CA2398157C - Honeycomb-structured hollow-block concrete floor - Google Patents
Honeycomb-structured hollow-block concrete floor Download PDFInfo
- Publication number
- CA2398157C CA2398157C CA2398157A CA2398157A CA2398157C CA 2398157 C CA2398157 C CA 2398157C CA 2398157 A CA2398157 A CA 2398157A CA 2398157 A CA2398157 A CA 2398157A CA 2398157 C CA2398157 C CA 2398157C
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- Prior art keywords
- hollow body
- spacers
- hollow
- body concrete
- hollow bodies
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
- E04C5/203—Circular and spherical spacers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
- E04G15/061—Non-reusable forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
- Laminated Bodies (AREA)
- Panels For Use In Building Construction (AREA)
- Joining Of Building Structures In Genera (AREA)
- Road Paving Structures (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a hollow body concrete floor or hollow body concrete slab made from concrete having reinforcements and conical hollow bodies (1) the cross-section of which is essentially round, oval or more than quadrilateral, wherein hollow bodies (1) are arranged between an upper and a lower reinforcement layer (15, 16) at least in sections essentially in the most compact configuration possible, wherein the areas between the upper and the lower reinforcement layers (15, 16) may be provided without hollow bodies (1). The object of the invention is to provide an improvement over conventional hollow body concrete floors. This object is solved in that spacers (8, 9) are arranged between upper reinforcement layer (15) and hollow bodies (1) on the one hand and between lower reinforcement layer (16) and hollow bodies (1) on the other hand, and that vertical reinforcements (17) are inserted in at least some of the interstitial spaces formed in each case by three adjacent hollow bodies (1).
Description
Honeycomb-Structured Hollow-Block Concrete Floor DESCRIPTION
The invention relates to a hollow body concrete floor or hollow body concrete slab made from concrete having reinforcements and conical hollow bodies the cross-section of which is essentially round, oval or more than quadrilateral, wherein hollow bodies are arranged between an upper and a lower reinforcement layer at least in sections essentially in the most compact configuration possible, wherein the areas between the upper and the lower reinforcement layers may be provided without hollow bodies.
The.use of hollow bodies to make a concrete ribbed floor is known from AT 249964. The hollow bodies described in that that document are essentially quadrilateral hollow bodies having an upwardly tapering cross-section. The hollow bodies are disposed on a lower formwork floor with the aid of spacers and arranged adjacently in rows. Spacing between the hollow bodies is assured by spacers that are inserted afterwards between the hollow bodies arranged in rows. The hollow bodies described can only be used to produce hollow body concrete floors or hollow body concrete slabs that have an oriented bearing structure. Depending on the application, it is possible in this manner to construct floors having parallel ribs or intersecting ribs. It is therefore only possible to produce floors having a bearing structure that is oriented on one or two axes.
Consequently, it is practically impossible to create floors that do not have an essentially rectangular surface with the structure described. A further drawback of the method of floor construction of the orior art consists in that the hollow bodies with the spacers are supported on the lower formwork. If the formwork is removed after the concrete has hardened the spacers are visible from below. Unsightly corrosion marks resnlt therPfrnm_ Tn thP flnnr constructions described in the Austrian document, the concrete ribs created thereby must be reinforced with a reinforcing steel mesh. This operation is long and labour-intensive.
An improved version of hollow body floors is described in EP 0980936. This document discloses a method for securing hollow bodies having round or hexagonal cross-section in reinforcing cages. The hollow bodies are disposed with the reinforcing cages in a type of honeycomb arrangement on a lower reinforcing layer. The honeycomb arrangement represents the most compact packing arrangement for hexagonal hollow bodies. Hollow bodies are not used in the vicinity of the buttresses. Here, only reinforcing cages without hollow bodies are installed in the hollow body floor to preserve the honeycomb arrangement. A second reinforcing layer is then applied on top of the reinforcing cages. The tensile stresses in the floor are borne by the almost vertical faces of the reinforcing cage construction.
Because of its triaxial bearing structure, this floor construction makes it possible to build floors having any surface area. The disadvantage in this case is the relatively complicated reinforcing cage arrangement.
An object of the present invention is to facilitate the construction hollow body concrete floors and hollow body concrete slabs.
This object is solved by the fact that spacers are provided both between the upper reinforcing layer and the hollow bodies, and between the lower reinforcing layer and the hollow bodies, and that vertical reinforcements are disposed in at least some of the interstitial spaces created by three respectively adjacent hollow bodies_ The hollow body concrete floor or hollow body concrete slab produced by this method has a number of critical advantaqes. Firstly, the need for reinforcing cages is eliminated. The spacing between the upper and the lower reinforcing layers is assured by very simply rnanufactured upper and lower spacing members. The hollow body concrete floor described needs no reinforcement in the form of horizontally aligned concrete ribs. This means that labour-intensive weaving of reinforcement rods may be omitted. The use of less concrete leads to a corresponding reduction in the cost and weight of the construction. The reduction in weight is maximised by arranging the hollow bodies so that they are packed together as closely as possible. The tensile and shearing stresses are absorbed by vertical reinforcements that are disposed in certain interstitial spaces formed by three respectively adjacent hollow bodies.
The vertical reinforcements may be simply implanted in the spaces from above. The hollow body concrete floor described may occupy any surface area. This is because the packing of the hollow bodies in the densest possible arrangement means that the bearing structure has no orientation. Their conical conformation enables the hollow bodies to be stacked, so that they can be transported and stored inexpensively. This in turn means that the hollow bodies may be fabricated with very thin walls. The spacers between the upper reinforcing layer and the hollow bodies on one side, and between the lower reinforcing layer and the hollow bodies on the other side, ensure that the reinforcing layer may be positioned highly accurately. The reinforcing layer on top of the upper spacers fur-ther serves as a work surface, since it will support foot traffic. It is highly advantageous that the hollow bodies may be placed contiguously without levelling.
In areas where the floor must be of solid construction, plastic or concrete steel rings having the same dimensions as the hollow bodies are installed instead of the hollow bodies, so that adjacent arrangement may continue in these areas also without difficulty. However, reinforcing cages are required in these areas to support foot traffic and to preserve the function of the spacers. The areas are then completely filled with concrete to create a solid concrete section.
In one advantageous configuration of the invention, the hollow bodies and the upper and/or lower spacers are a single unit. This reduces the labour effort at the construction site considerably, since the upper and lower spacers do not need to be laid separately between the reinforcing layers and the hollow bodies. The upper and/or lower spacers may be produced, for example, together with the hollow bodies in a single pouring. The stacking capability of the conical hollow bodies.
In a further advantageous improvement, the upper and/or lower spacers are conformed annularly. The annular upper and/or lower spacers may be attached, for example, either to the top or the base of the hollow bodies. When conical hollow bodies are used, the upper and/or lower spacers are well adapted to this shape. The annular conformation provides for better loading of the hollow bodies. The top wall of the hollow body is thus not subjected to bending stress.
A particularly advantageous improvement of the invention provides that the upper and/or lower spacers are made from component parts. Since the spacers can be clipped onto the hollow bodies, the thickness of the layer of concrete above and/or below the hollow bodies may be varied according to the selected size of the spacers, so that it is not necessary to use hollow bodies of different dimensions.
It is particularly advantageous if means are provided for attaching the upper and/or lower spacers and/or component parts. This enables the upper and/or lower spacers to be produced independently of the hollow bodies. As a consequence, normal commercially available hollow bodies may be used as receptacles. The upper and/or lower spacers just have to be attached to the receptacles on site. It is conceivable that the upper and/or lower spacers may simply be placed on the hollow bodies.
A particularly advantageous configuration of the invention provides for the attachment of the upper and/or lower spacers and/or component parts to the hollow body by means of a clip mechanism. For this purpose, openings are furnished in regular intervals around the circumference of the hollow bodies, into which the lateral spacers may be clipped.
The clip mechanism provide for secure attachment and adequate stability. It is advantageous if vertical reinforcement is provided in the form of double-headed anchors. These are inserted in at least some of the interstitial spaces created by at least three adjacent hollow bodies. The double-headed anchors have proven to be effective as vertical reinforcement rods. They serve to absorb the tensile and shearing stresses. It is particularly advantageous if the double-headed anchors are attached to three respectively adjacent hollow bodies with a three-point bearing.
It is particularly advantageous if hollow bodies having varying average diameters are provided in the hollow body concrete floor or hollow body concrete slab. Smaller hollow bodies make for smaller bearing distances. Thus if hollow bodies having a smaller diameter are used, relatively high floor loads may be borne without the need-to make the concrete slab thicker above and/or below the hollow bodies.
It is advantageously provided that the hollow bodies are made from plastic. This reduces the weight of the hollow body concrete floor considerably. Moreover, production costs are low, since plastic hollow bodies may be mass-produced. If hollow bodies made from plastic are used, it is possible to use not only conventional concrete receptacles as the hollow bodies, onto which receptacles the upper and/or lower spacers and/or lateral spacers are placed, but also hollow bodies made from plastic, on which the upper and/or lower and/or lateral spacers are conformed directly.
The provision of lateral spacers represents an advantage.
The provision of lateral spacers allows the hollow bodies to be arranged without levelling. If the size of the lateral spacers is varied, the spaces between the hollow bodies may be adjusted to the requirements of the application.
If the lateral spacers constitute a single unit with the hollow body, a significant amount of work at the construction site is eliminated. The hollow bodies with lateral spacers are unloaded from the truck onto the lower reinforcement layers, and then arranged without levelling.
It is advantageous if the spacers may be assembled from separate components. The amount of space required for storage is reduced and transportation facilitated thereby.
In one configuration of the invention, means for attaching the lateral spacers to the hollow bodies are provided. The lateral spacers may be produced independently of the hollow bodies, so that normally available receptacles may be used as the hollow bodies. The hollow bodies are attached to the hollow bodies at the construction site.
The lateral spacers are attached more easily to the hollow bodies if, in accordance with a preferred improvement of the invention the lateral spacers may be secured to the hollow body by means of a clip mechanism. the lateral spacers are only inserted into holes located in the circumference of the hollow bodies.
The invention relates to a hollow body concrete floor or hollow body concrete slab made from concrete having reinforcements and conical hollow bodies the cross-section of which is essentially round, oval or more than quadrilateral, wherein hollow bodies are arranged between an upper and a lower reinforcement layer at least in sections essentially in the most compact configuration possible, wherein the areas between the upper and the lower reinforcement layers may be provided without hollow bodies.
The.use of hollow bodies to make a concrete ribbed floor is known from AT 249964. The hollow bodies described in that that document are essentially quadrilateral hollow bodies having an upwardly tapering cross-section. The hollow bodies are disposed on a lower formwork floor with the aid of spacers and arranged adjacently in rows. Spacing between the hollow bodies is assured by spacers that are inserted afterwards between the hollow bodies arranged in rows. The hollow bodies described can only be used to produce hollow body concrete floors or hollow body concrete slabs that have an oriented bearing structure. Depending on the application, it is possible in this manner to construct floors having parallel ribs or intersecting ribs. It is therefore only possible to produce floors having a bearing structure that is oriented on one or two axes.
Consequently, it is practically impossible to create floors that do not have an essentially rectangular surface with the structure described. A further drawback of the method of floor construction of the orior art consists in that the hollow bodies with the spacers are supported on the lower formwork. If the formwork is removed after the concrete has hardened the spacers are visible from below. Unsightly corrosion marks resnlt therPfrnm_ Tn thP flnnr constructions described in the Austrian document, the concrete ribs created thereby must be reinforced with a reinforcing steel mesh. This operation is long and labour-intensive.
An improved version of hollow body floors is described in EP 0980936. This document discloses a method for securing hollow bodies having round or hexagonal cross-section in reinforcing cages. The hollow bodies are disposed with the reinforcing cages in a type of honeycomb arrangement on a lower reinforcing layer. The honeycomb arrangement represents the most compact packing arrangement for hexagonal hollow bodies. Hollow bodies are not used in the vicinity of the buttresses. Here, only reinforcing cages without hollow bodies are installed in the hollow body floor to preserve the honeycomb arrangement. A second reinforcing layer is then applied on top of the reinforcing cages. The tensile stresses in the floor are borne by the almost vertical faces of the reinforcing cage construction.
Because of its triaxial bearing structure, this floor construction makes it possible to build floors having any surface area. The disadvantage in this case is the relatively complicated reinforcing cage arrangement.
An object of the present invention is to facilitate the construction hollow body concrete floors and hollow body concrete slabs.
This object is solved by the fact that spacers are provided both between the upper reinforcing layer and the hollow bodies, and between the lower reinforcing layer and the hollow bodies, and that vertical reinforcements are disposed in at least some of the interstitial spaces created by three respectively adjacent hollow bodies_ The hollow body concrete floor or hollow body concrete slab produced by this method has a number of critical advantaqes. Firstly, the need for reinforcing cages is eliminated. The spacing between the upper and the lower reinforcing layers is assured by very simply rnanufactured upper and lower spacing members. The hollow body concrete floor described needs no reinforcement in the form of horizontally aligned concrete ribs. This means that labour-intensive weaving of reinforcement rods may be omitted. The use of less concrete leads to a corresponding reduction in the cost and weight of the construction. The reduction in weight is maximised by arranging the hollow bodies so that they are packed together as closely as possible. The tensile and shearing stresses are absorbed by vertical reinforcements that are disposed in certain interstitial spaces formed by three respectively adjacent hollow bodies.
The vertical reinforcements may be simply implanted in the spaces from above. The hollow body concrete floor described may occupy any surface area. This is because the packing of the hollow bodies in the densest possible arrangement means that the bearing structure has no orientation. Their conical conformation enables the hollow bodies to be stacked, so that they can be transported and stored inexpensively. This in turn means that the hollow bodies may be fabricated with very thin walls. The spacers between the upper reinforcing layer and the hollow bodies on one side, and between the lower reinforcing layer and the hollow bodies on the other side, ensure that the reinforcing layer may be positioned highly accurately. The reinforcing layer on top of the upper spacers fur-ther serves as a work surface, since it will support foot traffic. It is highly advantageous that the hollow bodies may be placed contiguously without levelling.
In areas where the floor must be of solid construction, plastic or concrete steel rings having the same dimensions as the hollow bodies are installed instead of the hollow bodies, so that adjacent arrangement may continue in these areas also without difficulty. However, reinforcing cages are required in these areas to support foot traffic and to preserve the function of the spacers. The areas are then completely filled with concrete to create a solid concrete section.
In one advantageous configuration of the invention, the hollow bodies and the upper and/or lower spacers are a single unit. This reduces the labour effort at the construction site considerably, since the upper and lower spacers do not need to be laid separately between the reinforcing layers and the hollow bodies. The upper and/or lower spacers may be produced, for example, together with the hollow bodies in a single pouring. The stacking capability of the conical hollow bodies.
In a further advantageous improvement, the upper and/or lower spacers are conformed annularly. The annular upper and/or lower spacers may be attached, for example, either to the top or the base of the hollow bodies. When conical hollow bodies are used, the upper and/or lower spacers are well adapted to this shape. The annular conformation provides for better loading of the hollow bodies. The top wall of the hollow body is thus not subjected to bending stress.
A particularly advantageous improvement of the invention provides that the upper and/or lower spacers are made from component parts. Since the spacers can be clipped onto the hollow bodies, the thickness of the layer of concrete above and/or below the hollow bodies may be varied according to the selected size of the spacers, so that it is not necessary to use hollow bodies of different dimensions.
It is particularly advantageous if means are provided for attaching the upper and/or lower spacers and/or component parts. This enables the upper and/or lower spacers to be produced independently of the hollow bodies. As a consequence, normal commercially available hollow bodies may be used as receptacles. The upper and/or lower spacers just have to be attached to the receptacles on site. It is conceivable that the upper and/or lower spacers may simply be placed on the hollow bodies.
A particularly advantageous configuration of the invention provides for the attachment of the upper and/or lower spacers and/or component parts to the hollow body by means of a clip mechanism. For this purpose, openings are furnished in regular intervals around the circumference of the hollow bodies, into which the lateral spacers may be clipped.
The clip mechanism provide for secure attachment and adequate stability. It is advantageous if vertical reinforcement is provided in the form of double-headed anchors. These are inserted in at least some of the interstitial spaces created by at least three adjacent hollow bodies. The double-headed anchors have proven to be effective as vertical reinforcement rods. They serve to absorb the tensile and shearing stresses. It is particularly advantageous if the double-headed anchors are attached to three respectively adjacent hollow bodies with a three-point bearing.
It is particularly advantageous if hollow bodies having varying average diameters are provided in the hollow body concrete floor or hollow body concrete slab. Smaller hollow bodies make for smaller bearing distances. Thus if hollow bodies having a smaller diameter are used, relatively high floor loads may be borne without the need-to make the concrete slab thicker above and/or below the hollow bodies.
It is advantageously provided that the hollow bodies are made from plastic. This reduces the weight of the hollow body concrete floor considerably. Moreover, production costs are low, since plastic hollow bodies may be mass-produced. If hollow bodies made from plastic are used, it is possible to use not only conventional concrete receptacles as the hollow bodies, onto which receptacles the upper and/or lower spacers and/or lateral spacers are placed, but also hollow bodies made from plastic, on which the upper and/or lower and/or lateral spacers are conformed directly.
The provision of lateral spacers represents an advantage.
The provision of lateral spacers allows the hollow bodies to be arranged without levelling. If the size of the lateral spacers is varied, the spaces between the hollow bodies may be adjusted to the requirements of the application.
If the lateral spacers constitute a single unit with the hollow body, a significant amount of work at the construction site is eliminated. The hollow bodies with lateral spacers are unloaded from the truck onto the lower reinforcement layers, and then arranged without levelling.
It is advantageous if the spacers may be assembled from separate components. The amount of space required for storage is reduced and transportation facilitated thereby.
In one configuration of the invention, means for attaching the lateral spacers to the hollow bodies are provided. The lateral spacers may be produced independently of the hollow bodies, so that normally available receptacles may be used as the hollow bodies. The hollow bodies are attached to the hollow bodies at the construction site.
The lateral spacers are attached more easily to the hollow bodies if, in accordance with a preferred improvement of the invention the lateral spacers may be secured to the hollow body by means of a clip mechanism. the lateral spacers are only inserted into holes located in the circumference of the hollow bodies.
In an advantageous arrangement, the lateral spacers are assembled from separate components. This has benefits for storage, since less storage space is required.
It is particularly practical if the lateral spacers and/or the upper and/or lower spacers are furnished with apertures distributed over the circumference. These serve to allow the concrete to flow through. The apertures ensure secure implantation of the hollow bodies in the hollow body concrete floor because the concrete fills the apertures.
An improvement of the invention provides that at least some hollow bodies are furnished with at least two lateral.
apertur_es to allow gases to flow in and escape, and that at least two apertures each of different hollow bodies are connected by pipes. This provisional step during construction enables the hollow bodies located in the hollow body concrete floor to be used as a heating or air conditioning system after the concrete has been laid. For example, a fan may be used to force air through the hollow bodies that are connected to one another by a network of pipes. It is preferable to avoid the arrangement of complicated heating or air conditioning systems under the floor pavement.
It is advantageous if at least some pipes are furnished with butterfly valves. These butterfly valves may be used to regulate the flow of air. This means that directed regulation of the individual cavities is with cold or warm air is possible.
In one embodiment, the invention provides a hollow body concrete floor or hollow body concrete slab made from concrete having reinforcements a:::~ conical hollow bodies -7a-the cross-section of which is substantially round, wherein:
hollow bodies are arranged between an upper and a lower reinforcement layer at least in sections substantially in the most compact configuration possible;
upper spacers are arranged between the upper reinforcement layer and the hollow bodies or lower spacers are arranged between the lower reinforcement layer and the hollow bodies, or both upper spacers and lower spacer are provided, with the upper spacers being arranged between the upper reinforcement layer and the hollow bodies and the lower spacers being arranged between the lower reinforcement layer and the hollow bodies;
vertical reinforcements are provided in at least one of the interstitial spaces formed by three adjacent hollow bodies; and wherein the vertical reinforcements are inserted in the interstitial spaces from above.
An embodiment of the invention will be described in detail with reference to the drawing.
In the drawing:
_ 8 _ Fig. 1 is a perspective representation of a hollow body having lateral spacers and lower spacers;
Fig. 2 is a perspective representation of the hollow body with clippable lateral spaces as well as upper and lower spacers;
Fig. 3 is an representation of the clip mechanism;
Fig. 4 is a schematic representation of a hollow body in the adhesive arrangement between concrete and reinforcement;
Fig. 5 is a perspective view of a double-headed anchor;
Fig. 6 is a representation of a hollow body and reinforcement arrangement;
Fig. 7 is a representation of hollow bodies interconnected with pipes.
Fig. 1 shows a hollow body 1 under no load, top wall 2 of which is furnished with ventilation holes 3. Upper spacers 8 are attached to the top face of hollow body 1, lower spacers 9 that are attached to the underside are not visible in Fig. 1. Upper spacers 8 and lower spacers 9 serve to maintain the separation between hollow body 1 and reinforcement layers (not shown). Lateral spacers 5 are attached to the hollow body. Lateral spacers 5 are annular in shape, as are upper spacers 8. Apertures 6 are furnished along the entire circumference of lateral spacers 5 and upper and lower spacers 8, 9. Apertures 6 of upper spacers 8 are located in a concentric cylindrical surface 20.
Apertures 6 of lateral spacers 5 are located in a radial annular surface 21. Apertures 6 allow the concrete to flow through. Apertures 6 enable hollow bodies 1 to be incorporated in the concrete significantly more effectively because the concrete flows through apertures 6. Hollow body 1 consists of a conically conformed receptacle made from plastic. This allows hollow bodies 1 to be stacked inside one another.
Fig. 2 also shows hollow body 1. It differs from Fig. 1 in that lateral spacers 5 and upper spacers 8 and lower spacers 9 may be clipped onto hollow body 1. Lateral spacer 7 is also assembled from four component parts, which must be clipped on individually. A similar method of assembling separate components is also conceivable for upper spacers 8 and lower spacers 9. Upper spacers 8 and lower spacers 9 are attached to the hollow body from above and below respectively. in this embodiment, both spacers 8 and 9 and shown as single-piece units.
Fig. 3 illustrates the principle of a possible clip mechanism 11. Holes 10 are bored in hollow body 1. Upper spacers S and lover spacers 9 are inserted into these holes using a clip mechanism 11. Clip mechanism 11 consists of a pin 12, on whose end 13 distal to lateral spacer 7 or lower spacer 9 is attached an elastic wedge 14, which collapses against pin 12 while the clip mechanism is being inserted in hole 10, and expands again when the mechanism is fully inserted, whereby upper and lower as well as lateral spacers are secured.
Fig. 4 shows a hollow body in the adhesive arrangement between concrete and reinforcement. The necessary distance between adjacent hollow bodies is maintained by lateral spacer 7, The hollows bodies are packed as tightly as possible. Upper spacers 8 and lower spacers 9 maintain the distance between upper reinforcement layer 15 and lower reinforcement layer 16. In known hollow body concrete floors, the hollow body would have had to be suspended in wire cages. A further innovation consists in the lateral spacers do not need to be inserted between the hollow bodies subsequently, which would not allow the hollow bodies to be arranged without levelling. Lateral spacers 7 and spacer 8, 9 are either attached to hollow bodies 1 before they are arranged, or already form an integral part of the unit. This is an exclusive method for saving a great deal of time in arranging the hollow bodies. At the same time, a major fraction of the concrete and steel is eliminated, thereby reducing the weight and the thickness of the floor.
Fig. 5 shows a double-headed anchor 17. This is inserted between adjacent hollow bodies in areas requiring reinforcement against tensile and shearing stresses.
Double-headed anchor 17 absorbs the tensile and shearing stresses, whereas the concrete absorbs the compressive stresses.
Fig. 6 shows a hollow body and reinforcement arrangement.
Hollow bodies 1 with lateral spacers 7 are arranged in the most compact configuration possible. Hollow bodies 1 are situated between two reinforcement layers, the distance from which is maintained by upper and lower spacers 8, 9.
The upper reinforcement also serves as a work surface.
Double-headed anchors 17 are inserted between adjacent hollow bodies 1 in areas requiring reinforcement against tensile and shearing stresses. These are located in the interstitial spaces created by the most tightest possible packing arrangement. In areas 18 where the floor must consist of solid concrete reinforcing cages 19 having the same dimensions as hollow bodies 1 are implemented. The bearing force of the floor shown here is not oriented. This means that floors of any surface shape may be constructed very easily. Before, it was necessary to reinforce the individual ribs of hollow body concrete floors with horizontal reinforcing means. To this end, reinforcing rods had to be woven together. According to the present invention, this can be dispensed with entirely. This represents a considerable reduction in concrete used. The floor is easier to construct and thus also considerably less expensive. The double-headed anchors serve to absorb the tensile and shearing stresses that arise and are inserted from above in the interstitial spaces between the hollow bodies.
Fig. 7 shows hollow bodies 1 having lateral apertures 22.
These lateral apertures 22 are connected by means of pipes 23. Certain pipes are furnished with butterfly valves. In this way, air may be pumped through the hollow bodies in the completed floor that are connected by the pipes. Thus, the floor provides air conditioning and heating. A
complicated piping system is not required.
It is particularly practical if the lateral spacers and/or the upper and/or lower spacers are furnished with apertures distributed over the circumference. These serve to allow the concrete to flow through. The apertures ensure secure implantation of the hollow bodies in the hollow body concrete floor because the concrete fills the apertures.
An improvement of the invention provides that at least some hollow bodies are furnished with at least two lateral.
apertur_es to allow gases to flow in and escape, and that at least two apertures each of different hollow bodies are connected by pipes. This provisional step during construction enables the hollow bodies located in the hollow body concrete floor to be used as a heating or air conditioning system after the concrete has been laid. For example, a fan may be used to force air through the hollow bodies that are connected to one another by a network of pipes. It is preferable to avoid the arrangement of complicated heating or air conditioning systems under the floor pavement.
It is advantageous if at least some pipes are furnished with butterfly valves. These butterfly valves may be used to regulate the flow of air. This means that directed regulation of the individual cavities is with cold or warm air is possible.
In one embodiment, the invention provides a hollow body concrete floor or hollow body concrete slab made from concrete having reinforcements a:::~ conical hollow bodies -7a-the cross-section of which is substantially round, wherein:
hollow bodies are arranged between an upper and a lower reinforcement layer at least in sections substantially in the most compact configuration possible;
upper spacers are arranged between the upper reinforcement layer and the hollow bodies or lower spacers are arranged between the lower reinforcement layer and the hollow bodies, or both upper spacers and lower spacer are provided, with the upper spacers being arranged between the upper reinforcement layer and the hollow bodies and the lower spacers being arranged between the lower reinforcement layer and the hollow bodies;
vertical reinforcements are provided in at least one of the interstitial spaces formed by three adjacent hollow bodies; and wherein the vertical reinforcements are inserted in the interstitial spaces from above.
An embodiment of the invention will be described in detail with reference to the drawing.
In the drawing:
_ 8 _ Fig. 1 is a perspective representation of a hollow body having lateral spacers and lower spacers;
Fig. 2 is a perspective representation of the hollow body with clippable lateral spaces as well as upper and lower spacers;
Fig. 3 is an representation of the clip mechanism;
Fig. 4 is a schematic representation of a hollow body in the adhesive arrangement between concrete and reinforcement;
Fig. 5 is a perspective view of a double-headed anchor;
Fig. 6 is a representation of a hollow body and reinforcement arrangement;
Fig. 7 is a representation of hollow bodies interconnected with pipes.
Fig. 1 shows a hollow body 1 under no load, top wall 2 of which is furnished with ventilation holes 3. Upper spacers 8 are attached to the top face of hollow body 1, lower spacers 9 that are attached to the underside are not visible in Fig. 1. Upper spacers 8 and lower spacers 9 serve to maintain the separation between hollow body 1 and reinforcement layers (not shown). Lateral spacers 5 are attached to the hollow body. Lateral spacers 5 are annular in shape, as are upper spacers 8. Apertures 6 are furnished along the entire circumference of lateral spacers 5 and upper and lower spacers 8, 9. Apertures 6 of upper spacers 8 are located in a concentric cylindrical surface 20.
Apertures 6 of lateral spacers 5 are located in a radial annular surface 21. Apertures 6 allow the concrete to flow through. Apertures 6 enable hollow bodies 1 to be incorporated in the concrete significantly more effectively because the concrete flows through apertures 6. Hollow body 1 consists of a conically conformed receptacle made from plastic. This allows hollow bodies 1 to be stacked inside one another.
Fig. 2 also shows hollow body 1. It differs from Fig. 1 in that lateral spacers 5 and upper spacers 8 and lower spacers 9 may be clipped onto hollow body 1. Lateral spacer 7 is also assembled from four component parts, which must be clipped on individually. A similar method of assembling separate components is also conceivable for upper spacers 8 and lower spacers 9. Upper spacers 8 and lower spacers 9 are attached to the hollow body from above and below respectively. in this embodiment, both spacers 8 and 9 and shown as single-piece units.
Fig. 3 illustrates the principle of a possible clip mechanism 11. Holes 10 are bored in hollow body 1. Upper spacers S and lover spacers 9 are inserted into these holes using a clip mechanism 11. Clip mechanism 11 consists of a pin 12, on whose end 13 distal to lateral spacer 7 or lower spacer 9 is attached an elastic wedge 14, which collapses against pin 12 while the clip mechanism is being inserted in hole 10, and expands again when the mechanism is fully inserted, whereby upper and lower as well as lateral spacers are secured.
Fig. 4 shows a hollow body in the adhesive arrangement between concrete and reinforcement. The necessary distance between adjacent hollow bodies is maintained by lateral spacer 7, The hollows bodies are packed as tightly as possible. Upper spacers 8 and lower spacers 9 maintain the distance between upper reinforcement layer 15 and lower reinforcement layer 16. In known hollow body concrete floors, the hollow body would have had to be suspended in wire cages. A further innovation consists in the lateral spacers do not need to be inserted between the hollow bodies subsequently, which would not allow the hollow bodies to be arranged without levelling. Lateral spacers 7 and spacer 8, 9 are either attached to hollow bodies 1 before they are arranged, or already form an integral part of the unit. This is an exclusive method for saving a great deal of time in arranging the hollow bodies. At the same time, a major fraction of the concrete and steel is eliminated, thereby reducing the weight and the thickness of the floor.
Fig. 5 shows a double-headed anchor 17. This is inserted between adjacent hollow bodies in areas requiring reinforcement against tensile and shearing stresses.
Double-headed anchor 17 absorbs the tensile and shearing stresses, whereas the concrete absorbs the compressive stresses.
Fig. 6 shows a hollow body and reinforcement arrangement.
Hollow bodies 1 with lateral spacers 7 are arranged in the most compact configuration possible. Hollow bodies 1 are situated between two reinforcement layers, the distance from which is maintained by upper and lower spacers 8, 9.
The upper reinforcement also serves as a work surface.
Double-headed anchors 17 are inserted between adjacent hollow bodies 1 in areas requiring reinforcement against tensile and shearing stresses. These are located in the interstitial spaces created by the most tightest possible packing arrangement. In areas 18 where the floor must consist of solid concrete reinforcing cages 19 having the same dimensions as hollow bodies 1 are implemented. The bearing force of the floor shown here is not oriented. This means that floors of any surface shape may be constructed very easily. Before, it was necessary to reinforce the individual ribs of hollow body concrete floors with horizontal reinforcing means. To this end, reinforcing rods had to be woven together. According to the present invention, this can be dispensed with entirely. This represents a considerable reduction in concrete used. The floor is easier to construct and thus also considerably less expensive. The double-headed anchors serve to absorb the tensile and shearing stresses that arise and are inserted from above in the interstitial spaces between the hollow bodies.
Fig. 7 shows hollow bodies 1 having lateral apertures 22.
These lateral apertures 22 are connected by means of pipes 23. Certain pipes are furnished with butterfly valves. In this way, air may be pumped through the hollow bodies in the completed floor that are connected by the pipes. Thus, the floor provides air conditioning and heating. A
complicated piping system is not required.
Key to drawings 01 Hollow body 02 Top face 03 Ventilation holes 04 Bottom face 05 Lateral spacers 06 Apertures 07 Lateral spacers 08 Upper spacers 09 Lower spacers Boreholes 11 Clip mechanism 12 Pin 13 End 14 Elastic wedge Upper reinforcement layer 16 Lower reinforcement layer 17 Double-headed anchor 18 Solid concrete floor area 19 Reinforcement cages Concentric surface 21 Radial surface 22 Lateral apertures 23 Pipes
Claims (18)
1. A hollow body concrete floor or hollow body concrete slab made from concrete having reinforcements and conical hollow bodies the cross-section of which is substantially round, wherein:
hollow bodies are arranged between an upper and a lower reinforcement layer at least in sections substantially in the most compact configuration possible, wherein three adjacent hollow bodies form interstitial spaces;
upper spacers are arranged between the upper reinforcement layer and the hollow bodies or lower spacers are arranged between the lower reinforcement layer and the hollow bodies, or both upper spacers and lower spacer are provided, with the upper spacers being arranged between the upper reinforcement layer and the hollow bodies and the lower spacers being arranged between the lower reinforcement layer and the hollow bodies;
vertical reinforcements are provided in at least one of the interstitial spaces formed by three adjacent hollow bodies; and wherein the vertical reinforcements are inserted in the interstitial spaces from above.
hollow bodies are arranged between an upper and a lower reinforcement layer at least in sections substantially in the most compact configuration possible, wherein three adjacent hollow bodies form interstitial spaces;
upper spacers are arranged between the upper reinforcement layer and the hollow bodies or lower spacers are arranged between the lower reinforcement layer and the hollow bodies, or both upper spacers and lower spacer are provided, with the upper spacers being arranged between the upper reinforcement layer and the hollow bodies and the lower spacers being arranged between the lower reinforcement layer and the hollow bodies;
vertical reinforcements are provided in at least one of the interstitial spaces formed by three adjacent hollow bodies; and wherein the vertical reinforcements are inserted in the interstitial spaces from above.
2. The hollow body concrete floor or hollow body concrete slab according to claim 1, wherein lateral spacers are provided.
3. The hollow concrete floor or hollow body concrete slab according to claim 1 or 2, wherein the hollow bodies and the upper spacers form a single unit.
4. The hollow concrete floor or hollow body concrete slab according to claim 1 or 2, wherein the hollow bodies and the lower spacers form a single unit.
5. The hollow concrete floor or hollow body concrete slab according to claim 1 or 2, wherein the hollow bodies, the upper spacers, and the lower spacers form a single unit.
6. The hollow concrete floor or hollow body concrete slab according to claim 1 or 2, wherein the hollow bodies and the lateral spacers form a single unit.
7. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 6, wherein the upper spacers, or the lower spacers, or the lateral spacers, or any combination thereof, are annular.
8. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 7, wherein the upper spacers are assembled from separate components.
9. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 7, wherein the lower spacers are assembled from separate components.
10. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 7, wherein the lateral spacers are assembled from separate components.
11. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 10, wherein means are provided for attaching the upper spacers, the lower spacers, or the lateral spacers, or any combination thereof, to the hollow bodies.
12. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 11, wherein the upper spacers, the lower spacers, or the lateral spacers, or any combination thereof, are secured to the hollow bodies by means of a clip mechanism.
13. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 12, wherein the hollow bodies have varying average diameters.
14. The hollow body concrete floor or hollow body concrete slab according to any one of claims 1 to 13, wherein the hollow bodies are made from plastic.
15. The hollow body concrete floor or hollow body concrete slab according to any one of claims 2 to 14, wherein the upper spacers, the lower spacers, or the lateral spacers, or any combination thereof, are furnished with apertures distributed about their entire circumference.
16. The hollow body concrete floor or hollow body concrete slab according to any one of claims 1 to 15, wherein at least two hollow bodies are furnished with at least two lateral apertures to allow gases to flow in and escape, and at least two apertures each of different hollow bodies are interconnected by at least one pipe.
17. The hollow body concrete floor or hollow body concrete slab according to any one of claims 1 to 16, wherein at least one pipe is furnished with butterfly valves.
18. The hollow body concrete floor or hollow body concrete slab according to any one of claims 1 to 17, wherein the vertical reinforcements are double-headed anchors.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE10004640A DE10004640A1 (en) | 2000-02-03 | 2000-02-03 | Hollow body with spacers |
| DE10004640.1 | 2000-02-03 | ||
| PCT/DE2001/000399 WO2001057335A1 (en) | 2000-02-03 | 2001-02-01 | Honeycomb-structured hollow-block concrete floor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2398157A1 CA2398157A1 (en) | 2001-08-09 |
| CA2398157C true CA2398157C (en) | 2010-04-13 |
Family
ID=7629635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2398157A Expired - Lifetime CA2398157C (en) | 2000-02-03 | 2001-02-01 | Honeycomb-structured hollow-block concrete floor |
Country Status (11)
| Country | Link |
|---|---|
| US (1) | US20030110724A1 (en) |
| EP (1) | EP1252403B9 (en) |
| AT (1) | ATE433525T1 (en) |
| AU (1) | AU782061B2 (en) |
| BR (1) | BR0107372B1 (en) |
| CA (1) | CA2398157C (en) |
| DE (2) | DE10004640A1 (en) |
| DK (1) | DK1252403T5 (en) |
| ES (1) | ES2328010T3 (en) |
| PT (1) | PT1252403E (en) |
| WO (1) | WO2001057335A1 (en) |
Families Citing this family (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITPN20010085A1 (en) | 2001-12-05 | 2003-06-05 | Daliform S R L | CONCEALED FORMWORK FOR THE CONSTRUCTION OF SLABS TO BE USED IN BUILDING. |
| BE1015117A5 (en) * | 2002-09-23 | 2004-10-05 | Belvi Nv | Prefabricated element and method for manufacturing same. |
| FR2856092B1 (en) * | 2003-06-16 | 2006-12-29 | Rector | ENLEGANT ELEMENT FOR ELEGI CONCRETE FLOORS, PREFABRICATED PRECAST CONCRETE SLAB AND ELEGI CONCRETE FLOORS. |
| US20050138877A1 (en) * | 2003-12-30 | 2005-06-30 | Kenji Inoue | Plane lattice hollow concrete slab and cross arm brace |
| US7540121B2 (en) * | 2004-08-13 | 2009-06-02 | Bam Ag | Steel-concrete hollow bodied slab or ceiling |
| EP2236686A1 (en) * | 2009-04-03 | 2010-10-06 | F.J. Aschwanden AG | Reinforcing element for absorbing forces in concrete slabs in the area of supporting elements |
| US8407959B2 (en) * | 2011-04-29 | 2013-04-02 | Donald G. W. Ytterberg | Elastic restraint system for shrinkage compensating concrete slab |
| ITBO20110323A1 (en) * | 2011-06-06 | 2012-12-07 | .L. | ATTACHMENT PANELS FOR CONCRETE STRUCTURES |
| DE102015009485B4 (en) | 2015-07-21 | 2019-11-21 | Andrej Albert | Arrangements of displacement bodies for insertion into reinforced concrete components, displacement body and serving to secure the displacement body holding and spacer elements and reinforced concrete component |
| CN105386554A (en) * | 2015-12-10 | 2016-03-09 | 重庆福悦安科技有限公司 | Honeycomb core box |
| EP3289148A1 (en) * | 2016-06-09 | 2018-03-07 | Mirkhani, Seyed Soroush | A slab filler |
| IT201600083287A1 (en) * | 2016-08-08 | 2018-02-08 | T P S S R L | ELEMENT OF FEELING FOR BUILDING. |
| IT201600130461A1 (en) * | 2016-12-23 | 2018-06-23 | T P S S R L | ELEMENT OF FEELING FOR BUILDING |
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| US1313500A (en) * | 1919-08-19 | Floor construction or the like | ||
| US577598A (en) * | 1897-02-23 | Fireproof construction | ||
| US1077394A (en) * | 1911-01-09 | 1913-11-04 | Edward F Crane | Floor construction. |
| US1190206A (en) * | 1911-02-23 | 1916-07-04 | Edwin R Storm | Fireproof floor. |
| US1038551A (en) * | 1911-07-17 | 1912-09-17 | William D Forsyth | Fireproof floor system. |
| US1085862A (en) * | 1912-11-25 | 1914-02-03 | Ernest A Herzberg | Floor structure. |
| US1165985A (en) * | 1912-12-07 | 1915-12-28 | Corrugated Bar Company | Tile-concrete floor. |
| US1160384A (en) * | 1913-04-11 | 1915-11-16 | H A Crane & Bro Inc | Concrete floor construction. |
| US1280586A (en) * | 1918-01-03 | 1918-10-01 | William S Post | Combination ceiling and floor construction. |
| US1338567A (en) * | 1919-10-24 | 1920-04-27 | Flynn Dennis John | Reinforced-concrete floor construction |
| US1747294A (en) * | 1924-07-15 | 1930-02-18 | Goldsmith Metal Lath Company | Floor construction |
| US1602985A (en) * | 1924-10-31 | 1926-10-12 | Republic Fireproofing Company | Building block |
| US1753496A (en) * | 1926-01-22 | 1930-04-08 | George Thompson | Concrete-floor construction |
| US2005958A (en) * | 1933-03-13 | 1935-06-25 | Peter H Sereff | Tile |
| US1990654A (en) * | 1933-10-28 | 1935-02-12 | Guy F Kotrbaty | Floor construction |
| US2916909A (en) * | 1956-01-09 | 1959-12-15 | Incorporated Fenestra | System of building construction |
| DE1286730B (en) * | 1963-12-11 | 1969-01-09 | Hanekamp Hermann | Plastic filler for the production of concrete cassette, ribbed ceilings or the like. |
| US3328932A (en) * | 1964-09-02 | 1967-07-04 | David B Cheskin | Void former and void former in a concrete floor construction |
| US3885296A (en) * | 1974-07-11 | 1975-05-27 | Robert K Stout | Method for making cast-in-place concrete structures |
| NL7411231A (en) * | 1974-08-23 | 1976-02-25 | Ballast Nedam Groep Nv | FORMWORK ELEMENT. |
| US4037375A (en) * | 1975-08-18 | 1977-07-26 | Theodore Maggos | Multi-story floor-ceiling system and method |
| US3999341A (en) * | 1975-09-29 | 1976-12-28 | Stout Robert K | Composite concrete structure and method of making same |
| DE2652096A1 (en) * | 1976-11-16 | 1978-05-18 | Franz Dr Ing Simons | Hollow concrete slab reinforcement layout - has non-displaceable filler pieces mounted between distributor rods and hooked stirrups |
| US4213281A (en) * | 1977-12-12 | 1980-07-22 | Zarzosa Castilla Agustin F | Construction of roofs, floors and beams |
| DE7817430U1 (en) * | 1978-06-21 | 1978-10-26 | Miesen, Walter, 4650 Gelsenkirchen | SPACERS |
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| US4788809A (en) * | 1985-12-24 | 1988-12-06 | Koukourou & Partners Pty. Ltd. | Building foundation |
| PT102019B (en) * | 1997-06-11 | 2001-11-30 | Ferreira Eduarda Fanha Nunes R | BOX OF PLASTIC FOR ALVEOLO OF LAJE FUNGIFORME OF TOTAL INVOLVEMENT |
| DE19734458A1 (en) * | 1997-07-26 | 1999-01-28 | Deha Ankersysteme | Dowel bar for shear reinforcement |
| EP0924361A1 (en) * | 1997-12-18 | 1999-06-23 | Jorgen Lassen | Method of making a reinforced concrete structure and reinforcing assembly for carrying out said method |
| DE19758270A1 (en) * | 1997-12-31 | 1999-07-01 | Schoeck Bauteile Gmbh | Concealed recess component for forming recesses in reinforced concrete ceilings or walls |
| DE29821000U1 (en) * | 1998-08-17 | 1999-02-11 | Häussler Planung GmbH, 87435 Kempten | Reinforcement cage |
| DE19837077A1 (en) | 1998-08-17 | 2000-02-24 | Haeussler Planung Gmbh | Reinforcement cage and its arrangement for the production of reinforced concrete hollow slabs |
| DE19842512C1 (en) * | 1998-09-17 | 2000-09-28 | Kaiser Gmbh & Co | Arrangement for installing built-in component in wall or hollow body has plate-shaped adapter for insertion into circular opening to adapt cross-section for component to be installed |
| PT102332B (en) * | 1999-07-12 | 2012-07-09 | Antonio Francisco Febra | LOST MOLD ELEMENT FOR FUNGIFORM LAX CONSTRUCTION |
-
2000
- 2000-02-03 DE DE10004640A patent/DE10004640A1/en not_active Withdrawn
-
2001
- 2001-02-01 EP EP01913563A patent/EP1252403B9/en not_active Expired - Lifetime
- 2001-02-01 DK DK01913563.1T patent/DK1252403T5/en active
- 2001-02-01 ES ES01913563T patent/ES2328010T3/en not_active Expired - Lifetime
- 2001-02-01 BR BRPI0107372-9A patent/BR0107372B1/en not_active IP Right Cessation
- 2001-02-01 PT PT01913563T patent/PT1252403E/en unknown
- 2001-02-01 US US10/169,207 patent/US20030110724A1/en not_active Abandoned
- 2001-02-01 WO PCT/DE2001/000399 patent/WO2001057335A1/en active IP Right Grant
- 2001-02-01 AU AU39153/01A patent/AU782061B2/en not_active Ceased
- 2001-02-01 AT AT01913563T patent/ATE433525T1/en active
- 2001-02-01 CA CA2398157A patent/CA2398157C/en not_active Expired - Lifetime
- 2001-02-01 DE DE50114931T patent/DE50114931D1/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| ATE433525T1 (en) | 2009-06-15 |
| DE10004640A1 (en) | 2001-08-09 |
| DE50114931D1 (en) | 2009-07-23 |
| WO2001057335A1 (en) | 2001-08-09 |
| ES2328010T3 (en) | 2009-11-06 |
| DK1252403T3 (en) | 2009-10-19 |
| CA2398157A1 (en) | 2001-08-09 |
| US20030110724A1 (en) | 2003-06-19 |
| BR0107372B1 (en) | 2012-12-11 |
| AU782061B2 (en) | 2005-06-30 |
| AU3915301A (en) | 2001-08-14 |
| EP1252403B9 (en) | 2009-12-02 |
| EP1252403B1 (en) | 2009-06-10 |
| PT1252403E (en) | 2009-07-20 |
| DK1252403T5 (en) | 2010-03-29 |
| BR0107372A (en) | 2002-10-01 |
| EP1252403A1 (en) | 2002-10-30 |
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