EP0861949A2 - Prefabricated mesh for structural members - Google Patents
Prefabricated mesh for structural members Download PDFInfo
- Publication number
- EP0861949A2 EP0861949A2 EP98500034A EP98500034A EP0861949A2 EP 0861949 A2 EP0861949 A2 EP 0861949A2 EP 98500034 A EP98500034 A EP 98500034A EP 98500034 A EP98500034 A EP 98500034A EP 0861949 A2 EP0861949 A2 EP 0861949A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- structural members
- carrying bars
- metres
- mesh
- carrying
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
Definitions
- the present invention relates to a prefabricated mesh, of the type used in the reinforcement of structural members, which proves to be particularly suitable fcr the reinforcement of "hollow-slab” structural members.
- the abovementioned structural members with girders in all cases transmit the loads to the girders and from them to the corresponding pillars; in fact, in some cases, they are partially prefabricated and in others they are constructed totally "in situ", with the special feature that they all bend basically in one direction.
- structural members without girders mention may be made of those known as “hollow-slab structural members” and “lattice-type structural members”; in fact structural members of this type are constructed totally “in situ” and the loads are transmitted directly to the pillars, although they can also be transmitted to the girders.
- the structural members bend in two directions and the reinforcement is formed with steel bars or bidirectional meshes.
- bidirectional meshes which may, and in fact on many occasions do, constitute prefabricated elements, are structured on the basis of carrying bars arranged both in the longitudinal and in the transverse direction, their length being variable, of the order of 6.00 metres, while their width is limited by the transport width, 2.20 metres.
- the prefabricated mesh which the invention proposes provides a fully satisfactory solution to the problem set out above, based on a unidirectional structure, in such a way that only carrying bars arranged in the longitudinal direction contribute to the panel formed by the mesh, with the help of very fine, widely spaced bars, which have no carrying role but the exclusive function of serving as connecting links for the first bars, constituting the panel in question.
- the panel formed with a prefabricated mesh of this type is considerably lighter, lacking transverse carrying bars, because of which it can maintain the normal length of 6.00 metres and can even reach 12.00 metres, proving to be more manoeuvrable in all cases.
- a structural member it makes it possible for a structural member to be reinforced exclusively in one direction, when that is deemed to be suitable, or in two perpendicular directions; in this latter case, obviously, by means of the use of two groups or planes of panels, arranged perpendicularly to each other, that is to say with one group of panels placed along the "X" axis covering the entire surface of the structural member, and a second plane of panels placed along the "Y" direction.
- the assembly system for installing firstly the mesh panels of the "X” direction makes it possible to insert positive or negative strengtheners into this layer before installing the second mesh, orthogonal to the first one, that is to say in the "Y” direction, thus making use of the full usable design thickness of the structural member.
- Figure 1 Shows, in a diagrammatic representation in perspective, a prefabricated mesh for structural members produced in accordance with the object of the present invention.
- Figure 2. Shows, also according to a perspective view, a plurality of meshes like that of the previous figure, represented diagrammatically as simple rectangles and arranged in two layers to form the bidirectional reinforcement of a structural member.
- Figure 3. Shows a diagrammatic representation in plan view of part of the reinforcement of a structural member produced with the mesh of the previous figures, in which the overlap regions between meshes have been represented as broken lines.
- the prefabricated mesh for structural members which the invention proposes is constructed on the basis of a single bundle of parallel and uniformly distributed carrying bars (1), with a cross section and a spacing which are appropriate for the strength necessary in the reinforcement, and a length which may reach as much as 12.00 metres, these carrying bars (1) being fastened together, in order to form the mesh or panel, by means of very fine bars (2), transverse with respect to the previous ones and widely spaced from each other, in fact with a minimum diameter and a maximum spacing since these bars (2), or rather rods, have no carrying function but merely the function of a connecting link between the carrying bars (1), so that the latter take up and maintain the appropriate relative positioning.
Abstract
Description
Claims (3)
- Prefabricated mesh for structural members, which, being particularly suitable for "hollow-slab" structural members and being of the type which incorporate a plurality of carrying bars, with cross section and spacing appropriate to the requirements specified for each structural member, is characterized in that the said carrying bars (1) are all parallel to each other and are oriented in the longitudinal direction in the context of the panel formed by the said mesh, provision being made for the said carrying bars (1) to be mutually stabilized in the context of the panel with the assistance of very fine and very widely spaced transverse rods (2), which act exclusively as connecting links between the carrying bars.
- Prefabricated mesh for structural members, according to Claim 1, characterized in that while its width is limited by the transport standards to a magnitude of the order of 2.20 metres, its length, which is variable, may reach as much as 12.00 metres.
- Prefabricated mesh for structural members, according to the preceding claims, characterized in that two superimposed layers of panels, one with the carrying bars oriented along the "X" axis, and the other along the "Y" axis, participate in the bidirectional reinforcement of a structural member.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES9700418A ES2143361B1 (en) | 1997-02-27 | 1997-02-27 | PREFABRICATED MESH FOR SLABS. |
ES9700418 | 1997-02-27 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0861949A2 true EP0861949A2 (en) | 1998-09-02 |
EP0861949A3 EP0861949A3 (en) | 1999-10-20 |
Family
ID=8298421
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98500034A Withdrawn EP0861949A3 (en) | 1997-02-27 | 1998-02-06 | Prefabricated mesh for structural members |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0861949A3 (en) |
ES (1) | ES2143361B1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SG100741A1 (en) * | 2000-05-29 | 2003-12-26 | Univ Western Sydney Nepean | A reinforcing component |
CN105804323A (en) * | 2016-03-15 | 2016-07-27 | 北京城建北方建设有限责任公司 | Construction method for non-tied rebars |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT275111B (en) * | 1958-03-31 | 1969-10-10 | Willi Dr Neumann | Reinforcement unit for reinforcing flat strips by connecting longitudinal and transverse wires |
WO1996008619A1 (en) * | 1994-09-12 | 1996-03-21 | Stahl- Und Walzwerk Marienhütte Gesellschaft Mbh | Concrete steel mesh for large-surface reinforced concrete buildings |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE275111C (en) * | ||||
DE2354131A1 (en) * | 1973-10-29 | 1975-05-07 | Rehm Gallus | Ribbed steel concrete reinforcing mesh - with rods one way grouped or rib-spaced relative to crossing rods |
-
1997
- 1997-02-27 ES ES9700418A patent/ES2143361B1/en not_active Expired - Fee Related
-
1998
- 1998-02-06 EP EP98500034A patent/EP0861949A3/en not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT275111B (en) * | 1958-03-31 | 1969-10-10 | Willi Dr Neumann | Reinforcement unit for reinforcing flat strips by connecting longitudinal and transverse wires |
WO1996008619A1 (en) * | 1994-09-12 | 1996-03-21 | Stahl- Und Walzwerk Marienhütte Gesellschaft Mbh | Concrete steel mesh for large-surface reinforced concrete buildings |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SG100741A1 (en) * | 2000-05-29 | 2003-12-26 | Univ Western Sydney Nepean | A reinforcing component |
CN105804323A (en) * | 2016-03-15 | 2016-07-27 | 北京城建北方建设有限责任公司 | Construction method for non-tied rebars |
Also Published As
Publication number | Publication date |
---|---|
ES2143361A1 (en) | 2000-05-01 |
ES2143361B1 (en) | 2000-12-01 |
EP0861949A3 (en) | 1999-10-20 |
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Legal Events
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