Wall lining method and system
AssigneeCemex UK Operations Limited
InventorsGeoffrey Leigh Webber, Kevin Stuart Wilson, Ian Tupling, Andrew George Hornung, Robert Garratt
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AssigneeCemex UK Operations Limited
InventorsGeoffrey Leigh Webber, Kevin Stuart Wilson, Ian Tupling, Andrew George Hornung, Robert Garratt
Estimating the term…
A method of lining a wall face comprises assembling a wall of concrete panels (16) close to the face to be lined, attaching the panels to the face to be lined by ground anchorages (12) pretensioned to provide the required resistance to hydrostatic pressure, the anchorages being grouted into the face at one end, and anchored to the respective panel at the other end, and filling the void between the wall and the face with free-draining material (14). The invention also relates to a system of lining a wall face using concrete panels and ground anchorages. Preferably the panels are cast in molds and have a synthetic low permeability sheet (29) incorporated into one or both sides of the panel during the casting process.
A method of lining a wall face of a landfill site comprising assembling a wall of concrete panels close to the face to be lined by ground anchorages pretensioned to provide the required resistance to hydrostatic pressure, the anchorages being grouted into the face at one end and anchored to the respective panel at the other end, and filling the void between the wall and the face with free-draining material, wherein the panels are cast in molds and have a synthetic low permeability sheet incorporated into one or both sides of the panel during the casting process, and the concrete panels are assembled above a mass concrete foundation channel constructed adjacent the base of the face to be lined.
A system of lining a wall face of a landfill site comprising a series of concrete panels assembled into a wall close to the face to be lined, and a plurality of ground anchorages attaching the wall panels to said face, the anchorages being pretensioned to provide the required resistance to hydrostatic pressure, and the void between the wall and the face being filled with free-draining material, wherein the panels are cast in molds and have a synthetic low permeability sheet incorporated into one or both sides of the panel during the casting process, and the concrete panels are assembled above a mass concrete foundation channel constructed adjacent the base of the face to be lined.
A method of lining a wall face of a landfill site comprising assembling a wall of concrete panels close to the system face to be lined by ground anchorages pretensioned to provide the required resistance to hydrostatic pressure, the anchorages being grouted into the face at one end and anchored to the respective panel at the other end, and filling the void between the wall and the face with free-draining material, wherein the panels are cast in molds and have a synthetic low permeability sheet incorporated into one or both sides of the panel during the casting process, and each panel is an irregular hexagon.
A system of lining a wall face of a landfill site comprising a series of concrete panels assembled into a wall close to the face to be lined, and a plurality of ground anchorages attaching the wall panels to said face, the anchorages being pretensioned to provide the required resistance to hydrostatic pressure, and the void between the wall and the face being filled with free-draining material, wherein the panels are cast in molds and have a synthetic low permeability sheet incorporated into one or both sides of the panel during the casting process, and each panel is an irregular hexagon.
Dependencies are inferred from the claim text.