Drainage material and drainage core for a drainage system
First Claim
1. A drainage system comprising:
- a mesh structure defining a first face and a second face, having an overall, face-to-face thickness of at least 2.5 mm, and being capable of resisting a pressure over its faces of at least 100 kPa without catastrophic collapse, the mesh structure comprising generally parallel main strands interconnected by generally parallel subsidiary strands, the outer faces of the subsidiary strands being generally coplanar with one of said faces of the mesh structure and the main strands being spaced from said one face, thereby defining main flow channels between and parallel to the main strands and subsidiary flow channels between and parallel to the subsidiary strands, the ratio of the free cross-sectional area of substantially each main flow channel to the free cross-sectional area of substantially each subsidiary flow channel being at least 2.5;
1, the main strands being at least twice as tall as the subsidiary strands;
a pervious member against the first face of the mesh structure; and
a pervious or impervious member against the second face of the mesh structure.
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Reexamination
Accused Products
Abstract
A drainage system having an at least 2.5 mm thick bi-planar mesh structure drainage core and a filter material against one face and a filter material or impervious member against the other face. The drainage core has generally parallel main strands interconnected by generally parallel subsidiary strands. The main strands are at least twice as tall as the subsidiary strands. The outer faces of the subsidiary strands are coplanar with, and form, one face of the drainage core. The ratio of the free cross-sectional area of each main flow channel to the free cross-sectional area of each subsidiary flow channel, if any, is at least 2.5:1. The drainage core can resist pressures of at least 400 kPa, exhibits a flow fall-off of not more than 20% under an external pressure normal to the faces of 400 kPa.
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Citations
11 Claims
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1. A drainage system comprising:
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a mesh structure defining a first face and a second face, having an overall, face-to-face thickness of at least 2.5 mm, and being capable of resisting a pressure over its faces of at least 100 kPa without catastrophic collapse, the mesh structure comprising generally parallel main strands interconnected by generally parallel subsidiary strands, the outer faces of the subsidiary strands being generally coplanar with one of said faces of the mesh structure and the main strands being spaced from said one face, thereby defining main flow channels between and parallel to the main strands and subsidiary flow channels between and parallel to the subsidiary strands, the ratio of the free cross-sectional area of substantially each main flow channel to the free cross-sectional area of substantially each subsidiary flow channel being at least 2.5;
1, the main strands being at least twice as tall as the subsidiary strands;a pervious member against the first face of the mesh structure; and a pervious or impervious member against the second face of the mesh structure. - View Dependent Claims (3, 4, 5, 6, 7, 8, 9)
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2. A drainage system comprising:
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a mesh structure defining a first face and a second face, having an overall, face-to-face thickness of at least 2.5 mm, and being capable of resisting a pressure over its faces of at least 100 kPa without catastrophic collapse, the mesh structure comprising generally parallel main strands interconnected by generally parallel subsidiary strands, one face of the main strands and the outer face of the subsidiary strands being generally coplanar with one face of the mesh structure, thereby defining flow channels between and parallel to the main strands, the main strands being at least twice as tall as the subsidiary strands; a pervious member against the first face of the mesh structure; and a pervious or impervious member against the second face of the mesh structure.
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10. An integrally-extruded, plastics material mesh structure drainage core for forming a drainage system, the core having an overall, face-to-face thickness of at least 2.5 mm and being capable of resisting a pressure over its face of at least 100 kPa without catastrophic collapse, the core comprising two layers of mesh structure in the form of a single flattened tube, the mesh structure comprising generally parallel main strands extending generally longitudinally of the tube, interconnected by generally parallel subsidiary strands extending generally helically of the tube, the inner faces of the subsidiary strands being generally coplanar with the inner face of the mesh structure, and the subsidiary strands of one said layer thereby crossing the subsidiary strands of the other said layer to support one layer against the other, the mesh structure thereby defining main flow channels between and parallel to the main strands and optionally subsidiary flow channels between and parallel to the subsidiary strands, the ratio of the free cross-sectional area of substantially each main flow channel to the free cross-sectional area of substantially each subsidiary flow channel, if any, being at least 2.5:
- 1, the main strands being at least twice as tall as the subsidiary strands.
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11. An integrally-extruded, plastics material mesh structure drainage core for forming a drainage system, the core having an overall, face-to-face thickness of at least 4.5 mm, the mesh structure comprising generally parallel main strands having a height of at least 4 mm and of truncated triangular cross-section, interconnected by generally parallel subsidiary strands whose width is greater than their height, the outer faces of the subsidiary strands being generally coplanar with one face of the mesh structure, thereby defining main flow channels between and parallel to the main strands and optionally subsidiary flow channels between and parallel to the subsidiary strands, the ratio of the free cross-sectional area of substantially each main flow channel to the free cross-sectional area of substantially each subsidiary flow channel, if any, being at least 2.5:
- 1, the main strands being at least 3.5 times as tall as the subsidiary strands, the pitch of the main strands being at least 1.5 times the pitch of the subsidiary strands, and the core exhibiting a flow fall-off of not more than about 20% under an external pressure normal to the face of 400 kPa.
Specification