections (e.g., first and second primary projections) and/or the secondary portion may comprise one or more secondary projections (e.g., first and second secondary projections). In a first position adjacent projections may be retracted towards each other. In the first position the anchor may be installed into a cavity of the decking panel. The anchor may be rotated into a pre-installed position, and a force is exerted on the anchor such that the projections contact the webs of the decking. In response to continued force the projections move with respect to each other such that the anchor is moved into an installed position (e.g., the adjacent projections extend with respect to each other).

Decorative panel, in particular a floor panel, ceiling panel or wall panel, including a core layer having an upper side and a lower side, a decorative top layer connected to said upper side of the core layer, a first panel side edge including a first coupling profile, and a second panel side edge including a second coupling profile designed to interconnect with a first coupling profile of a second, identical panel, both in horizontal direction and in vertical direction. The core layer includes a layer of foam concrete which is constituted by a matrix of concrete material in which air pockets in the form of cells are present.

Decorative panel, in particular a floor panel, ceiling panel or wall panel, including a core layer having an upper side and a lower side, a decorative top layer connected to said upper side of the core layer, a first panel side edge including a first coupling profile, and a second panel side edge including a second coupling profile designed to interconnect with a first coupling profile of a second, identical panel, both in horizontal direction and in vertical direction. The core layer includes a layer of foam concrete which is constituted by a matrix of concrete material in which air pockets in the form of cells are present.

One illustrative embodiment of a tile & support structure may be configured to secure the position of a tile in a generally vertical configuration, such as the riser of a step, as a border around a portion of a deck, a building and/or wall façade, ventilated façade, interior or exterior wall covering, or other generally vertical surface. The support structure may be formed with a spine having at least one rail extending outward from a distal end thereof. The spine and rail(s) may be configured to secure one or more tiles, which tiles may be formed with a groove on at least one edge thereof, and wherein one or more rails may be positioned within the groove.