Drain element

Patent metadata

Field	Value
Publication number	US-9856638-B2
Application number	US-201214373188-A
Country	US
Kind code	B2
Filing date	Aug 24, 2012
Priority date	Jan 30, 2012
Publication date	Jan 2, 2018
Grant date	Jan 2, 2018

Abstract

The invention relates to a drain element formed of a hydrophilic coherent man-made vitreous fiber substrate (MMVF substrate), wherein the MMVF substrate comprises man-made vitreous fibers bonded with a cured binder composition, the MMVF substrate having opposed first and second ends and a passage which extends from a first opening in the first end to a second opening in the second end.

First claim

The invention claimed is:

1. A drain element formed of a hydrophilic coherent man-made vitreous fibre substrate (MMVF substrate), wherein the MMVF substrate comprises man-made vitreous fibres bonded with a cured binder composition, the MMVF substrate having opposed first and second ends and a passage which extends from a first opening in the first end to a second opening in the second end;
wherein the water holding capacity of the MMVF substrate is at least 80% of the volume.

2. The drain element according to claim 1 , wherein the MMVF substrate has a density in the range 60 to 150 kg/m 3 .

3. The drain element according to claim 2 , wherein the MMVF substrate has a density in the range 70 to 100 kg/m 3 .

4. The drain element according to claim 1 , wherein the MMVF substrate comprises a wetting agent.

5. The drain element according to claim 4 , wherein the MMVF substrate comprises 0 to 1 wt % wetting agent, based on the weight of the MMVF substrate.

6. The drain element according to claim 5 , wherein the MMVF substrate comprises 0.2 to 0.8 wt % wetting agent, based on the weight of the MMVF substrate.

7. The drain element according to claim 6 , wherein the MMVF substrate comprises 0.4 to 0.6 wt % wetting agent, based on the weight of the MMVF substrate.

8. The drain element according to claim 1 wherein a width and height of the drain element are each independently 10 to 80 cm.

9. The drain element according to claim 8 wherein the width and height of the drain element are each independently 15 to 40 cm.

10. The drain element according to claim 1 , wherein a volume of the drain element is 5000 to 700,000 cm 3 .

11. The drain element according to claim 10 , wherein the volume of the drain element is 20,000 to 200,000 cm 3 .

12. The drain element according to claim 1 , wherein a cross-sectional area of the first and second openings are both independently 0.5-15% of a cross-sectional area of the first and second ends of the MMVF substrate respectively.

13. The drain element according to claim 12 , wherein the cross-sectional area of the first and second openings are both independently 1-10% of the cross-sectional area of the first and second ends of the MMVF substrate respectively.

14. The drain element according to claim 1 , wherein the passage is offset towards a first direction.

15. The drain element according to claim 1 , wherein the MMVF substrate comprises a first part in contact with a second part, wherein the passage is disposed between the first part and the second part.

16. A method of constructing a drainage system comprising positioning at least one drain element in the ground, wherein the at least one drain element is formed of a hydrophilic coherent man-made vitreous fibre substrate (MMVF substrate), wherein the MMVF substrate comprises man-made vitreous fibres bonded with a cured binder composition, the MMVF substrate having opposed first and second ends and a passage which extends from a first opening in the first end to a second opening in the second end, wherein, in use, the drain element is arranged such that the at least one drain element is in fluid communication with water to be drained and the water is:
(i) absorbed by the MMVF substrate, or
(ii) absorbed by the MMVF substrate and conveyed along the passage;
wherein the water holding capacity of the MMVF substrate is at least 80% of the volume.

17. A method of draining water comprising providing at least one drain element formed of a hydrophilic coherent man-made vitreous fibre substrate (MMVF substrate), wherein the MMVF substrate comprises man-made vitreous fibres bonded with a cured binder composition, the MMVF substrate having opposed first and second ends and a passage which extends from a first opening in the first end to a second opening in the second end, positioning the at least one drain element in the ground, whereby water in fluid communication with the at least one drain element is:
(i) absorbed by the MMVF substrate, or
(ii) absorbed by the MMVF substrate and conveyed along the passage;
wherein the water holding capacity of the MMVF substrate is at least 80% of the volume.

18. The method according to claim 17 , wherein the MMVF substrate absorbs water from the ground and the water is conveyed along the passage.

19. The method according to claim 17 , wherein the first end of the MMVF substrate is in fluid communication with water from a drainage system.

20. The method according to claim 19 , wherein the drainage system is a drainage system of basement walls.

21. The method according to claim 17 , wherein the passage is offset towards a first direction and wherein the MMVF substrate is oriented such that the first direction is down.

22. The method according to claim 17 , wherein the MMVF substrate is installed with a slope such that the second end of the MMVF substrate is lower than the first end of the MMVF substrate.

23. The method according to claim 17 , further comprising a pump in fluid communication with the second opening of the passage, wherein the pump conveys water towards the second opening of the passage.

24. The method according to claim 17 , wherein the MMVF substrate absorbs water from the ground and the water is conveyed along the passage.

25. The method according to claim 17 , wherein the first end of the MMVF substrate is in fluid communication with water from a drainage system.

26. The method according to claim 25 , wherein the drainage system is a drainage system of basement walls.

27. The method according to claim 17 , wherein the MMVF substrate has a density in the range 60 to 150 kg/m 3 .

28. The method according to claim 27 , wherein the MMVF substrate has a density in the range 70 to 100 kg/m 3 .

29. The method according to claim 17 , wherein the MMVF substrate comprises a wetting agent.

30. The method according to claim 17 , wherein the MMVF substrate comprises 0 to 1 wt % wetting agent, based on the weight of the MMVF substrate.

31. The method according to claim 29 , wherein the MMVF substrate comprises 0.2 to 0.8 wt % wetting agent, based on the weight of the MMVF substrate.

32. The method according to claim 31 , wherein the MMVF substrate comprises 0.4 to 0.6 wt % wetting agent, based on the weight of the MMVF substrate.

33. The method according to claim 17 , wherein a width and height of the at least one drain element are each independently 10 to 80 cm.

34. The method according to claim 33 , wherein the width and height of the at least one drain element are each independently 15 to 40 cm.

35. The method according to claim 17 , wherein a volume of the at least one drain element is 5000 to 700,000 cm 3 .

36. The method according to claim 35 , wherein the volume of the at least one drain element is 20,000 to 200,000 cm 3 .

37. The method according to claim 17 , wherein a cross-sectional area of the first and second openings are both independently 0.5-15% of a cross-sectional area of the first and second ends of the MMVF substrate respectively.

38. The method according to claim 37 , wherein the cross-sectional area of the first and second openings are both independently 1-10% of the cross-sectional area of the first and second ends of the MMVF substra

Assignees

• Emborg Michaeel
• Rockwool Int

Inventors

• Emborg Michaeel

Classifications

• E03F5/0401

  Gullies for use in roads or pavements · CPC title

• B01D39/163

  sintered or bonded · CPC title

• Y10T29/49826

  Assembling or joining · CPC title

• E02D3/10

  by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains (E02D3/11 takes precedence; soil-penetrating vibrators with auxiliary watering E02D3/054; drainage of soil in general E02B11/00) · CPC title

• E02B11/005 Primary

  Drainage conduits · CPC title