Surface drainage system

• US 8,992,115 B2
• Filed: 03/15/2013
• Issued: 03/31/2015
• Est. Priority Date: 09/20/2007
• Status: Active Grant

• Current Assignee: Shaw & Sons Inc
• Original Assignee: Shaw & Sons Inc
• Inventors: Shaw, Lee A., Shaw, Ronald D.
• Primary Examiner(s): RISIC, ABIGAIL ANNE
• Application Number:
  US13/835,028
• Publication Number:
  US 20130209166A1
• Time in Patent Office: 746 Days
• Field of Search: 404 2- 5, 405/36, 405/39, 405/43, 210/163, 210/170.3
• US Class Current: 404/2
• CPC Class Codes: E01C 11/227 Gutters; Channels E01C11/223 takes precedence; permanently installed flushing means E01H3/04; Roof drainage discharge ducts set in sidewalks
• CPC Class Codes: E01C 23/0933 rotary, e.g. circular-saw joint cutters
• CPC Class Codes: E03F 3/02 Arrangement of sewer pipe-lines or pipe-line systems

Abstract

A surface drainage structure formed above a subgrade may include an elongate drain conduit disposed partially within the subgrade. The elongate drain conduit may define at least one drain slot extending through a wall thereof. The structure may include a pavement layer with an exposed top surface and a drainage channel extending therefrom. The drainage channel may be in fluid communication with the drain slot of the elongate drain conduit. A method of forming the surface drainage structure includes placing the elongate drain conduit in the subgrade, forming the pavement layer, cutting an upper channel along the elongate drain conduit, and cutting a lower channel and the drain slot in the elongate conduit.

Claims

1. A surface drainage structure formed above a subgrade, comprising:

an elongate drain conduit disposed partially within the subgrade, the elongate drain conduit defining at least one drain slot extending through a wall thereof; and

a pavement layer with an exposed top surface, the pavement layer comprising;

a pair of opposed side surfaces extending from the exposed top surface; and

a channel surface spaced from the exposed top surface and extending only partially through the pavement layer and completely between the opposed side surfaces;

the pair of opposed side surfaces and the channel surface defining a stepped drainage channel extending from the top surface to define a depth, the drainage channel being in fluid communication with the drain slot of the elongate drain conduit, that portion of the drainage channel extending from the top surface defining a variable depth along the length of the drainage channel.

2. The surface drainage structure of claim 1, wherein the drainage channel is defined by a first portion extending a first depth from the top surface to the channel surface and a second portion extending from the channel surface to the elongate drain conduit, the second portion being contiguous with the first portion.

3. The surface drainage structure of claim 2, wherein the first portion of the drainage channel extends substantially along the length of the elongate drain conduit.

4. The surface drainage structure of claim 2, wherein the drainage channel is defined by a plurality of the second portions in a spaced relationship, the length of the second portion being less than the length of the first portion.

5. The surface drainage structure of claim 2, wherein the depth of the first portion of the drainage channel is approximately a third of the depth of the pavement layer.

6. The surface drainage structure of claim 1, wherein the channel surface comprises a flat segment extending in a parallel relation to the top surface, and a connecting segment connecting the flat segment to the wall of the elongate drain conduit.

7. The surface drainage structure of claim 6, wherein the connecting segment is arcuate.

8. The surface drainage structure of claim 1, further comprising at least one support member mounted transversely to a longitudinal axis of the elongate drain conduit, the support member extending into the pavement layer.

9. The surface drainage structure of claim 8, wherein the support member is inserted through the elongate drain conduit and extends into opposing portions of the pavement layer intersected by the longitudinal axis of the elongate drain conduit.

10. The surface drainage structure of claim 1, wherein the pavement layer defines a bottom surface coterminous with the subgrade.

11. The surface drainage structure of claim 1, wherein the elongate drain conduit is disposed within the subgrade in a sloped configuration, thereby facilitating gravitational flow of fluid.

12. The surface drainage structure of claim 1, further comprising a setting disposed on the subgrade, the setting being molded at least partially around the elongate drain conduit.

13. The surface drainage structure of claim 12, wherein the setting is wet concrete.

14. The surface drainage structure of claim 1, wherein the elongate drain conduit extends along a longitudinal axis, the pair of opposed side surfaces extending parallel to the longitudinal axis.

15. A method of forming a surface drainage structure over a subgrade, the method comprising:

forming a receiving trench in the subgrade;

placing an elongate drain conduit in the receiving trench;

forming a pavement layer on the subgrade and over the elongate drain conduit, the pavement layer having an exposed top surface;

cutting an upper channel into the pavement layer along the axis of the elongate drain conduit, the upper channel having opposing side walls and a channel wall spaced from the exposed top surface and extending only partially through the pavement layer and completely between the opposing side walls, the upper channel having a first depth; and

cutting a first lower channel and a first drain slot in the elongate conduit, the first lower channel extending from the channel wall to the elongate drain conduit.

16. The method of claim 15, wherein the first lower channel and the first drain slot are vertically cut.

17. The method of claim 15, further comprising:

cutting a second lower channel and a second drain slot in the elongate drain conduit, the second lower channel extending from the first depth to the elongate drain conduit, the second lower channel and the second drain slot being in a spaced relation to the first lower channel and the first drain slot.

18. The method of claim 15 wherein the elongate drain conduit is placed in the receiving trench in a slanted configuration relative to the plane of the subgrade.

19. The method of claim 15, prior to placing the elongate drain conduit in the receiving trench, the method further comprising embedding a molding material in the receiving channel, the elongate drain conduit being mounted to the molding material.

20. The method of claim 15, wherein the elongate conduit includes at least one reinforcement member mounted transversely to the elongate drain conduit.