EP3584367B1 - Anordnung einer verbindungsvorrichtung - Google Patents
Anordnung einer verbindungsvorrichtung Download PDFInfo
- Publication number
- EP3584367B1 EP3584367B1 EP18020262.4A EP18020262A EP3584367B1 EP 3584367 B1 EP3584367 B1 EP 3584367B1 EP 18020262 A EP18020262 A EP 18020262A EP 3584367 B1 EP3584367 B1 EP 3584367B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- retaining plate
- retaining
- clipping
- window
- assembly according
- 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.)
- Active
Links
- 239000002184 metal Substances 0.000 claims description 40
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 238000009416 shuttering Methods 0.000 claims description 3
- 238000009415 formwork Methods 0.000 description 8
- 208000031968 Cadaver Diseases 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- -1 polypropylène Polymers 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/12—Packing of metal and plastic or elastic materials
Definitions
- the present invention relates to an assembly (E) of a connection device (DC) between two concrete bodies according to the preamble of claim 1.
- connection devices are known between two concrete bodies.
- connection device comprising a retaining plate comprising clipping fingers for fixing bars of a metal frame.
- Clipping requires a fairly significant effort. Moreover, this clipping is only possible after fixing the sleeve on the retaining plate. Therefore, if the sleeve is not pre-fixed, it is necessary to remove the retaining plate from the formwork wall, this to prevent any displacement of the retaining plate when sliding the sleeve support along the plate. restraint. In addition, in the event of incorrect fixing of the reinforcement on the fingers, its removal is not easy and may lead to the retaining plate being torn from the formwork wall.
- connection device with a socket integral with a folded sheet with a curved end.
- the correct filling of concrete between the sleeve and the sheet is not easy.
- the fixing of the socket and folded sheet assembly to a formwork and reinforcement wall is not easy, in particular due to the total weight of the assembly to be fixed.
- connection device comprising an assembly formed by a folded sheet welded to reinforcing bars and secured to a socket. Fixing this assembly to a wall is not easy.
- the subject of the invention is an assembly of a connection device allowing easy fixing of the assembly to a formwork wall, while ensuring correct positioning of the reinforcement, as well as, after setting the concrete, excellent maintenance. reinforcement in the concrete body.
- the assembly can be easily removed, which will encourage personnel to correct the location of the assemblies.
- the bushing becomes damaged after positioning an assembly on a formwork wall or in the event of the use of an inappropriate bushing, the assembly allows easy replacement of the damaged or inappropriate bushing by another.
- the subject of the invention is an assembly having the characteristics of claim 1.
- This clip-on fixing allows easy dismantling of the assembly, for example in the event of incorrect positioning of the retaining plate or in the event of a defective part.
- the subject of the invention is an assembly (E) comprising at least the sliding sleeve (2), the first metal frame (3), and the retaining plate (5) of the sliding sleeve (2) allowing independent clipping.
- the sleeve on the retaining plate, the clipping of the first metal frame on the plate retaining, the clipping of the sleeve 2 and the frame on the retaining plate cooperating to oppose an unwanted unclipping of the sleeve or the frame relative to the retaining plate.
- the metal sheet (3C) of the first frame (3) is a folded metal sheet with a thickness of between 1.5 mm and 5 mm having a substantially U-shaped part whose core (3D) forms the flat face (3C1) turned. towards the expansion joint (J), said flat face (3C1) having a retaining window (3F) cooperating with the retaining plate (5) by a clipping system (6), while the retaining plate (5) cooperates with the support element (2A) of the sliding sleeve (2) by a clipping system (7).
- the retaining plate (5) has a first flat face (5A) to rest on a formwork wall (C) of the first concrete body (CB1), and openings (D) for the passage of fixing means (8 ) of the retaining plate (5) on said formwork wall (C) of the first concrete body (CB1).
- the retaining window (3F) of the sheet (3C) of the first frame (3) has a shape with a contour (3G) cooperating with clipping tabs (6) of the retaining plate (5) extending the along said second face (5B) of the retaining plate (5), while the retaining plate (5) has along its second face (5B) on the one hand, bearing zones (5B1) for the support element (2A) of the sliding sleeve (2), and, on the other hand, clipping tabs (7) cooperating with the edges or peripheral part (2A1) of the support element (2A) of the sliding sleeve (2).
- the clipping lugs (6) of the retaining plate (5) cooperating with the outline of the retaining window (3F) of the core (3D) of the folded metal sheet (3) comprise lugs cooperating with two parallel edges opposites (3F1,3F2) of the retaining window (3F).
- the clipping tabs (6) pass through window 3F before being clipped.
- the retaining plate (5) has along its second face (5B) at least two stop lugs (5I, 5J) limiting in a direction parallel to said two parallel opposite edges (3F1,3F2) of the retaining window (3F) ), a relative displacement between the retaining plate (5) and the web (3D) of the folded metal sheet (3).
- the stop tabs 5I, 5J pass through the window 3F of the folded sheet 3C.
- the stop tabs (5I, 5J) are clips for clipping the support element (2A) of the sliding sleeve (2) on the retaining plate (5).
- the support element 2A of the sleeve 2 is clipped onto the retaining plate (5), the support element is located in the volume of the window 3F of the folded sheet 3C.
- the support element 2A has a thickness substantially equal to that of the folded sheet 3C of the first frame 3.
- the retaining window (3F) is substantially rectangular defining a first pair of parallel edges (3F1,3F2) and a second pair of parallel edges (3F3,3F4).
- the retaining plate (5) includes two or more clip tabs ( 6) cooperating with each edge.
- the retaining plate comprises two or more clipping tabs cooperating with each of said edges of the retaining window.
- the retaining plate has at least two stop tabs (7) extending along each edge of a pair of parallel edges (3F3,3F4), said stop tabs (7) acting as clipping tabs for the support element (2A) of the sliding sleeve (2), said stop tabs (7) being advantageously separated from one another by a tab or centering means (18) cooperating with the support element (2A) of the sliding sleeve (2) to limit its relative displacement with respect to the retaining plate (5).
- the retaining plate (5) has a window (5C) facing the retaining window (3F) of the web of the bent metal sheet (3D) when the retaining plate (5) is clipped onto the retaining window (3F).
- At least clipping tabs (7) and / or stop tabs or centering means (18) are made along the periphery of the window (5C) of the retaining plate (5).
- Each clip (6,7) of the retaining plate is produced by bending a portion of the retaining plate (5) to form a tab extending substantially in a plane perpendicular to the plane (P) of the plate retainer (5), said tab having a cutout (9) to form a flap (9A) extending in a plane (Q) inclined relative to the plane (P) of the tab in question.
- the U-folded metal sheet (3) has wings (3M, 3N) each having at least one window (3M1,3N1) for the passage of concrete and the evacuation of air, thus preventing the formation of air pockets at the level of the structure.
- the wings (3M, 3N) are connected to the web by a portion (3P, 3Q) partially curved and / or inclined having at least one window (3P1) for the passage of concrete and the evacuation of air, thus preventing the formation of an air pocket at the level of the structure, during the pouring of concrete.
- the wings (3M, 3N) have an extreme portion of width (L3M, L3N) less than the width (L3D) of the core (3D). This width of the end part of the wings (3M, 3N) substantially corresponds to the distance separating the bars 13A, 13B from one another.
- the wings (3M, 3N) each have at least one flap (3M2,3N2) for fixing (for example by welding) of the wing to a rod (13A, 13B) of the first frame (3).
- the flap (s) can in embodiments form hooking means, for example clipping means for a part of the rod (13A, 13B).
- the support 2A of the sleeve 2 has a substantially rectangular outline with two recesses or recesses 2A2 for the placement of the stop or centering means 18 during clipping, this limiting the movements of the support element 2A relative to the retaining plate .
- Frame 4 can be a similar frame to frame 3, using an open socket, to maintain the position of rod 1 on frame 4, once one end of the rod is inserted into the socket. slide (2) clipped onto the retaining plate (5).
- the frame 4 can also be a frame of the type described in EP554483 .
- the steel sheet (3C) is mounted in a removable manner to the bars of the first frame (3), which has for example the shape of two bars bent in a U connected to each other by welded sections. The steel sheet is then for example clipped onto the bars of the reinforcement.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Claims (14)
- Anordnung (E) einer Verbindungsvorrichtung (DC) zwischen einem ersten Betonkörper (CB1) und einem zweiten Betonkörper (CB2), die durch eine Dehnungsfuge (J) voneinander getrennt sind und eine Verbindungsstange (1) von ausreichender Länge aufweisen, die einen ersten Endabschnitt (1A) aufweisen, der dazu ausgelegt ist, sich in dem ersten Betonkörper (CB1) zu erstrecken, einen zweiten Endabschnitt (1B) aufweisen, der dazu ausgelegt ist, sich in dem zweiten Betonkörper (CB2) zu erstrecken, und mit eine Zwischenabschnitt (1C) aufweisen, der dazu ausgelegt ist, durch die Dehnungsfuge (J) zu verlaufen;
wobei die Anordnung (E) zumindest umfasst:- eine Schiebehülse (2), die dazu ausgelegt ist, den ersten Endabschnitt (1A) einer Verbindungsstange (1) aufzunehmen, wobei die Schiebehülse (2) ein Stützelement (2A) trägt;- eine erste Metallbewehrung (3), die in den Beton des ersten Körpers (CB1) eingebettet werden soll, wobei die erste Metallbewehrung (3) Metallstäbe (13A, 13B) enthält;- eine Halteplatte (5) für die Schiebehülse (2), um die Positionierung der Schiebehülse (2) in Bezug auf die erste Metallbewehrung (3) aufrechtzuerhalten, wobei die Halteplatte (5) eine erste flache Seite (5A), eine der ersten flachen Seite (5A) entgegengesetzte zweite Seite (5B) und eine Öffnung (5C) für den Durchtritt der Verbindungsstange (1) aufweist,wobei die Anordnung (E) dadurch gekennzeichnet ist, dass den Metallstäben (13A, 13B) der ersten Metallbewehrung (3) zumindest ein Metallblech (3C) zugeordnet ist, das eine flache Seite (3C1) aufweist,
dass das Metallblech (3C) der ersten Bewehrung (3) ein umgebogenes Metallblech mit einer Dicke zwischen 1,5 mm und 5 mm ist, das einen im Wesentlichen U-förmigen Abschnitt aufweist, dessen Steg (3D) die flache Seite (3C1) bildet, wobei die flache Seite (3C1) ein Haltefenster (3F) aufweist, das mit der Halteplatte (5) über ein Einrastsystem (6) zusammenwirkt, während die Halteplatte (5) mit dem Stützelement (2A) der Schiebehülse (2) über ein Einrastsystem (7) zusammenwirkt, und
dass die Halteplatte (5) entlang ihrer ersten flachen Seite (5A) Öffnungen (D) aufweist, die für Befestigungsmittel (8) ausgelegt sind, welche die Halteplatte (5) an einer Schalungswand (C) des ersten Betonkörpers (CB1) befestigen. - Anordnung nach Anspruch 1, dadurch gekennzeichnet, dass das Haltefenster (3F) des Blechs (3C) der ersten Bewehrung (3) eine Form mit einer Kontur (3G) aufweist, die mit Einrastlaschen (6) der Halteplatte (5) zusammenwirkt, die sich entlang der zweiten Seite (5B) der Halteplatte (5) erstrecken, während die Halteplatte (5) entlang ihrer zweiten Seite (5B) einerseits Auflagebereiche (5B1) für das Stützelement (2A) der Schiebehülse (2) und andererseits Einrastlaschen (7) aufweist, die mit Kanten oder Teilen des Umfangs (2A1) des Stützelements (2A) der Schiebehülse (2) zusammenwirken.
- Anordnung nach Anspruch 2, dadurch gekennzeichnet, dass die Einrastlaschen (6) der Halteplatte, die mit der Kontur (3G) des Haltefensters (3F) des Stegs (3D) des umgebogenen Metallblechs (3) zusammenwirken, die zweite Seite (5B) der Halteplatte (5) an der der Dehnungsfuge (J) zugewandten flachen Seite des Stegs (3D) des umgebogenen Metallblechs (3) halten.
- Anordnung nach Anspruch 3, dadurch gekennzeichnet, dass die mit der Kontur des Haltefensters (3F) des Stegs (3D) des umgebogenen Metallblechs (3) zusammenwirkenden Einrastlaschen (6) der Halteplatte (5) Laschen umfassen, die mit zwei parallelen gegenüberliegenden Kanten (3F1, 3F2) des Haltefensters (3F) zusammenwirken, und dass die Halteplatte (5) entlang ihrer zweiten Seite (5B) mindestens zwei Anschlaglaschen (5I, 5J) aufweist, die in einer Richtung parallel zu den beiden parallelen gegenüberliegenden Kanten (3F1, 3F2) des Haltefensters (3F) eine relative Verlagerung zwischen der Halteplatte (5) und dem Steg (3D) des umgebogenen Metallblechs (3) begrenzen.
- Anordnung nach Anspruch 3 oder 4, dadurch gekennzeichnet, dass eine bzw. mehrere Anschlaglaschen (5I, 5J) Laschen zum Verrasten des Stützelements (2A) der Schiebehülse (2) an der Halteplatte (5) ist bzw. sind.
- Anordnung nach Anspruch 4, dadurch gekennzeichnet, dass das Haltefenster (3F) im Wesentlichen rechteckig ist und ein erstes Paar paralleler Kanten (3F1, 3F2) und ein zweites Paar paralleler Kanten (3F3, 3F4) definiert, und dass für jede Kante des ersten Paares paralleler Kanten (3F1, 3F2) und/oder des zweiten Paares paralleler Kanten (3F3, 3F4) die Halteplatte (5) zwei oder mehr als zwei Einrastlaschen (6) enthält, die mit jeder Kante des ersten Paares paralleler Kanten (3F1, 3F2) und/oder des zweiten Paares paralleler Kanten (3F3, 3F4) zusammenwirken.
- Anordnung nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass für jede der Kanten (3F1, 3F2, 3F3, 3F4) des ersten Paares paralleler Kanten und des zweiten Paares paralleler Kanten die Halteplatte zwei oder mehr als zwei mit jeder dieser Kanten zusammenwirkende Einrastlaschen aufweist.
- Anordnung nach Anspruch 6 oder 7, dadurch gekennzeichnet, dass die Halteplatte mindestens zwei Anschlaglaschen (7) aufweist, die sich entlang jeder Kante eines Paares paralleler Kanten (3F3, 3F4) erstrecken, wobei die Anschlaglaschen (7) als Einrastlaschen für das Stützelement (2A) der Schiebehülse (2) wirken.
- Anordnung nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass die Halteplatte (5) ein Fenster (5C) aufweist, das dem Haltefenster (3F) des Stegs des umgebogenen Metallblechs (3D) zugewandt ist, wenn die Halteplatte (5) am Haltefenster (3F) eingerastet ist.
- Anordnung nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass jede Einrastlasche (6, 7) ein umgebogener Abschnitt der Halteplatte (5) ist, wobei sich jede Einrastlasche (6, 7) im Wesentlichen in einer zur Ebene der Halteplatte (5) senkrechten Ebene erstreckt, wobei jede Einrastlasche (6, 7) einen Ausschnitt (9) aufweist, um eine Klappe (9A) zu bilden, die sich in einer Ebene erstreckt, die in Bezug auf die Ebene der betreffenden Lasche geneigt ist.
- Anordnung nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass das U-förmig umgebogene Metallblech (3) Flansche (3M, 3N) umfasst, die jeweils mindestens ein Fenster (3M1, 3N1) für den Durchtritt von Beton und/oder Luft aufweisen.
- Anordnung nach Anspruch 11, dadurch gekennzeichnet, dass die Flansche (3M, 3N) einen Endabschnitt mit einer Breite (L3M, L3N) aufweisen, die geringer als die Breite (L3D) des Stegs (3D) ist.
- Anordnung nach einem der Ansprüche 11 bis 12, dadurch gekennzeichnet, dass die Flansche (3M, 3N) jeweils mindestens eine Umschlagklappe (3M2, 3N2) zur Befestigung des Flansches an einer Stange (13A, 13B) der ersten Bewehrung (3) aufweisen.
- Verbindungsvorrichtung (DC), dadurch gekennzeichnet, dass sie zumindest umfasst:- die Anordnung (E) nach einem der vorangehenden Ansprüche,- eine Verbindungsstange (1) von ausreichender Länge mit einem ersten Endabschnitt (1A), der sich in der Schiebehülse (2) erstreckt, und- einer zweiten Metallbewehrung (4), die fest mit der Verbindungsstange (1) verbunden oder dieser zugeordnet ist, wobei diese zweite Metallbewehrung (4) dazu bestimmt ist, in den Beton des zweiten Körpers (CB2) eingebettet zu werden.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP18020262.4A EP3584367B1 (de) | 2018-06-18 | 2018-06-18 | Anordnung einer verbindungsvorrichtung |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP18020262.4A EP3584367B1 (de) | 2018-06-18 | 2018-06-18 | Anordnung einer verbindungsvorrichtung |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3584367A1 EP3584367A1 (de) | 2019-12-25 |
EP3584367B1 true EP3584367B1 (de) | 2020-09-30 |
Family
ID=62705361
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18020262.4A Active EP3584367B1 (de) | 2018-06-18 | 2018-06-18 | Anordnung einer verbindungsvorrichtung |
Country Status (1)
Country | Link |
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EP (1) | EP3584367B1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113482166B (zh) * | 2021-07-19 | 2023-08-11 | 合肥工业大学 | 剪力墙连接组件及剪力墙结构 |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4526357A (en) | 1983-01-03 | 1985-07-02 | Coulter Systems Corporation | Electro-static sheet feeding method and apparatus |
EP0554483B1 (de) | 1992-02-05 | 1997-01-02 | Claude Meyers | Verbindungs- und Druckverteilerelement für Betonbauteile |
EP0773324B2 (de) | 1995-11-07 | 2006-04-05 | Nivo AG | Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen |
DE19964031A1 (de) * | 1999-12-30 | 2001-07-05 | Schoeck Bauteile Gmbh | Hülsen-/Dorn-Verbindung zwischen benachbarten Bauteilen |
-
2018
- 2018-06-18 EP EP18020262.4A patent/EP3584367B1/de active Active
Also Published As
Publication number | Publication date |
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EP3584367A1 (de) | 2019-12-25 |
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