CA2504943A1 - Anchoring element for linking uprights - Google Patents
Anchoring element for linking uprights Download PDFInfo
- Publication number
- CA2504943A1 CA2504943A1 CA002504943A CA2504943A CA2504943A1 CA 2504943 A1 CA2504943 A1 CA 2504943A1 CA 002504943 A CA002504943 A CA 002504943A CA 2504943 A CA2504943 A CA 2504943A CA 2504943 A1 CA2504943 A1 CA 2504943A1
- Authority
- CA
- Canada
- Prior art keywords
- stanchions
- anchoring element
- linking structures
- leaf spring
- spring elastic
- 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.)
- Abandoned
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0812—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of spring action
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/04—Clamping or clipping connections
- F16B7/044—Clamping or clipping connections for rods or tubes being in angled relationship
- F16B7/0446—Clamping or clipping connections for rods or tubes being in angled relationship for tubes using the innerside thereof
- F16B7/0473—Clamping or clipping connections for rods or tubes being in angled relationship for tubes using the innerside thereof with hook-like parts gripping, e.g. by expanding, behind the flanges of a profile
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/22—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using hooks or like elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Finishing Walls (AREA)
- Building Environments (AREA)
Abstract
An anchoring element for linking structures, such as for example stringers (12) of stanchions (5), for the construction of load bearing substructures f or supporting facework of building facades with or without ventilation, is made up of a leaf spring elastic tie plate (1), with vertical expansion, connecte d to a transverse base (2) that is folded, at opposite and lateral ends of whi ch hooking slots (4) are provided in order to form hooking and connection point s. The anchoring element can be configured in different ways, according to the types of stringers and stanchions to be combined and connected.
Description
DESCRIPTION
~~ Anchoring element for the linking of stanchion structures"
The invention in question concerns an anchoring element for the linking of stanchion structures, adapted for the building of 1~ad bearing substructures for supporting the facework of building facades, in particular for supporting facade facework commonly known as "ventilated walls" positioned to allow the circulation of air on the interior of the cavity wall obtained between said external facework and wall structures that are to be covered.
Background Art The load bearing substructures currently in use are generally made up of metallic structural shapes anchored to the surfaces of the wall structures to be covered; on these load bearing substructures the wall tiles are to be put. The installation of the substructures includes the anchoring to the walls to be covered of perpendicularly aligned lead stanchions on which horizontal stringers or directly wall tiles are to be put; the distance between said stanchions and/or between said stringers is predetermined in relation to the type of facework provided.
~~ Anchoring element for the linking of stanchion structures"
The invention in question concerns an anchoring element for the linking of stanchion structures, adapted for the building of 1~ad bearing substructures for supporting the facework of building facades, in particular for supporting facade facework commonly known as "ventilated walls" positioned to allow the circulation of air on the interior of the cavity wall obtained between said external facework and wall structures that are to be covered.
Background Art The load bearing substructures currently in use are generally made up of metallic structural shapes anchored to the surfaces of the wall structures to be covered; on these load bearing substructures the wall tiles are to be put. The installation of the substructures includes the anchoring to the walls to be covered of perpendicularly aligned lead stanchions on which horizontal stringers or directly wall tiles are to be put; the distance between said stanchions and/or between said stringers is predetermined in relation to the type of facework provided.
To secure the parts together, at present different types of anchoring elements are used; among those most commonly used are metallic rivets that are inserted into through-holes, of which some are elliptic and/or elongated, implemented in the intersecting and superimposing points of the structures to be connected. However, it is observed that many of said holes cannot be positioned precisely before assembly, but must be made during the assembly stage by adequately equipped specialized personnel. Furthermore, using this type of method, it is observed that, in the event of assessment errors of positioning and implementation of the holes, the aforementioned operations must be repeated again from the beginning since the holes made cannot be used further. All this determines a consequent increase in installation time and costs. Moreover, if it becomes necessary to dismantle the structure, the operation becomes even more complex and difficult.
Alternatively, in place of anchoring elements with rivets, screws and/or bolts may also be used, but the drawbacks are substantially the same as those indicated previously; however, exacerbated by the need for more installation time.
Other anchoring element means are made up by pairs of very narrow "U"-shaped elastic pin elements of variable width and length, that are orthogonally combined, one inside the other, in order to grip the respective profiles, encapsulating them. The application is carried out on each of the four corners originating from the orthogonal superposition of the stringer profiles and stanchion profiles, in the intersecting points of the structure composed.
Anchoring elements obtained in this way, also demonstrate a better absorption level of the structural thermal expansions and more moderate installation costs, however they present the drawback of having a limited resistance capacity and of being difficult to dismantle once placed in position.
Aim of the Invention The present invention proposes an undercut anchoring element, for the linking of stanchion structures, intended for the construction of support substructures for the facework facades of buildings with or without ventilated walls, in order to obviate the aforementioned drawbacks; that is simple to construct, is easy, safe and quick to apply, that allows fast and economic correction interventions to remedy possible errors and/or assembly mismatch, that is also resistant to notable loads, that guarantees an excellent absorption level of structural thermal expansions, that is reliable over time, that permits both the anchoring of the stringers to the stanchion as well as the anchoring and the dismantling of facework directly connected to the stanchion and that it is economical both from the constructive as well as applicative point of view.
Alternatively, in place of anchoring elements with rivets, screws and/or bolts may also be used, but the drawbacks are substantially the same as those indicated previously; however, exacerbated by the need for more installation time.
Other anchoring element means are made up by pairs of very narrow "U"-shaped elastic pin elements of variable width and length, that are orthogonally combined, one inside the other, in order to grip the respective profiles, encapsulating them. The application is carried out on each of the four corners originating from the orthogonal superposition of the stringer profiles and stanchion profiles, in the intersecting points of the structure composed.
Anchoring elements obtained in this way, also demonstrate a better absorption level of the structural thermal expansions and more moderate installation costs, however they present the drawback of having a limited resistance capacity and of being difficult to dismantle once placed in position.
Aim of the Invention The present invention proposes an undercut anchoring element, for the linking of stanchion structures, intended for the construction of support substructures for the facework facades of buildings with or without ventilated walls, in order to obviate the aforementioned drawbacks; that is simple to construct, is easy, safe and quick to apply, that allows fast and economic correction interventions to remedy possible errors and/or assembly mismatch, that is also resistant to notable loads, that guarantees an excellent absorption level of structural thermal expansions, that is reliable over time, that permits both the anchoring of the stringers to the stanchion as well as the anchoring and the dismantling of facework directly connected to the stanchion and that it is economical both from the constructive as well as applicative point of view.
Description of the Invention Examples of undercut anchoring elements, according to the invention, are described hereinafter, with reference to the included drawings, wherein:
Figure 1 shows a first example of an anchoring element, made up of a leaf spring elastic tie plate with a folded base equipped with lateral extensions and external notches, in side, front and perspective view, Figures 2a and 2b show an anchoring element of the type in Figure 1, during the phase of inclined insertion and in a straight orthogonal position, on the anterior flanges of a stanchion, Figure 3 shows in perspective the anchoring element according to Figure 1 and 2, in practice, that connects to a stanchion and supports a stringer, Figure 4 shows in perspective a pair of undercut anchoring elements according to Figures 1, 2 and 3, opposed and connected to a stanchion, that support a stringer, Figure 5 shows a second example of an anchoring element, made up of a leaf spring elastic tie plate with folded base equipped with lateral extensions and internal notches, that is to be connected to a second type of stanchion and supports a stringer, Figures 6a and 6b represent certain anchoring element typology according to the invention, equipped with further additional elastic hooks and/or notches, to directly support the wall tiles, and Figures from 7a to 7i show other possible undercut anchoring element configurations, according to invention.
From the Figures it is possible to deduce that the anchoring element, according to the invention, is substantially made up of a leaf spring elastic tie plate 1, with substantially vertical expansion and eventually shaped, connected to a transverse base 2 folded in various ways, at the opposite and lateral ends of which hooking slots and/or eyelets (4, 4', 17) are present.
In a first solution (Figure 1), the shaped leaf spring elastic tie plate 1 with vertical expansion is connected to a transverse base 2, square folded, whose opposite ends protrude laterally with extensions 3 on which the hooking slots are made up of longitudinal notches 4, open and directed towards the exterior. The anchoring element formed in this way is designed to be applied on the vertical stanchions 5 of the substructures that support the facework of building facades, with or without ventilation. Said stanchions 5 are generally box-type metallic structural shapes with front opening 6, equipped with flanges 7 (Figure 2).
The anchoring element can be applied to the stanchions 5 in the following way: its transverse base 2 is introduced into the front aperture 6 of the stanchions 5, orienting it with an incline in order to place the posterior teeth 8 of the longitudinal notches 4 over the flanges 7 of the structural itself. The anchoring element is rotated in the direction of the arrow 9 (Figures 2a and 2b), positioning the base 2 orthogonally to the stanchion 5 and hooks for inserting the flanges 7 of the stanchions in the notches 4. With forward traction, in the direction of the arrow 10, the leaf spring elastic tie plate 1 is pulled back elastically towards the exterior of the structural 5, until establishing a space 1 l, between the said plate 1 and the external level of the lateral edges 7 of the stanchion, in which a stringer 12 is to be introduced (Figure 3).
The released small plate l, tends to return elastically to its first position, resting on the external surface 13 of the stringer 12, pushing on it with the pressure corresponding to the remainder of its springback effect, impeded by the presence of the stringer itself. In such conditions, the internal edges 14 of the notches 4, are gripped and hooked against the internal and external surface of the lateral flanges 7 of the stanchion 5, operating as opposing levers with adequately elevated loads to impede any type of movement and/or sliding of the undercut anchoring element, leaving the stringers free to move as much as necessary to absorb the structure's thermal expansions.
All this without the aid of additional stop means.
The same functional concept, of the forced hooking of the slots on the surfaces of stanchions, is present in all the anchoring elements that are the object of this invention, even if said slots are implemented in a different way, as for example, using notches 4 with connected posterior sections 15 (Figure 7a) or straight posterior sections 16 (Figure 7c); with the notches 4 positioned on the opposite ends of the bases 2, contained widthways like the leaf spring elastic tie plate 1 (Figures 7a and 7b), or extended over, towards the exterior 3 (figure 7c, 7d, 7e); with the notches 4 and 4' opened respectively towards the exterior (Figures 3, 7a, 7c, 7d, 7e, 7f, 7h, 7i) or towards the interior (Figures 5, 7b) according to the type of structural shapes forming the stanchions 5; with through-holes 17 (Figure 7g) for stanchions made up of tensile steel cables, pipes or rods; with the extension of the leaf spring elastic tie plate 1 straight (Figures 5, 7a, 7b) or profiled with intermediate folds 19 (Figures 1, 7c, 7d, 7e, 7f, 7g 7h, 7i);
with or without upper stress raisers 18 in both directions (Figures 1, 7a, 7b, 7f, 7g); with content folded portions 26 for stringers (Figures 3, 7d); with stiffener folded portions 20 (Figure 7e); with support folded portions 31 (Figure 7h); with superior hooking slots 21 (Figure 7f); with stiffeners 22 on the base 2 (Figure 7h, 7i).
In Figure 4 a double application example is represented, with two opposite anchoring elements, on the same point of a stringer 12, intended, for example, to support very large and/or heavy wall tiles or even for applications that require resistance to loads applied both downwards and upwards.
Other solutions include at least one notch 23, cut out of the interior of the extension 29 of the plate 1 (Figure 6b) and/or on the interior of the prolongation 30 of the base 2 (Figures 6a, 7i); this type of solution allows the connection and the positioning of the stringers 12 and/or of the facework of building facades directly to the stanchion 5, as for example in the case of facework with visible hooks. From the lateral parts of the plate it is possible to have extended joint springs 24 (figure 6b) in order to pressure connect the structural shapes behind the flanges 7, constituting the stanchions 5, autonomously operating the necessary contrast in comparison with the plate, that allows the direct anchoring of the facework, also without stringers.
In Figure 6a an application example is represented that uses stringers 12 of reduced length, opportunely shaped in such a way as to support the upper wall tiles 27, while the shaped leaf spring elastic tie plate l, with the prolongation 30 of the base 2, connects the lower wall tiles 2~ to the notch 23.
The vertical stanchions 5, according to the implementation of facework without air circulation, can be integrated into the masonry 25, or, for the implementation of facework with air circulation, the stanchions can be applied externally to the masonry, forming with their thickness the cavity wall necessary for ventilation.
Anchoring elements are preferably made of stainless steel and/or aluminium, in combination with the stanchions and the stringers to be connected, since said materials are most valid for assuring the long duration of the structures and a corresponding resistance and hooking stability between the parts also in the presence of heavy loads; furthermore, they allow an optimum absorption level of the structural thermal expansions.
The same forced hooking concept by means of slots and/or eyelets of different types, as described, is applicable on anchoring elements configured with other possible variations, with respect to couplings with different structural shapes, also remaining within the present invention.
~o
Figure 1 shows a first example of an anchoring element, made up of a leaf spring elastic tie plate with a folded base equipped with lateral extensions and external notches, in side, front and perspective view, Figures 2a and 2b show an anchoring element of the type in Figure 1, during the phase of inclined insertion and in a straight orthogonal position, on the anterior flanges of a stanchion, Figure 3 shows in perspective the anchoring element according to Figure 1 and 2, in practice, that connects to a stanchion and supports a stringer, Figure 4 shows in perspective a pair of undercut anchoring elements according to Figures 1, 2 and 3, opposed and connected to a stanchion, that support a stringer, Figure 5 shows a second example of an anchoring element, made up of a leaf spring elastic tie plate with folded base equipped with lateral extensions and internal notches, that is to be connected to a second type of stanchion and supports a stringer, Figures 6a and 6b represent certain anchoring element typology according to the invention, equipped with further additional elastic hooks and/or notches, to directly support the wall tiles, and Figures from 7a to 7i show other possible undercut anchoring element configurations, according to invention.
From the Figures it is possible to deduce that the anchoring element, according to the invention, is substantially made up of a leaf spring elastic tie plate 1, with substantially vertical expansion and eventually shaped, connected to a transverse base 2 folded in various ways, at the opposite and lateral ends of which hooking slots and/or eyelets (4, 4', 17) are present.
In a first solution (Figure 1), the shaped leaf spring elastic tie plate 1 with vertical expansion is connected to a transverse base 2, square folded, whose opposite ends protrude laterally with extensions 3 on which the hooking slots are made up of longitudinal notches 4, open and directed towards the exterior. The anchoring element formed in this way is designed to be applied on the vertical stanchions 5 of the substructures that support the facework of building facades, with or without ventilation. Said stanchions 5 are generally box-type metallic structural shapes with front opening 6, equipped with flanges 7 (Figure 2).
The anchoring element can be applied to the stanchions 5 in the following way: its transverse base 2 is introduced into the front aperture 6 of the stanchions 5, orienting it with an incline in order to place the posterior teeth 8 of the longitudinal notches 4 over the flanges 7 of the structural itself. The anchoring element is rotated in the direction of the arrow 9 (Figures 2a and 2b), positioning the base 2 orthogonally to the stanchion 5 and hooks for inserting the flanges 7 of the stanchions in the notches 4. With forward traction, in the direction of the arrow 10, the leaf spring elastic tie plate 1 is pulled back elastically towards the exterior of the structural 5, until establishing a space 1 l, between the said plate 1 and the external level of the lateral edges 7 of the stanchion, in which a stringer 12 is to be introduced (Figure 3).
The released small plate l, tends to return elastically to its first position, resting on the external surface 13 of the stringer 12, pushing on it with the pressure corresponding to the remainder of its springback effect, impeded by the presence of the stringer itself. In such conditions, the internal edges 14 of the notches 4, are gripped and hooked against the internal and external surface of the lateral flanges 7 of the stanchion 5, operating as opposing levers with adequately elevated loads to impede any type of movement and/or sliding of the undercut anchoring element, leaving the stringers free to move as much as necessary to absorb the structure's thermal expansions.
All this without the aid of additional stop means.
The same functional concept, of the forced hooking of the slots on the surfaces of stanchions, is present in all the anchoring elements that are the object of this invention, even if said slots are implemented in a different way, as for example, using notches 4 with connected posterior sections 15 (Figure 7a) or straight posterior sections 16 (Figure 7c); with the notches 4 positioned on the opposite ends of the bases 2, contained widthways like the leaf spring elastic tie plate 1 (Figures 7a and 7b), or extended over, towards the exterior 3 (figure 7c, 7d, 7e); with the notches 4 and 4' opened respectively towards the exterior (Figures 3, 7a, 7c, 7d, 7e, 7f, 7h, 7i) or towards the interior (Figures 5, 7b) according to the type of structural shapes forming the stanchions 5; with through-holes 17 (Figure 7g) for stanchions made up of tensile steel cables, pipes or rods; with the extension of the leaf spring elastic tie plate 1 straight (Figures 5, 7a, 7b) or profiled with intermediate folds 19 (Figures 1, 7c, 7d, 7e, 7f, 7g 7h, 7i);
with or without upper stress raisers 18 in both directions (Figures 1, 7a, 7b, 7f, 7g); with content folded portions 26 for stringers (Figures 3, 7d); with stiffener folded portions 20 (Figure 7e); with support folded portions 31 (Figure 7h); with superior hooking slots 21 (Figure 7f); with stiffeners 22 on the base 2 (Figure 7h, 7i).
In Figure 4 a double application example is represented, with two opposite anchoring elements, on the same point of a stringer 12, intended, for example, to support very large and/or heavy wall tiles or even for applications that require resistance to loads applied both downwards and upwards.
Other solutions include at least one notch 23, cut out of the interior of the extension 29 of the plate 1 (Figure 6b) and/or on the interior of the prolongation 30 of the base 2 (Figures 6a, 7i); this type of solution allows the connection and the positioning of the stringers 12 and/or of the facework of building facades directly to the stanchion 5, as for example in the case of facework with visible hooks. From the lateral parts of the plate it is possible to have extended joint springs 24 (figure 6b) in order to pressure connect the structural shapes behind the flanges 7, constituting the stanchions 5, autonomously operating the necessary contrast in comparison with the plate, that allows the direct anchoring of the facework, also without stringers.
In Figure 6a an application example is represented that uses stringers 12 of reduced length, opportunely shaped in such a way as to support the upper wall tiles 27, while the shaped leaf spring elastic tie plate l, with the prolongation 30 of the base 2, connects the lower wall tiles 2~ to the notch 23.
The vertical stanchions 5, according to the implementation of facework without air circulation, can be integrated into the masonry 25, or, for the implementation of facework with air circulation, the stanchions can be applied externally to the masonry, forming with their thickness the cavity wall necessary for ventilation.
Anchoring elements are preferably made of stainless steel and/or aluminium, in combination with the stanchions and the stringers to be connected, since said materials are most valid for assuring the long duration of the structures and a corresponding resistance and hooking stability between the parts also in the presence of heavy loads; furthermore, they allow an optimum absorption level of the structural thermal expansions.
The same forced hooking concept by means of slots and/or eyelets of different types, as described, is applicable on anchoring elements configured with other possible variations, with respect to couplings with different structural shapes, also remaining within the present invention.
~o
Claims (27)
1. Anchoring element for linking structures (12) with stanchions (5) characterised in that it is constituted of a leaf spring elastic tie plate (1), with substantially vertical expansion, connected to a folded base (2) at the opposite and lateral ends of which hooking slots (4, 4', 17) are provided.
2. Anchoring element for linking structures (12) with stanchions (5) according to claim 1, characterised in that the folded base (2) is contained widthways in the dimensions of the shaped leaf spring elastic tie plate (1).
3. Anchoring element for linking structures (12) with stanchions (5) according to claim 1, characterised in that the folded base (2) is extended towards the exterior (3) over the width of the shaped leaf spring elastic tie plate (1).
4. Anchoring element for linking structures (12) with stanchions (5) according to claims from 1 to 3, characterised in that at opposite and lateral ends of the folded base (2), contained widthways in the dimensions of the shaped leaf spring elastic tie plate (1) or further extending over the width of said plate (1), hooking slots are present made up of notches opened towards the exterior (4).
5. Anchoring element for linking structures (12) with stanchions (5) according to claims from 1 to 3, characterised in that at opposite and lateral ends of the folded base (2), contained widthways in the dimensions of the shaped leaf spring elastic tie plate (1) or further extended over the width of said plate (1), are present hooking slots made up of notches opened towards the interior (4').
6. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 5, characterised in that at opposite and lateral ends of the folded base (2), contained widthways in the dimensions of the shaped leaf spring elastic tie plate (1) or further extended over the width of said plate (1), are provided hooking slots made up of rectilinear notches (4, 4').
7. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 6, characterised in that the hooking slots made up of notches opened towards the exterior (4) or towards the interior (4'), provided at opposite and lateral ends of the folded base (2), have linked posterior sections (15).
8. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 6, characterised in that the hooking slots made up of notches opened towards the exterior (4) or towards the interior (4'), provided at opposite and lateral ends of the folded base (2), have straight posterior sections (16).
9. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 3, characterised in that at opposite and lateral ends of the folded base (2), contained widthways in the dimensions of the shaped leaf spring elastic tie plate (1) or further extended over the width of said plate (1), hooking slots made up of through-holes (17) are provided.
10. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9, characterised in that the extension of the leaf spring elastic tie plate (1) is straight.
11. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9, characterised in that the extension of the leaf spring elastic tie plate (1) is profiled with intermediate folds (19).
12. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9, characterised in that the extension of the leaf spring elastic tie plate (1) is profiled with upper curvatures (18) in both directions.
13. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9, characterised in that the extension of the leaf spring elastic tie plate (1) is equipped with in-built folding (26) for stringers.
14. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9 characterised in that the extension of the leaf spring elastic tie plate (1) is equipped with stiffener folded portions (20).
15. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9, characterised in that the extension of the leaf spring elastic tie plate (1) is equipped with support folded portions (31).
16. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 9, characterised in that the extension of the leaf spring elastic tie plate (1) is equipped with an upper hooking slot (21).
17. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 16, characterised in that the base (2) is equipped with stiffeners (22).
18. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 17, characterised in that, in the connection with the stringers (12), the leaf spring elastic tie plate (1) engaged on the stanchions (5) can be recalled elastically towards the exterior.
19. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 18, characterised in that, in the connection with the stringers (12), the internal edges (14) of the hooking slots (4, 17), are gripped and hooked against the internal and external surface of the lateral flanges (7) of the stanchions (5).
20. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 19, characterised in that, in the connection with the stringers (12), the internal edges (14) of the hooking slots (4, 17) operate as opposing levers loaded elastically, whose load is a function of the elastic recall towards the exterior of the leaf spring elastic tie plate (1).
21. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 20, characterised in that the leaf spring elastic tie plate (1) connected at the base (2) includes at least one notch (23), cut out of the interior of the respective extensions (29) and (30).
22. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 20, characterised in that the leaf spring elastic tie plate (1) includes lateral retaining springs (24) with a pressure joint in order to connect the structural shapes behind the flanges (7), constituting the stanchions (5).
23. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 22, characterised in that the lateral retaining springs (24) operate the necessary contrast autonomously in comparison with the plate.
24. Anchoring element for linking structures (12) with stanchions (5) according to claims from 1 to 23, characterised in that the leaf spring elastic tie plate (1) connected to the base (2) allows the direct anchoring of the facework (27, 28) to the stanchions (5).
25. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 24, characterised in that no additional stop means are required.
26. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 25, characterised in that it absorbs the thermal expansions of the structures that it connects.
27. Anchoring element for linking structures (12) with stanchions (5) according to claims 1 to 26, characterised in that it is oppositely connectable with another additional anchoring element.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IT000091A ITRE20020091A1 (en) | 2002-11-15 | 2002-11-15 | ANCHORAGE FOR THE CONSTRAINT OF MAST STRUCTURES. |
| ITRE2002A000091 | 2002-11-15 | ||
| PCT/IB2003/005204 WO2004046487A2 (en) | 2002-11-15 | 2003-11-17 | Anchoring element for linking uprights |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2504943A1 true CA2504943A1 (en) | 2004-06-03 |
Family
ID=11454288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002504943A Abandoned CA2504943A1 (en) | 2002-11-15 | 2003-11-17 | Anchoring element for linking uprights |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20050229529A1 (en) |
| EP (1) | EP1560991A2 (en) |
| CN (1) | CN1711400A (en) |
| AU (1) | AU2003283618A1 (en) |
| CA (1) | CA2504943A1 (en) |
| EA (1) | EA006892B1 (en) |
| IT (1) | ITRE20020091A1 (en) |
| WO (1) | WO2004046487A2 (en) |
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| EP1679280B1 (en) * | 2005-01-07 | 2014-09-24 | Inventio AG | Device for fixing components |
| US7381006B2 (en) | 2005-01-07 | 2008-06-03 | Inventio Ag | Device for fastening components |
| WO2006134182A1 (en) * | 2005-06-13 | 2006-12-21 | Gresmanc Internacional, S.L. | Sistema de fijación para fachada ventilada |
| ITRE20050072A1 (en) | 2005-07-01 | 2007-01-02 | Techlever S P A | MODULAR SUPPORT FOR VENTILATED WALL COVERINGS |
| FR2896260B1 (en) * | 2006-01-13 | 2013-01-04 | Internat Fixing Systems | INTEGRATED SYSTEM FOR ATTACHING A MECHANICAL STRAP TO AN ALUMINUM STRUCTURE PRESERVING THE SIDE ADJUSTMENT BY ROTATING THE BODY OF THE PAD AND THE DEPTH ADJUSTMENT BY NARROW NUT |
| DE102008008658A1 (en) * | 2008-02-11 | 2009-08-13 | Dorma Gmbh + Co. Kg | Securing part and profile securing |
| CN103243889A (en) * | 2012-02-14 | 2013-08-14 | 株式会社金刚S&A | Fixing component assembly for fixing building exterior material and auxiliary component thereof |
| CN104234341B (en) * | 2013-06-24 | 2017-07-21 | 华为技术有限公司 | A kind of mounting assembly |
| ITTO20130571A1 (en) * | 2013-07-08 | 2013-10-07 | Michele Caboni | MODULAR SYSTEM FOR BREATHABLE COATS AND THERMO ACOUSTIC VENTILATED WALL. |
| US9903123B1 (en) * | 2016-02-19 | 2018-02-27 | David Simonsen | Apparatus for mounting a plurality of panels to a facade |
| CN107781267A (en) * | 2016-08-31 | 2018-03-09 | 泗阳德福来五金制品有限公司 | A kind of connector and its preparation method and application |
| US10017934B2 (en) | 2016-10-04 | 2018-07-10 | Jeffrey Getz | Systems and methods for bracket configurations of a framing assembly |
| JP6711770B2 (en) | 2017-03-09 | 2020-06-17 | ニチハ株式会社 | Wall material fixture and wall structure |
| KR101768903B1 (en) | 2017-03-22 | 2017-08-30 | 하정훈 | Drain pipe connect device for bridge |
| CN107044471A (en) * | 2017-04-05 | 2017-08-15 | 重庆工业职业技术学院 | A kind of bail structure for being used to fix the optional accessory of different-thickness panel |
| CN106969016A (en) * | 2017-04-05 | 2017-07-21 | 重庆工业职业技术学院 | A kind of detachable bail structure and its application method of bid panel fixed on the wall |
| WO2018224710A1 (en) | 2017-06-07 | 2018-12-13 | Colom Tallo Jaume | A construction system for wall cladding |
| EP3412847A1 (en) | 2017-06-07 | 2018-12-12 | Colom Tallo, Jaume | A construction system for wall cladding |
| CN109113244B (en) * | 2018-10-25 | 2023-11-24 | 江苏恒尚节能科技股份有限公司 | Torsion connection structure of curtain wall upright post and cross beam |
| GB2595896A (en) * | 2020-06-10 | 2021-12-15 | Reform Systems Ltd | Panel mounting system |
| WO2022174061A1 (en) * | 2021-02-12 | 2022-08-18 | Piazza Stone, Llc | Systems, devices, and methods for mounting a lightweight architectural masonry product to a building |
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| US699976A (en) * | 1901-08-19 | 1902-05-13 | Jerre T Richards | Attachment for uniting metal or wood beams. |
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| US2123458A (en) * | 1937-08-11 | 1938-07-12 | Niedringhaus Inc | Structural holding clip |
| US2271250A (en) * | 1939-11-24 | 1942-01-27 | Fedor E Buchholz | Bin equipment |
| US2598139A (en) * | 1950-03-20 | 1952-05-27 | Verner L Shea | Metallic door frame securing clip |
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| US5836133A (en) * | 1995-06-30 | 1998-11-17 | B & D Industries, Inc. | Vertical movement clip for attaching a building member to a beam having a channel therein |
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| US6609344B2 (en) * | 2001-11-21 | 2003-08-26 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
-
2002
- 2002-11-15 IT IT000091A patent/ITRE20020091A1/en unknown
-
2003
- 2003-11-17 CN CN200380103416.6A patent/CN1711400A/en active Pending
- 2003-11-17 WO PCT/IB2003/005204 patent/WO2004046487A2/en not_active Application Discontinuation
- 2003-11-17 EA EA200500824A patent/EA006892B1/en not_active IP Right Cessation
- 2003-11-17 EP EP03775598A patent/EP1560991A2/en not_active Withdrawn
- 2003-11-17 AU AU2003283618A patent/AU2003283618A1/en not_active Abandoned
- 2003-11-17 CA CA002504943A patent/CA2504943A1/en not_active Abandoned
-
2005
- 2005-05-11 US US11/127,011 patent/US20050229529A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| AU2003283618A8 (en) | 2004-06-15 |
| ITRE20020091A1 (en) | 2004-05-16 |
| EA006892B1 (en) | 2006-04-28 |
| AU2003283618A1 (en) | 2004-06-15 |
| WO2004046487A3 (en) | 2004-10-28 |
| EP1560991A2 (en) | 2005-08-10 |
| US20050229529A1 (en) | 2005-10-20 |
| WO2004046487A2 (en) | 2004-06-03 |
| ITRE20020091A0 (en) | 2002-11-15 |
| EA200500824A1 (en) | 2005-10-27 |
| CN1711400A (en) | 2005-12-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FZDE | Discontinued |