Method for Producing Concrete Elements

Abstract

Presented and described is a method for manufacturing concrete elements having at least one concrete layer, wherein concrete for at least one element is introduced into a mould, the concrete is compacted by vibration and/or by tamping and subsequently cures, wherein to the concrete layer, prior to compaction, at least one portion of a granular material is applied by means of an application device, where the concrete introduced into the mould has a water/binder (w/b) ratio of 0.30 to 0.50 prior to curing and where as granular material a material is used comprising (a) a scatter component having an average particle diameter of 0.1 to 5 mm in an amount of 65 to 95 wt % and (b) binder in an amount of 5 to 35 wt %, based in each case on the overall composition of the granular material.

Claims

1-28. (canceled)

29. A method for manufacturing one or more concrete elements having at least one concrete layer, the method comprising: introducing a concrete forming a concrete layer into a mold; applying at least one portion of a granular material to the concrete layer using an application device; compacting the concrete layer by vibration and/or tamping; and curing the concrete layer to produce a concrete element; wherein the at least one portion of a granular material is applied to the concrete layer prior to compacting the concrete layer; wherein the concrete layer is cured subsequent to compacting the concrete layer; wherein the concrete forming the concrete layer that is introduced into the mold has a water/binder (w/b) ratio of 0.30 to 0.50 prior to curing; and wherein the granular material comprises (a) a scatter component having an average particle diameter of 0.1 to 5 mm in an amount of 65 to 95 wt % based on the overall composition of the granular material; and (b) a binder in an amount of 5 to 35 wt % based on the overall composition of the granular material.

30. The method of claim 29, wherein the concrete element is a concrete block, a concrete slab, a concrete step, or any combination thereof.

31. The method of claim 29, wherein the concrete forming the concrete layer that is introduced into the mold prior to curing has a water/binder (w/b) ratio of 0.31 to 0.45.

32. The method of claim 31, wherein the concrete forming the concrete layer that is introduced into the mold prior to curing has a water/binder (w/b) ratio of 0.35 to 0.40.

33. The method of claim 29, wherein the cement fraction in the concrete forming the concrete layer is 15 to 25 wt % based on the overall composition of the concrete layer.

34. The method of claim 33, wherein the cement fraction in the concrete layer is 17.5 to 20.5 wt %, based on the overall composition of the concrete layer.

35. The method of claim 29, wherein the water/binder (w/b) ratio of the granular material, prior to application to the concrete layer, is 0.24 to 0.38.

36. The method of claim 29, wherein the granular material comprises (a) a scatter component in an amount of 75 to 85 wt % based on the overall composition of the granular material, and (b) a binder in an amount of 15 to 25 wt % based on the overall composition of the granular material.

37. The method of claim 29, wherein the binder is an inorganic binder.

38. The method of claim 37, wherein the inorganic binder is selected from the group consisting of cement, hydraulic lime, gypsum and waterglass.

39. The method of claim 29, wherein the binder is an organic binder.

40. The method of claim 39, wherein the organic binder is selected from the group consisting of polymer dispersions, acrylate resins, alkyd resins, epoxy resins, polyurethanes, sol-gel resins and silicone resin emulsions.

41. The method of claim 29, wherein the binder is contained in the granular material in an amount of 15 to 35 wt %, based on the overall composition of the granular material.

42. The method of claim 29, wherein the scatter component has an average particle diameter of 0.1 to 1.8 mm.

43. The method of claim 41, wherein the binder is contained in the granular material in an amount of 15 to 25 wt %, based on the overall composition of the granular material.

44. The method of claim 35, wherein the water/binder (w/b) ratio of the granular material, prior to application of the concrete layer, is 0.24 to 0.33.

45. The method of claim 29, wherein the scatter component has an average particle diameter of 1.2 to 5 mm.

46. The method of claim 29, wherein the binder is contained in the granular material in an amount of 5 to 20 wt %, based on the overall composition of the granular material,

47. The method of claim 35, wherein the water/binder (w/b) ratio of the granular material, prior to application of the concrete layer, is 0.28 to 0.38.

48. The method of claim 29, wherein the scatter component has an average particle diameter of 0.1 to 1.2 mm.

49. The method of claim 29, wherein the compressive strength of the cured concrete layer as determined according to DIN EN 13369 is in the range from 40 to 85 N/mm.sup.2.

50. The method of claim 49, wherein the compressive strength of the cured concrete layer as determined according to DIN EN 13369 is in the range from 50 to 60 N/mm.sup.2.

51. The method of claim 29, wherein the abrasion resistance of the cured concrete layer as determined according to DIN EN 1338, Annex H or DIN 52108, is less than 18 cm.sup.3/5000 mm.sup.2.

52. The method of claim 51, wherein the abrasion resistance of the cured concrete layer as determined according to DIN EN 1338, Annex H or DIN 52108, is less than 15 cm.sup.3/5000 mm.sup.2.

53. The method of claim 29, wherein the water absorption of the cured concrete layer as determined according to DIN EN 1338, Annex E, is less than 6 mass %.

54. The method of claim 29, wherein the concrete layer has a density of 1.5 to 2.8 as determined according to DIN EN 13369.

55. The method of claim 54, wherein the concrete layer has a density of 2.25 to 2.45 as determined according to DIN EN 13369.

56. The method of claim 29, wherein the concrete layer is a facing concrete layer.

57. The method of claim 29, further comprising producing a second concrete layer wherein the second concrete layer is a rough concrete layer.

58. The method of claim 29, further comprising adding one or more concrete additives to the concrete layer, wherein the one or more concrete additives are selected from the group consisting of slag sand, pozzolan, flyash, limestone, bituminous-coal flyash, and silica dust.

59. The method of claim 56, wherein the facing concrete layer has an optical property such as color or gloss level and the granular material has an optical property different therefrom.

60. The method of claim 29, wherein the granular material is applied by scattering or throwing.

61. The method of claim 29, wherein the granular material is applied to the concrete layer using an application device, wherein the application device has at least one trickling means, one slinger disc, one thrower arm and/or one catapult, to which at least one portion of the granular material is supplied.

62. The method of claim 29, wherein the application device has at least one metering container, comprising a granular material, with a metering strip, and wherein the method further comprises guiding the metering container over the mold at uniform or non-uniform speed.

63. The method of claim 29, wherein the application device has at least one pipe socket to which one or more portions of a granular material are supplied and wherein the method further comprises scattering, throwing, shooting, and/or dropping granular material onto the concrete layer using the application device.

64. The method of claim 29, wherein the scatter component comprises a rock mixture.

65. The method of claim 29, wherein the scatter component comprises at least a material selected from the group consisting of semi-precious stones, precious stones, mica, metal chips, glass and polymeric particles.

66. The method of claim 29, further comprising applying a sealing and/or impregnating agent to the surface of the concrete layer after compacting the concrete layer.

67. The method of claim 29, further comprising working the surfaces and/or edges of the concrete elements with brushes after compacting and before curing the concrete layer, wherein said working produces surfaces and/or edges that are textured, roughened, smoothed and/or have protrusions on their edges worked off.

68. A concrete block or concrete slab produced by a method comprising: introducing a concrete forming a concrete layer for at least one element into a mold; applying at least one portion of a granular material to the concrete layer using an application device; compacting the concrete layer by vibration and/or by tamping; and curing the concrete layer to produce a concrete block or concrete slab; wherein the at least one portion of a granular material is applied to the concrete layer prior to compacting the concrete layer; wherein the concrete layer is cured subsequent to compacting the concrete layer; wherein the concrete forming the concrete layer that is introduced into the mold has a water/binder (w/b) ratio of 0.30 to 0.50 prior to curing; and wherein the granular material comprises (a) a scatter component having an average particle diameter of 0.1 to 5 mm in an amount of 65 to 95 wt % based on the overall composition of the granular material; and (b) a binder in an amount of 5 to 35 wt %, based on the overall composition of the granular material.

Description

[0064] For further elucidation of the invention, reference is made to the drawing, which shows in simplified form one exemplary embodiment of the invention.

[0065] FIG. 1: shows a perspective view of a template with a mould, with concrete blocks and an application device.

[0066] Identified by 1 in the single figure is a template on which there is a mould arranged which is identified by 2. The mould 2 has a fairly large number of continuous openings (35 of them in the figure), into which rough concrete is introduced, to which there is applied, visibly, a facing concrete layer identified by 3, having a water/binder (w/b) ratio of 0.35, a particle size maximum of 4 mm and a cement fraction in the facing concrete layer of 19 wt %, based on the overall composition of the facing concrete layer. The facing concrete layer is coloured, not apparent from the figure.

[0067] Furthermore, 4 generally identifies an application device which includes a slinger disc identified by 5. The plane of the slinger disc is approximately parallel to the surface of the mould 2 and oriented at a distance from said mould. The application device 4 is able to move along the side arranged in the figure, and also along the other sides of the mould, allowing all facing concrete layers 3 to be reached arbitrarily. Arranged above the slinger disc 5 is a hopper, identified by 6, in which granular materialnot visiblyhas been introduced. At its end (not visible) facing the slinger disc 5, the hopper 6 has a device for opening and closing the hopper aperture, allowing any desired portions of the granular material to be guided onto the slinger disc. In the present example, the granular material has a water/binder (w/b) ratio of 0.24 and contains 80 wt % scatter component with an average particle diameter of 0.7 mm and 20 wt % binder. It is possible for a plurality of hoppers to be arranged above the slinger disc, containing different granular materials, in order to allow the surfaces of the facing concrete layers 3 to be bombarded with different granular materials at different meterings. The rotary speed of the slinger disc 5 and its height position relative to the mould 2 can also be adjusted and varied arbitrarily, even during the throwing movement, as can the speed of movement along the mould. In this way, concrete slabs having a compressive strength of the cured concrete layer, as determined according to DIN EN 13369, of 47 N/mm.sup.2 were produced. Moreover, the cured concrete layer of the concrete slabs had an abrasion resistance according to DIN EN 1338, Annex H, of 8 cm.sup.3/5000 mm.sup.2. In addition, the cured concrete layer of the concrete slabs had a density of 2.28 according to DIN EN 13369, and absorbed 4.4 mass % of water according to DIN EN 1338, Annex E.

[0068] 7, moreover, identifies a guide means which prevents the arbitrary throwing-off of granular material by the slinger disc, especially outside of the mould 2, and steers the throwing direction onto the mould 2.

LIST OF REFERENCE NUMERALS

[0069] 1 template [0070] 2 mould [0071] 3 facing concrete layers [0072] 4 application device [0073] 5 slinger disc [0074] 6 hopper [0075] 7 guide means