Methods and compositions for bonding a cement-based overlay on a cement-based substrate

• US 5,695,811 A
• Filed: 06/07/1994
• Issued: 12/09/1997
• Est. Priority Date: 10/10/1989
• Status: Expired due to Fees

• Current Assignee: E. Khashoggi Industries, LLC
• Original Assignee: E. Khashoggi Industries, LLC
• Inventors: Jennings, Hamlin, Kelzenberg, Anthony J., Andersen, Per Just, Hodson, Simon K.
• Primary Examiner(s): BELL, JANYCE A
• Application Number:
  US08/257,811
• Time in Patent Office: 1,281 Days
• Field of Search: 427/136, 427/299, 427/301, 427/403, 427/427
• US Class Current: 427/133
• CPC Class Codes: B01F 2025/91 Direction of flow or arrangement of feed and discharge openings
• CPC Class Codes: B01F 27/50 Pipe mixers, i.e. mixers wherein the materials to be mixed flow continuously through pipes, e.g. column mixers
• CPC Class Codes: B01F 27/80 with stirrers rotating about a substantially vertical axis
• CPC Class Codes: B05C 5/0245 for applying liquid or other fluent material to a moving work of indefinite length, e.g. to a moving web B05C5/0241, B05C5/0254, B05C5/027, B05C5/0283 take precedence
• CPC Class Codes: B28B 11/24 for curing, setting or hardening processes for influencing or modifying the setting or hardening ability of mortars, concrete or artificial stone compositions, in general C04B40/00
• CPC Class Codes: B28B 11/245 Curing concrete articles B28B11/242 takes precedence
• CPC Class Codes: B28B 3/00 Producing shaped articles from the material by using presses shaping on moving conveyors B28B5/00; Presses specially adapted therefor presses in general B30B
• CPC Class Codes: B65D 2565/385 especially suited for or with means facilitating recycling
• CPC Class Codes: C04B 22/002 Water
• CPC Class Codes: C04B 40/0616 preformed, e.g. bandages
• CPC Class Codes: C04B 7/527 obtaining cements characterised by fineness, e.g. by multi-modal particle size distribution

Abstract

Novel methods and compositions are disclosed for bonding a hydrating cement-based overlay onto a cement-based substrate. An integral bond is created between the overlay and the substrate by maximizing capillary suction through properly preparing the substrate and designing the overlay. The integral bond has an interface strength at least substantially similar to the substrate strength. The substrate is prepared to optimize the capillary suction by cleaning and optimal water saturation. Properly designing the overlay for optimal capillary suction involves optimizing the water/cement ratio of each layer of the overlay. A low water/cement ratio is generally optimal. In addition to incorporating a low amount of water, the water to cement ratio is minimized through the use of dispersants and mixing techniques. The design of the overlay can also include silica fume to increase the strength of the interface bond.

Claims

1. A method for bonding a hydrating cement-based overlay onto a surface of an existing porous cement-based substrate, the method comprising:

(a) preparing the surface of the existing porous cement-based substrate by applying an amount of water in order to control capillary suction within the pores of the cement-based substrate such that a portion of the hydrating cement-based overlay will be drawn into the pores of the existing cement-based substrate, the prepared surface of the cement-based substrate being substantially puddle-free;

(b) applying a hydrating cement-based overlay that is an interface grout onto the prepared surface of the cement-based substrate, the hydrating cement-based overlay comprising a hydraulic cement binder, water, and silica fume; and

(c) allowing the hydrating cement-based overlay to harden in order to form a substantially integral bond between the hardened cement-based overlay and the existing cement-based substrate.

2. A method as defined in claim 1, further including the step of running a series of empirical tests to determine the amount of water that should be applied to the surface of the existing substrate in step (a) in order to achieve a level of capillary suction within the surface of the existing cement-based substrate that results in increased bond strength between the hardened cement-based overlay and the existing cement-based substrate.

3. A method as defined in claim 1, further including the step of empirically determining the composition of the existing cement-based substrate in order to design a second cement-based overlay that is applied over the hydrating cement-based overlay to have a composition that is substantially identical to the cement-based substrate.

4. A method as defined in claim 1, wherein at least a portion of the hydrating cement-based overlay further includes an aggregate.

5. A method as defined in claim 4, wherein at least a portion of the hydrating cement-based overlay is a concrete overlay.

6. A method as defined in claim 1, further including the step of applying a second hydrating cement-based overlay over the hydrating cement-based overlay, the second hydrating cement-based overlay comprising a hydraulic cement binder, water, and an aggregate.

7. A method as defined in claim 6, wherein the hydrating cement-based overlay is an interface grout and wherein the second hydrating cement-based overlay is a concrete overlay.

8. A method as defined in claim 7, wherein the interface grout has a thickness of about 2 mm or less.

9. A method as defined in claim 7, wherein the interface grout has a thickness of about 1 mm or less.

10. A method as defined in claim 7, wherein the concrete overlay has a thickness of about 1 cm or less.

11. A method as defined in claim 7, wherein the concrete overlay has a thickness of about 5 cm or less.

12. A method as defined in claim 7, wherein the concrete overlay has a thickness of about 2 cm or less.

13. A method as defined in claim 7, wherein the hydraulic cement binder is included within the hydrated cement-based overlay that becomes the interface grout in an amount in a range from about 900 kg/m³ to about 1500 kg/m³.

14. A method as defined in claim 7, wherein the hydraulic cement binder is included within the hydrating cement-based overlay that becomes the interface grout in an amount in a range from about 100 kg/m³ to about 1400 kg/m³.

15. A method as defined in claim 7, wherein the hydraulic cement binder is included within the hydrating cement-based overlay that becomes the interface grout in an amount in a range from about 110 kg/m³ to about 1300 kg/m³.

16. A method as defined in claim 7, wherein the hydraulic cement binder is included within the second hydrating cement-based overlay that becomes the concrete overlay in an amount in a range from about 300 kg/m³ to about 600 kg/m³.

17. A method as defined in claim 7, wherein the hydraulic cement binder is included within the second hydrating cement-based overlay that becomes the concrete overlay in an amount in a range from about 350 kg/m³ to about 550 kg/m³.

18. A method as defined in claim 7, wherein the hydraulic cement binder is included within the second hydrating cement-based overlay that becomes the concrete overlay in an amount in a range from about 400 kg/m³ to about 500 kg/m³.

19. A method as defined in claim 7, wherein the grout layer has a thickness of about 5 mm or less.

20. A method as defined in claim 6, wherein the aggregate includes a course aggregate having a maximum particle size dimension of about 10 mm and a fine aggregate having a maximum particle size dimension of about 3 mm.

21. A method as defined in claim 6, wherein the hydrating cement-based overlay is allowed to harden prior to applying the second hydrating cement-based overlay.

22. A method as defined in claim 6, wherein the second hydrating cement-based overlay is applied after the hydrating cement-based overlay has partially hardened.

23. A method as defined in claim 6, wherein the second hydrating cement-based overlay is applied while the hydrating cement-based overlay is in a green state.

24. A method as defined in claim 6, further including the step of mixing the second hydrating cement-based overlay using a high shear mixer in order to yield a substantially homogeneous material.

25. A method as defined in claim 6, further including adding a dispersant to the second hydrating cement-based overlay.

26. A method as defined in claim 6, further including adding a set accelerator to the second hydrating cement-based overlay.

27. A method as defined in claim 6, wherein the second hydrating cement-based overlay has a water to cement ratio in a range from about 0.1 to about 0.5.

28. A method as defined in claim 6, wherein the second hydrating cement-based overlay has a water to cement ratio in a range from about 0.15 to about 0.4.

29. A method as defined in claim 6, wherein the second hydrating cement-based overlay has a water to cement ratio in a range from about 0.2 to about 0.3.

30. A method as defined in claim 1, further including the step of mixing the hydrating cement-based overlay using a high shear mixer in order to yield a substantially homogeneous material.

31. A method as defined in claim 1, wherein the preparing step includes cleaning the surface of the existing cement-based substrate.

32. A method as defined in claim 1, wherein the preparing step includes cutting an expansion joint within the existing cement-based substrate.

33. A method as defined in claim 1, wherein the prepared surface of the existing cement-based substrate is saturated with water to a depth of at least about 2.5 cm and wherein the substrate surface is also substantially puddle-free.

34. A method as defined in claim 1, further including adding a dispersant to the hydrating cement-based overlay.

35. A method as defined in claim 1, further including adding a set accelerator to the hydrating cement-based overlay.

36. A method as defined in claim 1, wherein the hydrating cement-based overlay has a water to cement ratio in a range from about 0.1 to about 1.5.

37. A method as defined in claim 1, wherein the hydrating cement-based overlay has a water to cement ratio in a range from about 0.15 to about 0.4.

38. A method as defined in claim 1, wherein the hydrating cement-based overlay has a water to cement ratio in a range from about 0.2 to about 0.3.

39. A method as defined in claim 1, wherein the hydrating cement-based overlay is scrubbed onto the surface of the existing cement-based substrate.

40. A method as defined in claim 1, wherein the hydrating cement-based overlay is troweled onto the surface of the existing cement-based substrate.

41. A method as defined in claim 1, wherein the hydrating cement-based overlay is painted onto the surface of the existing cement-based substrate.

42. A method as defined in claim 1, wherein the hydraulic cement binder is a portland cement.

43. A method as defined in claim 1, wherein the hydraulic cement binder is selected from the group consisting of calcium aluminate cements, plasters, silicate cements, gypsum cements, phosphate cements, magnesium oxychloride cements, and mixtures thereof.

44. A method as defined in claim 1, further including the step of applying a curing compound to at least a portion of an exposed surface of the hydrating cement-based overlay.

45. A method as defined in claim 1, further including the step of placing a plastic cover over at least a portion of an exposed surface of the hydrating cement-based overlay.

46. A method for bonding a hydrating cement-based concrete overlay onto a surface of an existing porous cement-based substrate, the method comprising:

(a) preparing the surface of the existing porous cement-based substrate with an amount of water such that existing cement-based substrate is saturated to a depth of at least about 2.5 cm, the prepared surface of the existing cement-based substrate being substantially puddle free;

(b) applying a hydrating cement-based grout comprising a hydraulic cement binder, water, and silica fume onto the prepared surface of the cement-based substrate to form a layer of grout on the surface of the cement-based substrate, the grout layer having a thickness of about 5 mm or less;

(c) applying a hydrating cement-based concrete overlay comprising a hydraulic cement binder, water, and an aggregate onto the layer of grout; and

(d) allowing the hydrating cement-based concrete overlay to harden in order to form a substantially integral bond between the hardened cement-based concrete overlay and the existing cement-based substrate.

47. A method for bonding a hydrating cement-based concrete overlay onto a surface of an existing porous cement-based substrate, the method comprising:

(a) preparing the surface of the existing porous cement-based substrate by applying an amount of water such that existing cement-based substrate is saturated to a depth of at least about 2.5 cm, the prepared surface of the existing cement-based substrate being substantially puddle free;

(b) applying a hydrating cement-based overlay comprising a hydraulic cement binder, water, silica fume, and an aggregate onto the prepared surface of the existing cement-based substrate, wherein the hydrating cement-based overlay has a water to cement ratio in a range from about 0.1 to about 1.5; and

(c) allowing the hydrating cement-based structural overlay to harden in order to form a substantially integral bond between the hardened cement-based concrete overlay and the existing cement-based substrate.

48. A method defined in claim 47, wherein the hydrating cement-based overlay comprises an interface grout.

49. A method defined in claim 47, wherein the hydrating cement-based overlay comprises a concrete overlay.

50. A method for bonding a hydrating cement-based overlay onto a surface of an existing porous cement-based substrate, the method comprising:

(a) running a series of empirical tests to determine the amount of water which should be applied to the surface of the existing substrate in order to achieve a level of capillary suction within the surface of the existing cement-based substrate that results in increased bond strength between the hydrating cement-based overlay and the existing cement-based substrate;

(b) preparing the surface of the existing porous cement-based substrate by applying an amount of water that is substantially similar to the amount of water determined in step (a);

(c) empirically determining the composition of the existing cement-based substrate in order to design a hydrating cement-based overlay to have a composition that is substantially identical to the cement-based substrate;

(d) applying a hydrating cement-based overlay comprising a hydraulic cement binder, water, aggregate, and silica fume and having a composition that is substantially identical to the composition of the existing cement-based substrate onto the prepared surface of the cement-based substrate; and

(e) allowing the hydrating cement-based overlay to harden in order to form a substantially integral bond between the hardened cement-based overlay and the existing cement-based substrate.

51. A method for bonding a hydrating cement-based overlay onto a surface of an existing porous cement-based substrate, the method comprising:

(a) empirically determining the composition of the existing cement-based substrate in order to design the hydrating cement-based overlay to have a similar composition;

(b) preparing the surface of the existing porous cement-based substrate by applying an amount of water that will create capillary suction within the pores of the existing cement-based substrate such that a portion of the hydrating cement-based overlay will be drawn into the pores of the existing cement-based substrate, the prepared surface of the cement-based substrate being substantially puddle-free;

(c) applying a hydrating cement-based overlay comprising a hydraulic cement binder, water, and silica fume and having a composition similar to the composition of the existing cement-based substrate onto the prepared surface of the cement-based substrate; and

(d) allowing the hydrating cement-based overlay to harden in order to form a substantially integral bond between the hardened cement-based overlay and the existing cement-based substrate.

52. A method for bonding a hydrating cement-based overlay onto a surface of an existing porous cement-based substrate, the method comprising:

preparing the surface of the existing porous cement-based substrate by applying an amount of water such that the cement-based substrate is saturated with water to a depth of at least about 2.5 cm and wherein the substrate surface is substantially puddle-free in order to control capillary suction within the pores of the cement-based substrate such that a portion of the hydrating cement-based overlay will be drawn into the pores of the existing cement-based substrate;

applying a hydrating cement-based overlay comprising a hydraulic cement binder, water, and silica fume onto the prepared surface of the cement-based substrate;

allowing the hydrating cement-based overlay to harden in order to form a substantially integral bond between the hardened cement-based overlay and the existing cement-based substrate; and

placing a plastic cover over at least a portion of an exposed surface of the hydrating cement-based overlay.

53. A method as defined in claim 52, wherein the hydrating cement-based overlay comprises a grout layer.