EP2108759B1 - Muffle connection for concrete reinforcement rods - Google Patents
Muffle connection for concrete reinforcement rods Download PDFInfo
- Publication number
- EP2108759B1 EP2108759B1 EP09001737.7A EP09001737A EP2108759B1 EP 2108759 B1 EP2108759 B1 EP 2108759B1 EP 09001737 A EP09001737 A EP 09001737A EP 2108759 B1 EP2108759 B1 EP 2108759B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcing bar
- recess
- concrete
- sleeve
- sleeve connector
- 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.)
- Not-in-force
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- 230000002787 reinforcement Effects 0.000 title description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 52
- 239000000463 material Substances 0.000 claims description 21
- 230000000295 complement effect Effects 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 239000011295 pitch Substances 0.000 claims description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 2
- 239000011152 fibreglass Substances 0.000 description 9
- 238000011161 development Methods 0.000 description 7
- 230000018109 developmental process Effects 0.000 description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 230000004913 activation Effects 0.000 description 4
- 230000009467 reduction Effects 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 230000003993 interaction Effects 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 102100040287 GTP cyclohydrolase 1 feedback regulatory protein Human genes 0.000 description 1
- 101710185324 GTP cyclohydrolase 1 feedback regulatory protein Proteins 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000001404 mediated effect Effects 0.000 description 1
- 239000012720 thermal barrier coating Substances 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Images
Classifications
-
- 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
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
Definitions
- the present invention relates to a socket joint for a first concrete reinforcing bar and a second concrete reinforcing bar, which first concrete reinforcing bar and which second concrete reinforcing bar are formed of materials having mutually different elastic moduli, in particular for a reinforcing steel bar and a bar of fiberglass reinforced plastic, wherein the concrete reinforcing bars each having a connecting end are connected to a sleeve part having at least a first recess for receiving the first concrete reinforcing bar, which first concrete reinforcing bar has a relatively lower modulus of elasticity, and another junction, in particular a second recess, for the second concrete reinforcing bar, which second concrete reinforcing bar has a relatively higher modulus of elasticity ,
- the sleeve parts may also be formed in two parts in the manner of a Male- and a female-female part, such as from the EP 1 277 892 A1 or the DE 201 10 720 known.
- the concrete reinforcing bars to be connected and the sleeve part or the sleeve parts are made of steel and thus have essentially the same material properties, in particular elasticity modules, so that there is generally no relative slip between the connected components under load the emergence of which in principle a modulus of elasticity difference is required.
- glass fiber reinforced plastic in rod form for concrete reinforcement which are characterized in particular with respect to stainless steel by a lower thermal conductivity and reduced procurement costs.
- said glass fiber rods are relatively easy to drill or machine, resulting in further advantages in the application, especially in tunneling.
- the present invention seeks to further develop a socket joint of the type mentioned in that a secure and firm connection of concrete reinforcing bars is made possible, which consist of materials with mutually different moduli of elasticity.
- the invention achieves the object by means of a socket connection with the features of the appended patent claim 1.
- a socket joint for a first concrete reinforcing bar and a second concrete reinforcing bar which first concrete reinforcing bar and which second concrete reinforcing bar are formed of materials with different moduli of elasticity, in particular for a reinforcing steel bar and a bar of fiberglass reinforced plastic, wherein the concrete reinforcing bars each having a connecting end with a Clamp part are connected, which has at least a first recess for receiving the first concrete reinforcing bar, which first concrete reinforcing rod has a relatively lower modulus of elasticity, and another joint, in particular a second recess for the second concrete reinforcing bar, which second concrete reinforcing rod has a relatively higher modulus of elasticity thereby characterized in that within the first recess at least one additional internal structure in the form of a longitudinal direction Chse of the socket connection is formed in the first recess projecting geometric body, which cooperates with complementary structures on the inserted into the socket part connecting end of the first concrete reinforcing bar surface
- the said additional activation together with the reduced overlap length, contributes to a significant reduction in slip, resulting in a secure and firm connection between the sleeve part and said concrete reinforcing bar, and then at the other end of the sleeve part another concrete reinforcing bar can be connected to create the complete sleeve connection.
- Said second recess for receiving the second concrete reinforcing bar according to the invention is not absolutely necessary.
- the inner structure may be formed in a development of the present invention as a projecting into the first recess geometric body, such as a truncated cone, a hollow circular cylinder section, a number of fins, pins or the like.
- the complementary structures at the connecting end of the first concrete reinforcing bar are preferably formed in the curing state of the GFRP material accordingly in this.
- a preferred development of the invention consists in that the sleeve part in the region of the first recess has a reduced material thickness compared to the rest of the sleeve part, in particular a reduced outside diameter. This measure also contributes to avoiding slippage.
- the sleeve part in the region of the first recess tapers substantially frustoconically towards its end, wherein, however, the taper is also not limited to straight or flat flanks of the sleeve part.
- the outer flanks of the sleeve part in the tapering region can also be formed in particular concavely curved.
- the inner structure is formed and / or arranged symmetrically with respect to the longitudinal axis of the sleeve part or of the entire sleeve connection.
- the inner structure may be formed in a development of the present invention rotationally symmetrical relative to the longitudinal axis of the sleeve part or the sleeve connection.
- the inner wall of the first recess is formed complementary to an opposite wall of the inner structure.
- said inner wall of the first recess and an opposite wall of the inner structure are respectively oriented parallel to the longitudinal axis of the sleeve part and the sleeve connection.
- an extremely preferred development of the present invention provides that at least one thread is provided at the connecting end of the first concrete reinforcing bar and at least one corresponding counter-thread is provided in the first recess of the sleeve part and / or on the inner structure.
- the recess has a first internal thread and the internal structure has a first external thread.
- the connecting end of the concrete reinforcing rod has first an external thread, which cooperates with the first internal thread of the sleeve part, and a second internal thread, which cooperates with the external thread of the inner structure of the sleeve part.
- the thread and the corresponding mating thread have different pitches and / or a certain offset to each other, that is, "arranged on a gap", to better distribute the adhesive.
- another preferred embodiment of the present invention provides that the sleeve part is formed in a material which substantially corresponds to the material of the second concrete reinforcement rod.
- FIG. 1 shows an embodiment of the socket joint according to the invention for concrete reinforcement rods of materials with mutually different elastic moduli, which is designated as a whole by the reference numeral 1.
- the socket joint 1 is in FIG. 1 shown in the separated state, in which the concrete reinforcing bars, of which in FIG. 1 only one is shown explicitly, not inserted into the actual sleeve part 3.
- the socket joint 1 is particularly suitable for connecting a reinforcing steel bar with a rod 2 made of glass fiber reinforced plastic (GRP), since the materials mentioned have particularly different elastic moduli.
- GRP glass fiber reinforced plastic
- the sleeve part 3 has for this purpose a first recess 4 and a per se optional second recess 5, which at opposite sides Ends of the sleeve part 3 are formed.
- the first recess 4 serves to receive the illustrated concrete reinforcing bar 2, which has the relatively lower modulus of elasticity.
- the second recess 5 serves to receive a second concrete reinforcement bar (not shown), which has the higher modulus of elasticity with respect to the concrete reinforcement bar 2.
- the sleeve part 3 is preferably formed in a material which, in particular with regard to the modulus of elasticity, has comparable properties to the material of the second concrete reinforcement bar, not shown, wherein the said material is preferably a suitable steel.
- the sleeve part 3 and the second reinforcing rod can alternatively also be connected to one another by simple gluing, so that correspondingly no second recess is required.
- the sleeve part 3 in the region of the first recess 4 has a reduced material thickness compared to the rest of the sleeve part 3.
- the sleeve part 3 is formed in said region with a reduced outer diameter decreasing towards the corresponding end of the sleeve part 3.
- the embodiment of the socket joint 1 shown further provides that within the first recess 4 an additional internal structure 6 is formed, which in the present case has an in represents the first recess 4 projecting truncated cone, in particular the sectional view in FIG. 3 can be seen.
- a structure 7 complementary to the internal structure 6 of the sleeve part 3 is designed in the form of a frusto-conical recess, so that said structures 6, 7 cooperate flatly when the concrete reinforcing bar 2 is inserted into the sleeve part 3 ,
- surface interaction means in this case that on the inner structure 6 and the complementary structure 7 an enlarged contact or contact surface between the concrete reinforcement bar 2 and the sleeve part 3 is created, so that despite the relatively short overlap length UL improved material activation for voltage transmission caused, which in turn contributes to slip reduction.
- the inner structure 6 of the sleeve part 3 and the complementary structure 7 of the concrete reinforcing bar 2 are arranged or formed symmetrically to the longitudinal axis L of the sleeve joint 1 shown.
- the concrete reinforcing bar 2 which is preferably formed in said glass fiber reinforced plastic (GRP), has a conically tapered connection end, wherein the first recess 4 of the sleeve part 3 is formed correspondingly complementary.
- This special shape further contributes to an ideally linear load profile in the contact or connection area.
- the concrete reinforcing bar 2 at its connection end, first an external thread 8 and the sleeve part 3 in the region of the first recess 4 has a corresponding internal thread 9.
- the concrete reinforcement rod 2 has in the region of the complementary structure 7 an additional internal thread 10 (cf. FIG. 2 ), while the inner structure 6 of the sleeve part 3 a correspondingly complementary external thread 11 (see. FIG. 3 ) is provided.
- the threads of the concrete reinforcing bar 2 on the one hand and the sleeve part 3 on the other hand can be offset from each other and / or formed differently with respect to their pitches to ensure a secure connection of said components - especially if these by introducing an adhesive, such as synthetic resin, in the first Recess mediated or supported.
- a thread 12 is provided, which may be formed for connection to the concrete reinforcing bar, not shown in a conventional manner.
- FIGS. 4 and 5 show the above with reference to the FIGS. 1 to 3 explained in detail embodiment of the socket joint according to the invention in the assembled state and under suggestion of the second concrete reinforcing bar 2 ', with the corresponding figures otherwise not be discussed.
- FIGS. 6 to 10 show a further embodiment of the socket joint 1 according to the invention, in the present case for the sake of brevity only on the essential differences from the above-detailed embodiment according to the FIGS. 1 to 5 will be discussed in more detail.
- the sleeve part 3 and the concrete reinforcing bar 2 are formed with an even shorter overlapping area ÜL '.
- the cross-section or radius decrease a of the sleeve part is also according to FIG. 6 significantly more pronounced than in the FIGS. 1 to 5 ,
- an inner structure 6 is formed in the region of the first exception 4 of the sleeve part 3, which in cross-section (see. FIG. 8 ) is again formed as a truncated cone as a whole, but in addition also has a central, also frusto-conical recess 13, which just vice versa is oriented to the truncated cone-like course of the remaining inner structure 6.
- the structure 7 at the connection end of the concrete reinforcing bar 2 is in turn formed complementary to the above-described inner structure 6 and consists for this purpose of a conical recess (see. FIGS. 1 to 5 ), in which, however, a conical projection 14 which projects in the opposite direction, which is designed to engage in the additional recess 13 of the sleeve part 3, projects centrally.
- the concrete reinforcing rod 2 does not taper at its connection end, and the outer wall 15 of the recess 4 of the sleeve part 3 also extends in a complementary manner parallel to the longitudinal axis L of the socket joint 1.
- FIGS. 9 and 10 show the embodiment of the sleeve joint 1 described above in detail in the assembled state.
- FIGS. 11 to 15 show a further embodiment of the socket joint 1 according to the invention, again in turn only essential differences compared to the embodiments already described will be discussed.
- FIGS. 11 to 15 The in the FIGS. 11 to 15 The embodiment shown essentially corresponds to that according to FIGS. 6 to 10 , where only the projecting Structures in the region of the first recess 4 of the sleeve part 3, which form said inner structure 6, are formed with walls 16, 17 oriented parallel to the longitudinal axis L of the socket joint 1. Overall, this results in the appearance of a hollow circular cylindrical portion for the inner structure 6, while the structure 7 is formed correspondingly complementary at the terminal end of the concrete reinforcing bar 2, as shown in the figures.
- threaded means can be provided, which in the FIGS. 11 to 15 is not explicitly shown.
- the present invention is not limited to the rotationally symmetrical embodiments described above by way of example.
- the inner structure 6 may also be formed in the form of a preferably uniform grid of lamellae, pins or the like, which cooperate with corresponding complementary structures (receptacles) at the attachment end of the concrete reinforcement bar 2 in order to create the largest possible contact surface.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
Die vorliegende Erfindung betrifft eine Muffenverbindung für einen ersten Betonbewehrungsstab und einen zweiten Betonbewehrungsstab, welcher erste Betonbewehrungsstab und welcher zweite Betonbewehrungsstab aus Materialien mit voneinander verschiedenen Elastizitätsmodulen gebildet sind, insbesondere für einen Betonstahlstab und einen Stab aus glasfaserverstärktem Kunststoff, bei der die Betonbewehrungsstäbe jeweils mit einem Verbindungsende mit einem Muffenteil verbunden sind, welches zumindest eine erste Ausnehmung aufweist zum Aufnehmen des ersten Betonbewehrungsstabs, welcher erste Betonbewehrungsstab einen relativ niedrigeren Elastizitätsmodul aufweist, und eine weitere Verbindungsstelle, insbesondere eine zweite Ausnehmung, für den zweiten Betonbewehrungsstab, welcher zweite Betonbewehrungsstab einen relativ höheren Elastizitätsmodul aufweist.The present invention relates to a socket joint for a first concrete reinforcing bar and a second concrete reinforcing bar, which first concrete reinforcing bar and which second concrete reinforcing bar are formed of materials having mutually different elastic moduli, in particular for a reinforcing steel bar and a bar of fiberglass reinforced plastic, wherein the concrete reinforcing bars each having a connecting end are connected to a sleeve part having at least a first recess for receiving the first concrete reinforcing bar, which first concrete reinforcing bar has a relatively lower modulus of elasticity, and another junction, in particular a second recess, for the second concrete reinforcing bar, which second concrete reinforcing bar has a relatively higher modulus of elasticity ,
Derartige Muffenverbindungen bzw. Muffenteile zum Schaffen derartiger Verbindungen sind bekannt. Dabei können die Muffenteile auch zweigeteilt nach Art eines Male- und eines Female-Muffenteils ausgebildet sein, wie beispielsweise aus der
In der Regel bestehen dabei die zu verbindenden Betonbewehrungsstäbe sowie das Muffenteil bzw. die Muffenteile aus Stahl und weisen somit im Wesentlichen gleiche Materialeigenschaften, insbesondere Elastizitätsmodule auf, so dass es in der Regel unter Last nicht zu einem relativen Schlupf zwischen den verbundenen Bauteilen kommt, für dessen Entstehen grundsätzlich eine Elastizitätsmodul-Differenz erforderlich ist.As a rule, the concrete reinforcing bars to be connected and the sleeve part or the sleeve parts are made of steel and thus have essentially the same material properties, in particular elasticity modules, so that there is generally no relative slip between the connected components under load the emergence of which in principle a modulus of elasticity difference is required.
Die Anmelderin hat jedoch in der Vergangenheit verstärkt anstelle von Stahl, insbesondere Edelstahl, auch glasfaserverstärkte Kunststoff in Stabform zur Betonbewehrung eingesetzt, welche sich insbesondere gegenüber Edelstahl durch eine geringere Wärmeleitfähigkeit und reduzierte Beschaffungskosten auszeichnen. Außerdem sind die genannten Glasfaserstäbe relativ leicht durchbohrbar oder zerspanbar, was weitere Vorteile bei der Anwendung ergibt, insbesondere im Tunnelbau.However, in the past, the applicant has increasingly used instead of steel, in particular stainless steel, glass fiber reinforced plastic in rod form for concrete reinforcement, which are characterized in particular with respect to stainless steel by a lower thermal conductivity and reduced procurement costs. In addition, said glass fiber rods are relatively easy to drill or machine, resulting in further advantages in the application, especially in tunneling.
Ein besonderes Problem entsteht jedoch an der Verbindungsstelle zwischen den genannten Glasfaserstäben und herkömmlichen Betonstahlstäben, da die genannten glasfaserverstärkten Kunststoff einerseits und Stahl andererseits stark unterschiedliche Elastizitätsmodule aufweisen, die sich in der Praxis beispielsweise um einen Faktor 3,5 unterscheiden können. Wie oben bereits ausgeführt, kann eine derartige Elastizitätsmodul-Differenz zu einem Schlupf an der Verbindungsstelle führen, so dass derartige Verbindungen keine optimale Belastungsfestigkeit aufweisen. Da zur Ermittlung des Schlupfs der Quotient aus Spannung und Elastizitätsmodul über den Weg integriert wird, ist auch eine vergrößerte Überlappungslänge im Verbindungsbereich von GFK und Stahl durch ein entsprechend ausgebildetes Muffenteil nicht hilfreich, sondern vielmehr eher kontraproduktiv.However, a particular problem arises at the junction between the aforementioned glass fiber rods and conventional reinforcing steel rods, because the said glass fiber reinforced plastic on the one hand and steel on the other hand have very different elastic moduli, which may differ in practice, for example by a factor of 3.5. As already stated above, such an elastic modulus difference can lead to a slip at the connection point, so that such connections do not have optimum load resistance. Since the quotient of stress and modulus of elasticity is integrated over the path to determine the slip, an increased overlap length in the connection region of GRP and steel by a correspondingly formed sleeve part is not helpful, but rather rather counterproductive.
Aus der
Hiervon ausgehend liegt der Erfindung die Aufgabe zugrunde, eine Muffenverbindung der eingangs genannten Art dahingehend weiterzuentwickeln, dass eine sichere und feste Verbindung von Betonbewehrungsstäben ermöglicht wird, die aus Materialien mit voneinander verschiedenen Elastizitätsmodulen bestehen.Proceeding from this, the present invention seeks to further develop a socket joint of the type mentioned in that a secure and firm connection of concrete reinforcing bars is made possible, which consist of materials with mutually different moduli of elasticity.
Die Erfindung löst die Aufgabe mittels einer Muffenverbindung mit den Merkmalen des beigefügten Patentanspruchs 1.The invention achieves the object by means of a socket connection with the features of the appended
Vorteilhafte Weiterbildungen des Erfindungsgegenstands sind in den Unteransprüchen angegebenen, deren Wortlaut hiermit durch ausdrückliche Bezugnahme in die Beschreibung aufgenommen wird, um unnötige Textwiederholungen zu vermeiden.Advantageous developments of the subject invention are specified in the dependent claims, the wording of which is hereby incorporated by express reference in the description in order to avoid unnecessary text repetition.
Erfindungsgemäß ist eine Muffenverbindung für einen ersten Betonbewehrungsstab und einen zweiten Betonbewehrungsstab, welcher erste Betonbewehrungsstab und welcher zweite Betonbewehrungsstab aus Materialien mit voneinander verschiedenen Elastizitätsmodulen gebildet sind, insbesondere für einen Betonstahlstab und einen Stab aus glasfaserverstärktem Kunststoff, bei der die Betonbewehrungsstäbe jeweils mit einem Verbindungsende mit einem Muffenteil verbunden sind, welches zumindest eine erste Ausnehmung aufweist zum Aufnehmen des ersten Betonbewehrungsstabs, welcher erste Betonbewehrungsstabs einen relativ niedrigeren Elastizitätsmodul aufweist, und eine weitere Verbindungsstelle, insbesondere eine zweite Ausnehmung, für den zweiten Betonbewehrungsstab, welcher zweite Betonbewehrungsstab einen relativ höheren Elastizitätsmodul aufweist, dadurch gekennzeichnet, dass innerhalb der ersten Ausnehmung wenigstens eine zusätzliche Innenstruktur in Form eines in Richtung einer Längsachse der Muffenverbindung in die erste Ausnehmung hineinragenden geometrischen Körpers ausgebildet ist, die mit komplementären Strukturen an dem in das Muffenteil eingesetzten Verbindungsende des ersten Betonbewehrungsstabs flächig zusammenwirkt.According to the invention, a socket joint for a first concrete reinforcing bar and a second concrete reinforcing bar, which first concrete reinforcing bar and which second concrete reinforcing bar are formed of materials with different moduli of elasticity, in particular for a reinforcing steel bar and a bar of fiberglass reinforced plastic, wherein the concrete reinforcing bars each having a connecting end with a Clamp part are connected, which has at least a first recess for receiving the first concrete reinforcing bar, which first concrete reinforcing rod has a relatively lower modulus of elasticity, and another joint, in particular a second recess for the second concrete reinforcing bar, which second concrete reinforcing rod has a relatively higher modulus of elasticity thereby characterized in that within the first recess at least one additional internal structure in the form of a longitudinal direction Chse of the socket connection is formed in the first recess projecting geometric body, which cooperates with complementary structures on the inserted into the socket part connecting end of the first concrete reinforcing bar surface.
Nach einem Grundgedanken der vorliegenden Erfindung wird durch das Ausbilden der genannten Innenstruktur des Muffenteils und den dazu komplementären Strukturen am Verbindungsende des ersten Betonbewehrungsstabs eine vergrößerte Kontakt- oder Aktivierungsfläche zwischen dem Betonbewehrungsstab und dem Muffenteil geschaffen, so dass sich ein verbessertes Belastungsverhalten ergibt, welches insbesondere mit einer gegenüber herkömmlichen Konstruktionen deutlichen Reduzierung der Überlappungslänge zwischen Muffenteil und eingesetztem Betonbewehrungsstab einhergehen kann. Die genannte zusätzliche Aktivierung trägt zusammen mit der verringerten Überlappungslänge zu einer deutlichen Verringerung des Schlupfs bei, so dass sich eine sichere und feste Verbindung zwischen Muffenteil und dem genannten Betonbewehrungsstab ergibt, wobei anschließend am anderen Ende des Muffenteils ein weiterer Betonbewehrungsstab zur Schaffung der vollständigen Muffenverbindung anschließbar ist.According to a basic idea of the present invention, by forming said internal structure of the sleeve part and the complementary structures at the connecting end of the first concrete reinforcing bar an enlarged contact or activation area between the concrete reinforcing rod and the sleeve part created, so that there is an improved load behavior, which in particular with a comparison with conventional constructions significant reduction of the overlap length between the sleeve part and inserted concrete reinforcement rod can go along. The said additional activation, together with the reduced overlap length, contributes to a significant reduction in slip, resulting in a secure and firm connection between the sleeve part and said concrete reinforcing bar, and then at the other end of the sleeve part another concrete reinforcing bar can be connected to create the complete sleeve connection.
Die genannte zweite Ausnehmung zum Aufnehmen des zweiten Betonbewehrungsstabs ist erfindungsgemäß nicht unbedingt erforderlich. Beispielsweise kann alternativ auch vorgesehen sein, ein Muffenteil nur mit erster Ausnehmung auf das Verbindungsende des zweiten Bewehrungsstabs aufzukleben.Said second recess for receiving the second concrete reinforcing bar according to the invention is not absolutely necessary. For example, may alternatively be provided to stick a sleeve part only with first recess on the connecting end of the second reinforcing bar.
Die Innenstruktur kann in Weiterbildung der vorliegenden Erfindung als ein in die erste Ausnehmung hineinragender geometrischer Körper, wie ein Kegelstumpf, ein hohler Kreiszylinderabschnitt, eine Anzahl von Lamellen, Stiften oder dergleichen, ausgebildet sein. Die komplementären Strukturen am Verbindungsende des ersten Betonbewehrungsstabs werden vorzugsweise im Aushärtungszustand des GFK-Materials entsprechend in diesem ausgebildet.The inner structure may be formed in a development of the present invention as a projecting into the first recess geometric body, such as a truncated cone, a hollow circular cylinder section, a number of fins, pins or the like. The complementary structures at the connecting end of the first concrete reinforcing bar are preferably formed in the curing state of the GFRP material accordingly in this.
Eine bevorzugte Weiterbildung der Erfindung besteht darin, dass das Muffenteil im Bereich der ersten Ausnehmung eine gegenüber dem restlichen Muffenteil reduzierte Materialstärke, insbesondere einen reduzierten Außendurchmesser aufweist. Auch diese Maßnahme trägt mit zu einer Schlupfvermeidung bei.A preferred development of the invention consists in that the sleeve part in the region of the first recess has a reduced material thickness compared to the rest of the sleeve part, in particular a reduced outside diameter. This measure also contributes to avoiding slippage.
Eine andere Weiterbildung der vorliegenden Erfindung sieht vor, dass sich das Muffenteil im Bereich der ersten Ausnehmung zwecks Reduzierung seiner Materialstärke zu seinem Ende hin außen im Wesentlichen kegelstumpfartig verjüngt, wobei die Verjüngung allerdings auch nicht auf gerade oder ebene Flanken des Muffenteils beschränkt ist. Beispielsweise können die Außenflanken des Muffenteils im Verjüngungsbereich auch insbesondere konkav gekrümmt ausgebildet sein.Another development of the present invention provides that, in order to reduce its material thickness, the sleeve part in the region of the first recess tapers substantially frustoconically towards its end, wherein, however, the taper is also not limited to straight or flat flanks of the sleeve part. For example, the outer flanks of the sleeve part in the tapering region can also be formed in particular concavely curved.
Vorteilhafterweise ist die Innenstruktur symmetrisch bezogen auf die Längsachse des Muffenteils bzw. der gesamten Muffenverbindung ausgebildet und/oder angeordnet. Speziell kann die Innenstruktur in Weiterbildung der vorliegenden Erfindung rotationssymmetrisch bezogen auf die Längsachse des Muffenteils bzw. der Muffenverbindung ausgebildet sein.Advantageously, the inner structure is formed and / or arranged symmetrically with respect to the longitudinal axis of the sleeve part or of the entire sleeve connection. Specifically, the inner structure may be formed in a development of the present invention rotationally symmetrical relative to the longitudinal axis of the sleeve part or the sleeve connection.
Eine andere Weiterbildung des Erfindungsgegenstands sieht vor, dass die Innenwand der ersten Ausnehmung komplementär zu einer gegenüberliegenden Wand der Innenstruktur ausgebildet ist. Hierunter fallen insbesondere Ausgestaltungen, bei denen die genannte Innenwand der ersten Ausnehmung und eine gegenüberliegende Wand der Innenstruktur jeweils parallel zur Längsachse des Muffenteils bzw. der Muffenverbindung orientiert sind. Allerdings ist es auch möglich, sowohl die genannte Innenwand als auch die gegenüberliegende Wand der Innenstruktur bezogen auf die Längsachse der Anordnung geneigt auszurichten.Another development of the subject invention provides that the inner wall of the first recess is formed complementary to an opposite wall of the inner structure. These include in particular embodiments in which said inner wall of the first recess and an opposite wall of the inner structure are respectively oriented parallel to the longitudinal axis of the sleeve part and the sleeve connection. However, it is also possible to align both the said inner wall and the opposite wall of the inner structure with respect to the longitudinal axis of the arrangement inclined.
Zur Erhöhung der Verbindungssicherheit sieht eine äußerst bevorzugte Weiterbildung der vorliegenden Erfindung vor, dass an dem Verbindungsende des ersten Betonbewehrungsstabs wenigstens ein Gewinde und in der ersten Ausnehmung des Muffenteils und/oder an der Innenstruktur wenigstens ein entsprechendes Gegengewinde vorgesehen ist. Vorteilhafterweise weist die Ausnehmung ein erstes Innengewinde und die Innenstruktur ein erstes Außengewinde auf. Komplementär hierzu besitzt das Verbindungsende des Betonbewehrungsstabs zunächst ein Außengewinde, welches mit dem ersten Innengewinde des Muffenteils zusammenwirkt, sowie ein zweites Innengewinde, welches mit dem Außengewinde der Innenstruktur des Muffenteils zusammenwirkt.To increase the connection security, an extremely preferred development of the present invention provides that at least one thread is provided at the connecting end of the first concrete reinforcing bar and at least one corresponding counter-thread is provided in the first recess of the sleeve part and / or on the inner structure. Advantageously, the recess has a first internal thread and the internal structure has a first external thread. Complementary to this, the connecting end of the concrete reinforcing rod has first an external thread, which cooperates with the first internal thread of the sleeve part, and a second internal thread, which cooperates with the external thread of the inner structure of the sleeve part.
Insbesondere wenn bei der Ausbildung der Muffenverbindung Klebstoff, wie Kunstharz oder dergleichen, zum Einsatz kommt, ist es vorteilhaft, wenn das genannte Gewinde und das entsprechende Gegengewinde unterschiedliche Ganghöhen und/oder einen gewissen Versatz zueinander aufweisen, das heißt "auf Lücke" angeordnet sind, um das Klebemittel besser zu verteilen.In particular, when in the formation of the socket joint adhesive, such as synthetic resin or the like, is used, it is advantageous if said thread and the corresponding mating thread have different pitches and / or a certain offset to each other, that is, "arranged on a gap", to better distribute the adhesive.
Um das Auftreten einer Schlupfproblematik am anderen Ende des Muffenteils zu vermeiden, sieht eine andere, bevorzugte Weiterbildung der vorliegenden Erfindung vor, dass das Muffenteil in einem Material ausgebildet ist, welches im Wesentlichen dem Material des zweiten Betonbewehrungsstabs entspricht.To avoid the occurrence of a slip problem at the other end of the sleeve part, another preferred embodiment of the present invention provides that the sleeve part is formed in a material which substantially corresponds to the material of the second concrete reinforcement rod.
Weitere Eigenschaften und Vorteile der vorliegenden Erfindung ergeben sich aus der nachfolgenden Beschreibung von Ausführungsbeispielen anhand der Zeichnung. Es zeigt:
Figur 1- eine erste Ausgestaltung der erfindungsgemäßen Muffenverbindung im getrennten Zustand;
Figur 2- einen Schnitt entlang der Linie B-B in
;Figur 1 Figur 3- einen Schnitt entlang der Linie C-C in
;Figur 1 Figur 4- die Ausgestaltung der erfindungsgemäßen Muffenverbindung gemäß
im zusammengesetzten Zustand;Figur 1 Figur 5- einen Schnitt entlang der Linie A-A in
;Figur 4 Figur 6- eine weitere Ausgestaltung der erfindungsgemäßen Muffenverbindung im getrennten Zustand;
Figur 7- einen Schnitt entlang der Linie B-B in
;Figur 6 Figur 8- einen Schnitt entlang der Linie C-C in
;Figur 6 Figur 9- die Muffenverbindung gemäß
im zusammengesetzten Zustand;Figur 6 Figur 10- einen Schnitt entlang der Linie A-A in
;Figur 9 Figur 11- eine weitere Ausgestaltung der erfindungsgemäßen Muffenverbindung im getrennten Zustand;
Figur 12- einen Schnitt entlang der Linie B-B in
;Figur 11 Figur 13- einen Schnitt entlang der Linie C-C in
;Figur 11 Figur 14- die Muffenverbindung gemäß
im zusammengesetzten Zustand; undFigur 11 Figur 15- einen Schnitt entlang der Linie A-A in
.Figur 14
- FIG. 1
- a first embodiment of the socket joint according to the invention in the separated state;
- FIG. 2
- a section along the line BB in
FIG. 1 ; - FIG. 3
- a section along the line CC in
FIG. 1 ; - FIG. 4
- the embodiment of the sleeve joint according to the invention
FIG. 1 in the assembled state; - FIG. 5
- a section along the line AA in
FIG. 4 ; - FIG. 6
- a further embodiment of the socket joint according to the invention in the separated state;
- FIG. 7
- a section along the line BB in
FIG. 6 ; - FIG. 8
- a section along the line CC in
FIG. 6 ; - FIG. 9
- the socket connection according to
FIG. 6 in the assembled state; - FIG. 10
- a section along the line AA in
FIG. 9 ; - FIG. 11
- a further embodiment of the socket joint according to the invention in the separated state;
- FIG. 12
- a section along the line BB in
FIG. 11 ; - FIG. 13
- a section along the line CC in
FIG. 11 ; - FIG. 14
- the socket connection according to
FIG. 11 in the assembled state; and - FIG. 15
- a section along the line AA in
FIG. 14 ,
Das Muffenteil 3 weist zu diesem Zweck eine erste Ausnehmung 4 und eine an sich optionale zweite Ausnehmung 5 auf, welche an einander gegenüberliegenden Enden des Muffenteils 3 ausgebildet sind. Die erste Ausnehmung 4 dient zum Aufnehmen des dargestellten Betonbewehrungsstabs 2, welcher den relativ niedrigeren Elastizitätsmodul aufweist. Die zweite Ausnehmung 5 dient zum Aufnehmen eines nicht gezeigten zweiten Betonbewehrungsstabs, welcher gegenüber dem Betonbewehrungsstab 2 den höheren Elastizitätsmodul aufweist.The
Das Muffenteil 3 ist vorzugsweise in einem Werkstoff ausgebildet, welcher insbesondere hinsichtlich des Elastizitätsmoduls vergleichbare Eigenschaften aufweist, wie das Material des nicht gezeigten zweiten Betonbewehrungsstabs, wobei es sich bei dem genannten Material vorzugsweise um einen geeigneten Stahl handelt. Insbesondere aus diesem Grund können das Muffenteil 3 und der zweite Bewehrungsstab alternativ auch durch einfaches Verkleben miteinander verbunden sein, so dass entsprechend keine zweite Ausnehmung erforderlich ist.The
Um Schlupf im Verbindungsbereich des ersten Betonbewehrungsstabs 2 und des Muffenteils 3 aufgrund der vorhandenen Elastizitätsmodul-Differenz zu vermeiden, weist das Muffenteil 3 im Bereich der ersten Ausnehmung 4 eine gegenüber dem restlichen Muffenteil 3 reduzierte Materialstärke auf. Zu diesem Zweck ist das Muffenteil 3 in dem genannten Bereich mit einem reduzierten, zum entsprechenden Ende des Muffenteils 3 hin abnehmenden Außendurchmesser ausgebildet.To avoid slippage in the connecting region of the first
Um darüber hinaus zur weiteren Vermeidung von Schlupf die Überlappungslänge ÜL des ersten Betonbewehrungsstabs 2 und des Muffenteils 3 reduzieren zu können, sieht die gezeigte Ausgestaltung der Muffenverbindung 1 weiterhin vor, dass innerhalb der ersten Ausnehmung 4 eine zusätzliche Innenstruktur 6 ausgebildet ist, die vorliegend einen in die erste Ausnehmung 4 hineinragenden Kegelstumpf darstellt, wie insbesondere der Schnittansicht in
Der Begriff des "flächigen Zusammenwirkens" bedeutet vorliegend, dass über die Innenstruktur 6 und die komplementäre Struktur 7 eine vergrößerte Anlage- oder Kontaktfläche zwischen dem Betonbewehrungsstab 2 und dem Muffenteil 3 geschaffen ist, so dass trotz der relativ kurzen Überlappungslänge ÜL eine verbesserte Materialaktivierung zur Spannungsübertragung bewirkt ist, was wiederum zur Schlupfverringerung beiträgt.The term "surface interaction" means in this case that on the
Nachfolgend sei auf weitere konstruktive Einzelheiten der Ausgestaltung gemäß
Die Innenstruktur 6 des Muffenteils 3 sowie die komplementäre Struktur 7 des Betonbewehrungsstabs 2 sind auf bzw. symmetrisch zu der Längsachse L der gezeigten Muffenverbindung 1 angeordnet bzw. ausgebildet.The
Der Betonbewehrungsstab 2, der vorzugsweise in dem genannten glasfaserverstärkten Kunststoff (GFK) ausgebildet ist, weist ein sich konisch verjüngendes Anschlussende auf, wobei auch die erste Ausnehmung 4 des Muffenteils 3 entsprechend komplementär ausgebildet ist. Diese spezielle Formgebung trägt weiterhin zu einem im Idealfall linearen Belastungsverlauf im Kontakt- bzw. Verbindungsbereich bei.The
Darüber hinaus weist der Betonbewehrungsstab 2 an seinem Anschlussende zunächst ein Außengewinde 8 und das Muffenteil 3 im Bereich der ersten Ausnehmung 4 ein entsprechendes Innengewinde 9 auf. Weiterhin besitzt der Betonbewehrungsstab 2 im Bereich der komplementären Struktur 7 ein zusätzliches Innengewinde 10 (vgl.
Aufgrund der sich in Querrichtung abwechselnden Innen- und Außenflächen (Oberflächen der Innenstruktur 6 bzw. der Außenstruktur 7) kommt es auf diese Weise insbesondere zu einer gegenseitigen "Behinderung" von Bewehrungsstab 2 und Muffenteil 3 wegen der bei Zug- und/oder Druckbelastung auftretenden Querkontraktion. Besonders effektiv sind in diesem Zusammenhang gerade Flächen, bei denen der erste Bewehrungsstab 2 nach außen und das Muffenteil 3 nach innen hinsichtlich der Querkontraktion behindert ist, wie beispielsweise bei der Ausgestaltung gemäß der beigefügten
Auch im Bereich der zweiten Ausnehmung 5, die - wie gesagt - zum Aufnehmen des nicht gezeigten zweiten Betonbewehrungsstabs dient, ist ein Gewinde 12 vorgesehen, welches zum Verbinden mit dem nicht gezeigten Betonbewehrungsstab in an sich bekannter Weise ausgebildet sein kann.Also in the region of the
Die nachfolgenden
Gemäß der Darstellung in den
Zu diesem Zweck ist im Bereich der ersten Ausnahme 4 des Muffenteils 3 eine Innenstruktur 6 ausgebildet, die im Querschnitt (vgl.
Die Struktur 7 am Anschlussende des Betonbewehrungsstabs 2 ist wiederum komplementär zu der vorstehend beschriebenen Innenstruktur 6 ausgebildet und besteht zu diesem Zweck aus einer konischen Ausnehmung (vgl.
Anders als beim Gegenstand der
Auf diese Weise ergibt sich erneut eine großflächige Wechselwirkung zwischen Betonbewehrungsstab 2 und Muffenteil 3 im Verbindungsbereich, was zu einer verbesserten Materialaktivierung beiträgt, so dass der Überlappungsbereich ÜL' verkleinert und der Schlupf reduziert werden kann.In this way, there is again a large-scale interaction between
Die
Wie auch beim Gegenstand der
Die nachfolgenden
Die in den
Im Bereich der Ausnehmung 4 bzw. des Verbindungsendes des Betonbewehrungsstabs 2 können wiederum Gewindemittel vorgesehen sein, was in den
Es sei noch angemerkt, dass die vorliegende Erfindung nicht auf die vorstehend exemplarisch beschriebenen rotationssymmetrischen Ausgestaltungen beschränkt ist. Beispielsweise kann die Innenstruktur 6 auch in Form eines vorzugsweise gleichmäßigen Rasters aus Lamellen, Stiften oder dergleichen gebildet sein, welche mit entsprechenden komplementären Strukturen (Aufnahmen) am Befestigungsende des Betonbewehrungsstabs 2 zusammenwirken, um eine möglichst große Kontaktfläche zu schaffen.It should be noted that the present invention is not limited to the rotationally symmetrical embodiments described above by way of example. For example, the
Claims (14)
- Sleeve connector (1) for a first concrete-reinforcing bar (2) and a second concrete-reinforcing bar (2'), which first concrete-reinforcing bar (2) and which second concrete-reinforcing bar (2') are formed from materials having moduli of elasticity that are different from one another, especially for a steel reinforcing bar (2') and a bar (2) of glass-fibre-reinforced plastics, wherein the concrete-reinforcing bars (2) are each connected by a connection end to a sleeve component (3) which has at least one first recess (4) for receiving the first concrete-reinforcing bar (2), which first concrete-reinforcing bar (2) has a relatively lower modulus of elasticity, and a further connection site, especially a second recess (5), for the second concrete-reinforcing bar (2'), which second concrete-reinforcing bar (2') has a relatively higher modulus of elasticity,
characterised in that
inside the first recess (4) there is at least one additional internal structure (6) in the form of a geometric body which projects into the first recess (4) in the direction of a longitudinal axis (L) of the sleeve connector (1), which geometric body co-operates via its surface with complementary structures (7) on the connection end of the first concrete-reinforcing bar (2) that is inserted into the sleeve component (3). - Sleeve connector (1) according to claim 1,
characterised in that
the sleeve component (3), in the region of the first recess (4), has a reduced thickness of material relative to the remainder of the sleeve component (3), especially a reduced external diameter. - Sleeve connector (1) according to claim 1 or 2,
characterised in that
in the region of the first recess (4) the sleeve component (3) tapers (a) on the outside substantially frustoconically towards its end. - Sleeve connector (1) according to at least one of claims 1 to 3,
characterised in that
the internal structure (6) is constructed and/or arranged so as to be symmetrical with respect to the longitudinal axis (L) of the sleeve component (3). - Sleeve connector (1) according to at least one of claims 1 to 4,
characterised in that
the internal structure (6) is constructed so as to be rotationally symmetrical with respect to the longitudinal axis (L) of the sleeve component (3). - Sleeve connector (1) according to at least one of claims 1 to 5,
characterised in that
the internal structure (6) is constructed in the form of a frustoconical element that projects into the first recess (4). - Sleeve connector (1) according to at least one of claims 1 to 5,
characterised in that
the internal structure (6) is constructed in the form of a hollow circular-cylindrical portion that projects into the first recess (4). - Sleeve connector (1) according to at least one of claims 1 to 5,
characterised in that
the internal structure (6) is formed from a number of lamellae, pins or the like. - Sleeve connector (1) according to at least one of claims 1 to 8,
characterised in that
the internal wall (15) of the first recess (4) is constructed so as to be complementary to an opposing wall (17) of the internal structure (6). - Sleeve connector (1) according to at least one of claims 1 to 9,
characterised in that
at least one thread (8, 10) is provided on the connection end of the first concrete-reinforcing bar (2), and at least one corresponding counter-thread (9, 11) is provided in the first recess (4) of the sleeve component (3) and/or on the internal structure (6). - Sleeve connector (1) according to at least claim 10,
characterised in that
the thread (8, 10) and the counter-thread (9, 11) have different pitches and/or are offset by a certain amount relative to one another. - Sleeve connector (1) according to at least one of claims 1 to 11,
characterised in that
the sleeve component (3), in the region of the second recess (5), is constructed so as to be plain-cylindrical with a constant outer cross-section. - Sleeve connector (1) according to at least one of claims 1 to 12,
characterised in that
the sleeve component (3) is constructed in a material that substantially corresponds to the material of the second concrete-reinforcing bar (2'), especially steel. - Sleeve connector (1) according to at least one of claims 1 to 13,
characterised in that
at least in the region of the first recess (4) there is provided an adhesive for joining together the first concrete-reinforcing bar (2) and the sleeve component (3).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200810018325 DE102008018325A1 (en) | 2008-04-11 | 2008-04-11 | Socket joint for concrete reinforcement bars |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2108759A2 EP2108759A2 (en) | 2009-10-14 |
EP2108759A3 EP2108759A3 (en) | 2012-05-09 |
EP2108759B1 true EP2108759B1 (en) | 2016-08-10 |
Family
ID=40565009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09001737.7A Not-in-force EP2108759B1 (en) | 2008-04-11 | 2009-02-07 | Muffle connection for concrete reinforcement rods |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2108759B1 (en) |
CA (1) | CA2661119A1 (en) |
DE (1) | DE102008018325A1 (en) |
DK (1) | DK2108759T3 (en) |
PL (1) | PL2108759T3 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103671440B (en) * | 2013-11-22 | 2015-10-28 | 江苏天舜金属材料集团有限公司 | A kind of aerial vertical steel bar connecting joints of multiple spot and method of construction thereof |
PL3272957T3 (en) | 2016-07-22 | 2020-02-28 | Schöck Bauteile GmbH | Structural element for heat insulation |
DE102016113558A1 (en) | 2016-07-22 | 2018-01-25 | Schöck Bauteile GmbH | Component for thermal insulation |
DE102023000168A1 (en) * | 2023-01-19 | 2024-07-25 | DUCA Systems AG | SCREWABLE REINFORCEMENT |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4027230C2 (en) * | 1990-08-29 | 1994-02-17 | Wayss & Freytag Ag | Screw socket connection |
AUPO219296A0 (en) * | 1996-09-06 | 1996-10-03 | Alan H. Reid Pty Ltd | Threaded fastener having insertion depth indicator |
GB2337477A (en) * | 1998-05-22 | 1999-11-24 | Epoxy Powder Coating Company L | Manufacturing a screw connection and apparatus therefore |
DE20110720U1 (en) | 2001-06-29 | 2001-08-30 | Schöck Entwicklungsgesellschaft mbH, 76534 Baden-Baden | Socket connection for reinforcing bars |
DE20111793U1 (en) | 2001-07-19 | 2001-09-20 | Schöck Entwicklungsgesellschaft mbH, 76534 Baden-Baden | Socket connection for concrete bars |
WO2005035892A1 (en) * | 2003-10-10 | 2005-04-21 | Hitek Construction Ag | Device comprising a rod made of fiber-reinforced plastic for transferring a load through a heat-insulating layer |
-
2008
- 2008-04-11 DE DE200810018325 patent/DE102008018325A1/en not_active Withdrawn
-
2009
- 2009-02-07 EP EP09001737.7A patent/EP2108759B1/en not_active Not-in-force
- 2009-02-07 PL PL09001737T patent/PL2108759T3/en unknown
- 2009-02-07 DK DK09001737.7T patent/DK2108759T3/en active
- 2009-04-01 CA CA 2661119 patent/CA2661119A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
DK2108759T3 (en) | 2016-09-26 |
CA2661119A1 (en) | 2009-10-11 |
EP2108759A3 (en) | 2012-05-09 |
EP2108759A2 (en) | 2009-10-14 |
PL2108759T3 (en) | 2017-02-28 |
DE102008018325A1 (en) | 2009-10-15 |
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