CONNECTION ELEMENT FOR THE BUILDING INDUSTRY, METHOD FOR CONSOLIDATING A STRUCTURAL AND NON-STRUCTURAL ELEMENT, AND RELATED INSTALLATION KIT

Abstract

A connection element (12) of composite material includes a bundle of fibers (14) and a binding agent. The connection element (12) further includes an insertion portion (16) having two ends (18, 20). The insertion portion (16) includes a section of the bundle of fibers embedded in the binding agent to form a monolithic structure; at at least one of the ends (18, 20) a fixing portion (22, 24) is provided. The fixing portion (22, 24) includes fibers (14) overhanging from the insertion portion (16) and partially embedded in the monolithic structure. The fibers are predisposed with anchors (26, 28) adapted to form an anchorage between the fibers (14) of the fixing portion (22, 24) and a plaster and/or a reinforcement element.

Claims

1. Connection element in composite material comprising a bundle of fibres and a binding agent, said connection element comprising an insertion portion having two ends; said insertion portion comprising a section of said bundle of fibres embedded in said binding agent to form a monolithic structure; at least one of said ends being provided with a fixing portion; wherein said fixing portion comprises fibres overhanging from the insertion portion and partially embedded in the monolithic structure, said fibres being predisposed with anchors adapted to form an anchorage between said fibres of said fixing portion and a plaster and/or a reinforcement element.

2. Connection element according to claim 1, wherein the fibres in said fixing portion are virgin.

3. Connection element according to claim 1, wherein the fibres in said fixing portion have been embedded in the binding agent and subsequently released.

4. Connection element according to claim 1, wherein said binding element is an organic resin or inorganic resin.

5. Connection element according to claim 1, wherein said anchors comprise an element chosen from the group consisting of: sphere, disc, cylinder, drop, and polyhedron.

6. Connection element according to claim 1, wherein said insertion portion is prepared with a smooth, or rough surface to facilitate chemical and/or mechanical collaboration with a structural or non-structural element in which said insertion portion is inserted.

7. Connection element according to claim 1, wherein said anchors comprise fibres of said fixing portion which are folded with one end spliced near the insertion portion.

8. Connection element according to claim 1, wherein said fibres comprise synthetic organic fibres, natural organic fibres, inorganic fibres, and/or metallic fibres.

9. Method for consolidating a structural and/or non-structural element with a connection element according to claim 1, comprising the steps of: preparing a hole in said structural and/or non-structural element; arranging an anchoring resin inside the hole; inserting the insertion portion of the connection element in the hole; and preparing a plaster at the fixing portion.

10. Method according to claim 9, comprising a step of arranging a reinforcement mesh on a surface of the structural and/or non-structural element.

11. Installation kit of a connection element comprising a connection element according to claim 1, and an insertion funnel (40) adapted to facilitate insertion of the connection element inside a hole of a structural or non-structural element.

Description

DESCRIPTION OF THE DRAWINGS

[0028] Further features and advantages of the present invention will become more comprehensible from the following description of preferred embodiments thereof given by way of non-limiting examples, in which:

[0029] FIG. 1 diagrammatically shows a first embodiment of a connection element according to the present invention;

[0030] FIG. 2 diagrammatically shows an alternative embodiment of the connection element according to the present invention;

[0031] FIG. 3 diagrammatically shows a possible embodiment of a connection element according to the present invention;

[0032] FIGS. 4 and 5 diagrammatically show two possible alternatives related to the section obtained with the plane A-A of FIG. 3;

[0033] FIG. 6 diagrammatically shows a possible operating configuration of the connection element according to the present invention, the section of which is shown in FIG. 5;

[0034] FIG. 7 diagrammatically shows a connection element according to the present invention in a possible condition of use;

[0035] FIG. 8 diagrammatically shows a component of a kit according to the present invention; and

[0036] FIG. 9 diagrammatically shows a longitudinal section of a component of a kit according to the present invention.

[0037] Elements or parts in common to the embodiments described will be indicated hereafter using the same reference numerals.

DETAILED DESCRIPTION

[0038] FIG. 1 shows a connection element 12 according to the present invention.

[0039] The connection element 12 is made of composite material comprising a bundle of fibres 14 and a binding agent.

[0040] More in detail, the connection element 12 comprises an insertion portion 16 having two ends 18, 20. The insertion portion 16 comprises a section of the bundle of fibres embedded in the binding agent to form a monolithic structure. A fixing portion 22, 24 is provided at at least one of the ends 18, 20.

[0041] The fixing portion 22, 24 comprises fibres 14 overhanging from the insertion portion 16 and therefore partially embedded in the monolithic structure. The fibres 14 of the fixing portion 22, 24 are predisposed with anchorage means 26, 28 adapted to realize an anchorage between the fibres 14 of the fixing portion 22, 24 and a plaster and/or a reinforcement element and/or a binding agent-based matrix.

[0042] According to a possible embodiment, the fibres 14 in the fixing portion 22, 24 have been embedded in the binding agent and then released.

[0043] Advantageously, the fibres 14 in said fixing portion 22, 24 may be virgin or at least partially virgin.

[0044] In this disclosure, the expression virgin fibres means fibres and/or portions thereof which have not been embedded in the resin. In technical jargon, virgin fibres may also be defined as dry fibres. In particular, virgin fibres are fibres and/or portions thereof which have not been resin-embedded to form a monolithic structure.

[0045] The bundle of fibres may comprise synthetic organic fibres, natural organic fibres, inorganic fibres, and/or metallic fibres.

[0046] With reference to synthetic organic fibres, these may comprise, for example, aramid fibres, poly-para-phenyl benzobisoxazole (PBO), and/or polyester.

[0047] Natural organic fibres may comprise, for example: cotton, hemp, flax, sisal, etc.

[0048] The inorganic fibres may comprise, for example: glass, carbon, basalt, etc.

[0049] The metallic fibres may comprise, for example: stainless steel, carbon steel, copper, brass.

[0050] According to a possible embodiment of the present invention, the bundle of fibres may comprise fibres of different types in the same bundle.

[0051] The binding agent may be, for example, an organic or inorganic resin.

[0052] As for the resin, this may be of the thermosetting or thermoplastic type. In the case of a thermosetting resin, it may be chosen, for example, from the group comprising vinyl-ester resins, poly-ester resins, bisphenol resins, epoxy resins, etc.

[0053] Advantageously, the fibres may be treated with surface additives to improve the durability thereof and the adhesion thereof with the resin and/or the matrix, which may be organic, inorganic or of another type.

[0054] According to a possible embodiment of the present invention, the insertion portion 16, which in use is inserted inside a hole in the masonry, may have an outer surface with quartz sand and resin fillings, or an outer surface subjected to roughening by means of a mechanical processing or application of material.

[0055] The length of the insertion portion 16 may range from 10 mm to 20000 mm. Advantageously, the length of the insertion portion 16 may be decided based on the thickness of the structural or non-structural element in which it must be inserted.

[0056] The insertion portion 16 may have a substantially circular, rectangular, or square cross-section or a cross-section according to design specifications.

[0057] According to a possible embodiment, the insertion portion 16 may be hollow for geotechnical or structural applications in general, in order to facilitate any filling through the inner volume of the connector (injection of grout or structural materials which are primordially fluid or semi-fluid).

[0058] Advantageously, the diameter of the insertion portion 16 may range from 1 mm to 150 mm.

[0059] The fixing portion 22, 24 may be arranged at one or both ends 18, 20 of the insertion portion. In particular, the length of the fixing portion 22, 24 may range from 10 mm to 20000 mm.

[0060] In any case, as it will be obvious to the skilled in the art, such fibres 14 of the fixing portion 22, 24 may be, for example, preliminarily primed or soaked in an organic or inorganic matrix and/or a matrix of another type in order to improve the mechanical behaviour thereof.

[0061] The anchorage means 26, 28 may be arranged in a position distal with respect to the insertion portion (16).

[0062] As for the shape thereof, the anchorage means 26, 28 may comprise, for example, spherical, circular, cylindrical, drop-like, polyhedral shapes.

[0063] Furthermore, the anchorage means 26, 28 may also have generic shapes.

[0064] In addition, the surface of the anchorage means 26, 28 may be smooth or rough, to allow an adequate chemical and/or mechanical collaboration with the structural or non-structural element on which it is connected/inserted.

[0065] According to a possible embodiment, the anchorage means 26, 28 may be made of different materials depending on the purposes.

[0066] For example, they may be made of polymeric, binding, metallic material, etc.

[0067] According to alternative embodiments, the anchorage means may also be made of wood.

[0068] According to a possible embodiment of the present invention, the fixing portion 22, 24 comprises fibres 14 which may be folded so that the end thereof may also be spliced with at least one fibre 14 close to the insertion portion 16.

[0069] The junction may be made both in a continuous production line as well as, in a second step, for example, by crimping with plastic and/or metal rings, manual and/or automatic gluing.

[0070] This type of junction provides anchorage means 26, 28 which comprise anchoring rings 262, 264, 266, 268.

[0071] In accordance with a possible embodiment of the present invention, which may be seen in the example of FIG. 4, which shows in section the fixing portion 22, 24, it may be substantially flat and lie substantially parallel to the anchoring rings 262, 264, 266, 268.

[0072] In accordance with a possible embodiment which may be seen in the example of FIGS. 5 and 6, the fixing portion 22, 24 may be substantially flat, as in the previous case, but it may comprise two superimposed branches 221, 222. Advantageously, in use, the two branches 221, 222 may be spread apart from each other according to two different directions, as shown in the example of FIG. 6.

[0073] In use, the insertion portion 16 is inserted inside a hole made in the structural and/or non-structural element, and the fixing portion 22, 24 is bent towards the masonry and embedded in the plaster so that the anchorage means 26, 28 exert an additional anchoring action with respect to that exerted only by the fibres of the prior art, when immersed in a matrix.

[0074] A method for making a connection element 12 out of composite material comprising fibres 14 and a resin-based binding agent according to the present invention will be described below. The method comprises the steps of: [0075] providing a bundle of fibres 14; [0076] impregnating the fibres 14 by means of a resin-based binding agent, carried out at predetermined sections of the bundle of fibres 14; [0077] passing the impregnated fibres 14 inside a die having a certain cross-section; [0078] hardening the binding agent inside the die or curing furnace; [0079] cutting the connection element 12, forming an insertion portion 16 having two ends 18, 20 and a fixing portion 22, 24 at at least one of the ends 18, 20; and [0080] arranging the anchorage means 26, 28 at at least one fixing portion 22, 24.

[0081] According to a possible embodiment of the present invention, the cutting may occur at a section of the bundle of fibres impregnated with resin, or at a section of the bundle of fibres 14 in which the fibres 14 comprise or consist of virgin fibres.

[0082] According to a possible alternative embodiment of the present invention, the method for manufacturing a connection element 12 may comprise the steps of: [0083] providing a bundle of fibres 14; [0084] impregnating the fibres 14 with a binding agent; [0085] passing the impregnated fibres 14 inside a die having a certain cross-section; [0086] hardening the binding agent inside the die or curing furnace; [0087] cutting of the connection element 12; [0088] possibly releasing a portion of the fibres, forming an insertion portion 16 having two ends 18, 20 and a fixing portion 22, 24 at at least one of the ends 18, 20 [0089] arranging the anchorage means 26, 28 at at least one fixing portion 22, 24.

[0090] Advantageously, the step of impregnating with the binding agent may involve only some sections of the fibres, i.e., those which will constitute the insertion portion 16 of the connection element 12. In this case, the portions of the fibres which will form the fixing portions will be of the virgin type.

[0091] A method for consolidating/reinforcing a structural and/or non-structural element with a connection element according to the present invention will now be described.

[0092] With reference to FIG. 7, the method for consolidating a masonry 54 with a connection element 12 of the present invention essentially comprises the steps of: [0093] preparing a hole 50 in a structural and/or non-structural element; [0094] arranging an anchoring resin inside the hole 50; [0095] inserting the insertion portion 16 of the connection element 12 in the hole 50; and [0096] preparing a plaster or a specific matrix or mixture of aggregates and binding agents 52 at the fixing portion 22 of the connection element 12.

[0097] According to a possible embodiment of the present invention, the method may comprise a step in which a reinforcement mesh is provided on the surface of the masonry.

[0098] The present invention also relates to an installation kit comprising an insertion funnel 40 adapted to facilitate the insertion of the connection element 12 inside a hole in a masonry.

[0099] Advantageously, the insertion funnel 40 may also be used to guide the virgin fibres of the fixing portion at the curving area on the surface of the structural and/or non-structural element.

[0100] Advantageously, the insertion funnel 40 may comprise a tubular portion 44, adapted to be inserted inside a hole, and a diverging portion.

[0101] The insertion funnel 40 may be useful for positioning the fixing portions 22, 24 in order to improve the mechanical behaviour of the connection element, for example, by improving and increasing the extraction force.

[0102] The advantages which may be achieved with a connection element according to the present invention, with the related installation method and with the installation kit are therefore now evident.

[0103] First, a single connection element has become available, which may be used to connect two plate-like resistant elements through a hole in a structural and/or non-structural element. In this case, the ends of the connector are both provided with a fixing portion.

[0104] By means of the anchorage means, embedded in the plaster or connected to reinforcement elements, such as, for example, a mesh in the resin, an anchorage is obtained, effectively ensuring a better performance of the tensile connector.

[0105] Furthermore, in the case where the ends of the connector are both provided with a fixing portion, the need to join two L-shaped elements inside the masonry has been eliminated.

[0106] The connection element according to the present invention may be used, for example, as a connection system between reinforcement elements for the wall/resistant element which is required to increase the performance by means of a symmetrical or partially symmetrical reinforcement layout.

[0107] The connector also acts as a tie rod, bracing and/or nail for geotechnics or slope stabilization (geotechnical works in general), the dry terminals/free ends thereof being possibly made on site with any geometric shape, by means of pre-moulding in the factory or direct pre-application on site, with or without the application of a mat to facilitate the creation of a junction plate or finally by providing a light primer already in the production step to improve the application steps, with the bracing and/or tie rod elements.

[0108] Furthermore, it may be used as bracket or reinforcement in general, continuous or discontinuous, for structural or non-structural elements in reinforced concrete, completing the construction steps in the factory (co-moulding or similar techniques) or on site.

[0109] Furthermore, the particular production method allows to manufacture a product which maintains the mechanical resistance and stiffness properties of the connection in the anchorage area of the elements to be connected unaltered.

[0110] In order to meet specific needs, those skilled in the art will be able to make changes to the embodiments described above and/or replace the elements described with equivalent elements without departing from the scope of the appended claims.