EP2228505B1 - Device for connecting prefabricated concrete sections - Google Patents
Device for connecting prefabricated concrete sections Download PDFInfo
- Publication number
- EP2228505B1 EP2228505B1 EP10002336.5A EP10002336A EP2228505B1 EP 2228505 B1 EP2228505 B1 EP 2228505B1 EP 10002336 A EP10002336 A EP 10002336A EP 2228505 B1 EP2228505 B1 EP 2228505B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cable
- loop
- cable loop
- prefabricated concrete
- clamp
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/125—Reinforcement continuity box
- E04G21/126—Reinforcement continuity box for cable loops
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/16—Joints and connections with adjunctive protector, broken parts retainer, repair, assembly or disassembly feature
- Y10T403/1608—Holding means or protector functioning only during transportation, assembly or disassembly
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/54—Flexible member is joint component
Definitions
- the present invention relates to a device for bonding prefabricated concrete parts, comprising a cable loop, wherein the cable sections forming the cable loop have means to hold the cable sections in an angled position.
- the subject matter of the invention is also a ready-mixed concrete part with a device of the aforementioned type.
- Such devices with cable loop for the combination of precast concrete parts, in particular of prefabricated concrete wall elements are known from the prior art sufficiently.
- Such Devices usually comprise a holding part in the form of a U-shaped rail, which is embedded in the prefabricated concrete part on the front side.
- the cable loop For transport and also during the assembly of such a precast concrete part, it is necessary that the cable loop substantially does not project beyond the end face. In this respect, it must be achieved that the cable loop is received by the holding part, that does not substantially over the holding part.
- a receiving box which has a removable lid, wherein the cable loop, which protrudes through an opening in the back of the receiving box is held by a spreading spring against the removable cover during transport or even during assembly tensioned. Then, when the lid is removed, the cable loop speeds not only due to the bias of the spreading spring, but also due to the elastic properties of the rope loop forward and goes z. B. in a vertical wall element in an approximately horizontal position over. That is, the cable loop extends in the direction of the front side of the opposite precast concrete part.
- a device known which also has a U-shaped holding part, which on the back of a Having through opening for the cable loop, wherein the holding part is formed approximately U-shaped, wherein the legs are angled end-to-end.
- the cable loop now projects with its loop-shaped end through the arranged on the back opening in the holding part, and is located from the inside to the bends of the legs of the holding part. After assembly, the cable loop is pulled out with the loop-shaped end of the holding part, the cable loop snaps.
- a similar education shows the utility model DE 20 2007 011 243 U1 inasmuch as there is provided for fixation of the cable loop a molded part, which has the angled cable eye forming portion of the rope from at least three sides form-fitting, and which after the casting of concrete precast concrete part of the precast concrete element and the cable eye is removable.
- a rope transport anchor which has a loop at the end.
- the merging and bending of middle cable areas is carried out by a guide and angling, which is formed by a sleeve.
- the object underlying the invention is therefore to produce a device of the type mentioned, which is particularly inexpensive to manufacture, but still reliably fulfills the same purpose as the prior art. Please note the following:
- the rope loop protrudes, as already stated, with its loop-shaped end after mounting on the front side of the opposite precast concrete part. With its other end, the rope loop is in the precast concrete part. Once the rope loop has been loosened, d. H. has been released from its angled position, it is not necessary that the cable loop is returned to this starting position, it must only be ensured that during transport and during assembly, the cable loop remains in the angled position.
- the device according to the invention is characterized by the features of claim 1.
- the cable sections forming the loop have means for holding the cable sections in an angled position, wherein the means for holding the cable loop in an angled position are plastically deformable cuffs which engage the respective cable section of the cable loop, in whose area the angling occurs the cable loop is provided.
- each sleeve has a bracket, which shows one side each two wings that surround by bending the rope of the rope section of the rope loop, first the bracket, which connects the wing pairs to both ends and which is curved about its longitudinal axis corresponding to the curvature of the cable loop, is bent by about 90 °.
- a notch is introduced in the region of the bend.
- the notch extends over a substantial portion of the width of the stirrup, leaving on both sides of the notch only one stile strong enough to hold the cord loop in an angled position in the region of the cord portions.
- the cuffs cause the cable loop to remain in an angled position during transport.
- the bend is bent, which causes the webs to break on both sides of the notch in this rebending operation. This means that the rope loop assumes an overall level position due to its elastic property.
- the cable loop has an insert body, wherein the insert body has at least one opening for the cable loop.
- the insert body is U-shaped in profile, in particular, wherein the web, which connects the two legs of the U-shaped insert body having the opening for the cable loop.
- the cable loop protrudes with its closed end, said end is also poured into the precast concrete part. With its angled loop-shaped end, the cable loop is in the cross-sectionally U-shaped rail a.
- the invention also relates to a precast concrete part, in particular a wall element made of ready-mixed concrete, which is characterized by at least one device of the aforementioned type.
- the insert body occupies the front side in the precast concrete part such that it terminates flush with the front edge.
- a toothing with the grouting mortar occurs when the grout is filled.
- the compound is able to absorb shear forces.
- the cable loops which overlap in pairs in such a way that an eyelet results, one or more reinforcing steels are pushed, which can be absorbed by the rope loops in the longitudinal direction of the rope loops acting forces.
- the two precast concrete parts 1 and 2 according to FIG. 1 are spaced apart to form a joint 3.
- the precast concrete parts 1 and 2 each have a trapezoidal recess 1a and 2a, wherein in the base of the trapezoidal recess 1a an insert body 10 is provided, which is recognizable in cross-section U-shaped profile.
- the insert body 10 is flush with the surface in the end face of the respective wall element 1 and 2 respectively.
- the web 9 of the U-shaped insert body has a passage opening 10b for the total designated 20 rope loop.
- the ends of the cable loop 20 are connected by a compact 23, this part of the cable loop is poured into the concrete of the precast concrete part, just like the insert body 10.
- the cable loop 20 overlaps with the adjacent cable loop, wherein the eyelet 30 formed in this case a Reinforcing steel 50 absorbs. Then the shock 3 is filled with grout 40.
- FIG. 2 A side view of two interconnected prefabricated concrete parts results from the FIG. 2 ,
- the cable loop 20 is shown in the bent state of the loop-shaped end.
- the two cable sections 21 and 22 can be seen, in the region of the bend (arrow 25) each one Pick up cuff 26.
- the cuff is made of plastic or metal, for example, and is configured to break in the direction of the arrow 60 when the cable loop 20 is bent.
- the cuff is visible in an enlarged view.
- the sleeve 26 has two wings 28a, 28b at each end.
- the wings 28a, 28b are connected by the bracket 27, which is formed curved around the longitudinal axis corresponding to the outer contour of the rope of the cable loop.
- the bracket 27 is formed curved around the longitudinal axis corresponding to the outer contour of the rope of the cable loop.
- the sleeve is bent in the region of the bracket by an angle of approximately 90 °. Then, the notch 30 is introduced into the bend, as shown in the illustration FIG. 6 is recognizable.
- notch 30 of the bracket 27 is divided into two bracket halves 27 a and 27 b, which are in the region of the notch 30 by the two webs 31 on both sides of the notch with each other.
- the wings 28a, 28b bent around the rope loop at both ends of the bow Now, if the cable sections 21, 22 bent in the direction of the arrow 60, then tear the webs 31 on both sides of the notch 30. This means that the cable loop itself assumes a horizontal position, as for example in the FIG. 1 and in the FIG. 2 is shown.
- the insert body 10 is shown with a cable loop 20 in an angled condition.
- the insert body 10, which is U-shaped profile, has on its rear side ( FIG. 5 ) has an opening 10b.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Details Of Indoor Wiring (AREA)
- Bridges Or Land Bridges (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Die vorliegende Erfindung betrifft eine Vorrichtung zum Verbund von Fertigbetonteilen, umfassend eine Seilschlaufe, wobei die die Seilschlaufe bildenden Seilabschnitte Mittel aufweisen, um die Seilabschnitte in abgewinkelter Position zu halten. Gegenstand der Erfindung ist auch ein Fertigbetonteil mit einer Vorrichtung der zuvor genannten Art.The present invention relates to a device for bonding prefabricated concrete parts, comprising a cable loop, wherein the cable sections forming the cable loop have means to hold the cable sections in an angled position. The subject matter of the invention is also a ready-mixed concrete part with a device of the aforementioned type.
Derartige Vorrichtungen mit Seilschlaufe zum Verbund von Fertigbetonteilen, insbesondere von vorgefertigten Wandelementen aus Beton sind aus dem Stand der Technik hinreichend bekannt. Derartige Vorrichtungen umfassen üblicherweise ein Halteteil in Form einer U-förmig ausgebildeten Schiene, das stirnseitig in dem Fertigbetonteil eingelassen ist. Zum Transport und auch während der Montage eines solchen Fertigbetonteils ist es erforderlich, dass die Seilschlaufe im Wesentlichen nicht über die Stirnseite übersteht. Insofern muss erreicht werden, dass die Seilschlaufe von dem Halteteil aufgenommen wird, d. h. über das Halteteil im Wesentlichen nicht übersteht.Such devices with cable loop for the combination of precast concrete parts, in particular of prefabricated concrete wall elements are known from the prior art sufficiently. such Devices usually comprise a holding part in the form of a U-shaped rail, which is embedded in the prefabricated concrete part on the front side. For transport and also during the assembly of such a precast concrete part, it is necessary that the cable loop substantially does not project beyond the end face. In this respect, it must be achieved that the cable loop is received by the holding part, that does not substantially over the holding part.
In diesem Zusammenhang sind aus dem Stand der Technik verschiedene Vorrichtungen bekannt, die dieser Prämisse vom Grundsatz her gerecht werden. So ist beispielsweise aus der
Der Aufwand, der nach dem Stand der Technik betrieben wird, um die Seilschlaufe während des Transports und der Montage in einem etwa um 90° abgewinkelten Zustand und damit parallel zur Oberseite des Fertigbetonteils zu halten, ist hoch, weshalb solche Vorrichtungen auch sehr teuer sind.The effort that is operated in the prior art to keep the cable loop during transport and assembly in an approximately 90 ° angled state and thus parallel to the top of the precast concrete part is high, which is why such devices are also very expensive.
Des Weiteren ist aus der
Eine ähnliche Ausbildung zeigt das Gebrauchsmuster
Hierbei ist der Aufwand, um die Seilschlaufe im abgewinkelten Zustand zu halten, relativ hoch, zumal eine speziell ausgebildete Schiene als Halteteil hergestellt werden muss, wobei zudem die Seilschlaufe im Übergang zum Fertigbetonteil durch einen Einsatzkörper in der Öffnung des Halteteils gehalten wird. Auch diese Vorrichtung ist somit verhältnismäßig teuer.Here, the effort to keep the cable loop in the angled state, relatively high, especially since a specially trained rail must be made as a holding part, wherein also the cable loop is held in the transition to the precast concrete by an insert body in the opening of the holding part. This device is therefore relatively expensive.
Schließlich ist aus der
Auch hier gilt, dass die Herstellung einer solchen Vorrichtung aufwendig und teuer ist.Again, that the production of such a device is complicated and expensive.
Aus der
Die der Erfindung zugrunde liegende Aufgabe besteht somit darin, eine Vorrichtung der eingangs genannten Art herzustellen, die insbesondere preiswert in der Herstellung ist, aber dennoch zuverlässig den gleichen Zweck erfüllt, wie der Stand der Technik. Hierbei ist auf Folgendes hinzuweisen:The object underlying the invention is therefore to produce a device of the type mentioned, which is particularly inexpensive to manufacture, but still reliably fulfills the same purpose as the prior art. Please note the following:
Die Seilschlaufe ragt, wie bereits ausgeführt, mit ihrem schlaufenförmigen Ende nach der Montage auf die Stirnseite des gegenüberliegenden Fertigbetonteils zu. Mit ihrem anderen Ende befindet sich die Seilschlaufe in dem Fertigbetonteil. Ist die Seilschlaufe einmal gelöst, d. h. aus ihrer abgewinkelten Lage befreit worden, ist es nicht notwendig, dass die Seilschlaufe in diese Ausgangsstellung zurück überführt wird, es muss lediglich sichergestellt sein, dass während des Transports und während der Montage die Seilschlaufe in der abgewinkelten Position verbleibt.The rope loop protrudes, as already stated, with its loop-shaped end after mounting on the front side of the opposite precast concrete part. With its other end, the rope loop is in the precast concrete part. Once the rope loop has been loosened, d. H. has been released from its angled position, it is not necessary that the cable loop is returned to this starting position, it must only be ensured that during transport and during assembly, the cable loop remains in the angled position.
Dies berücksichtigend, zeichnet sich die erfindungsgemäße Vorrichtung durch die Merkmale des Anspruches 1 aus. Hierbei weisen die die Schlaufe bildenden Seilabschnitte Mittel auf, um die Seilabschnitte in abgewinkelter Position zu halten, wobei die Mittel, um die Seilschlaufe in abgewinkelter Position zu halten, plastisch verformbare Manschetten sind, die den jeweiligen Seilabschnitt der Seilschlaufe erfassen, in deren Bereich die Abwinkelung der Seilschlaufe vorgesehen ist. Weiterhin besitzt jede Manschette einen Bügel, der einseitig jeweils zwei Flügel zeigt, die durch Umbiegen das Seil des Seilabschnitts der Seilschlaufe umgreifen, wobei zunächst der Bügel, der die Flügelpaare zu beiden Enden verbindet und der um seine Längsachse entsprechend der Krümmung des Seils der Seilschlaufe gewölbt ist, um etwa 90° gebogen wird. Im gebogenen oder abgewinkelten Zustand der Manschette bzw. des Bügels wird dann im Bereich der Biegung eine Kerbe eingebracht. Die Kerbe erstreckt sich über einen wesentlichen Teil der Breite des Bügels, sodass zu beiden Seiten der Kerbe lediglich ein Steg verbleibt, der stark genug ist, um die Seilschlaufe im Bereich der Seilabschnitte in abgewinkelter Position zu halten. Wie bereits an anderer Stelle erläutert, wird durch die Manschetten bewirkt, dass die Seilschlaufe während des Transports in abgewinkelter Position verbleibt. Für die Montage ist es erforderlich, dass die Seilschlaufe über ihre gesamte Länge horizontal ausgerichtet ist. Zu diesem Zweck wird die Abwinkelung aufgebogen, was bewirkt, dass die Stege zu beiden Seiten der Kerbe bei diesem Rückbiegevorgang brechen. Das bedeutet, dass die Seilschlaufe aufgrund ihrer federelastischen Eigenschaft eine insgesamt ebene Lage einnimmt.Taking this into account, the device according to the invention is characterized by the features of
Hieraus wird deutlich, dass die die Schlaufe bildenden Seilabschnitte durch Mittel in ihrer abgewinkelten Position gehalten werden, die unmittelbar mit der Seilschlaufe selbst in Verbindung stehen bzw. Teil der Seilschlaufe sind. Dies ganz im Gegensatz zum Stand der Technik, wo jeweils eine gesonderte Vorrichtung erforderlich ist, um die Seilschlaufe lediglich für den Transport und die Montage in der abgewinkelten Position zu halten. Da diese gesonderte Vorrichtung wegfällt, ist eine solche Seilschlaufe wesentlich preiswerter herstellbar. Insbesondere besteht insofern nunmehr auch die Möglichkeit, die Seilschlaufe unmittelbar in die Stirnseite eines Fertigbetonteils einzulassen bzw. einzubetonieren, da - wie bereits ausgeführt - gesonderte Vorrichtungen, um die Seilschlaufe in abgewinkelter Position während des Transports und während der Montage zu halten, nicht mehr erforderlich sind.From this it is clear that the rope sections forming the loop are held in their angled position by means which are directly in connection with the cable loop or are part of the cable loop. This is in contrast to the prior art, where in each case a separate device is required to hold the cable loop only for transport and assembly in the angled position. Since this separate device is eliminated, such a rope loop is much cheaper to produce. In particular, insofar now also exists the possibility to engage or einzubetonieren the cable loop directly into the face of a precast concrete part, since - as already stated - separate devices to hold the cable loop in an angled position during transport and during assembly, are no longer required ,
Nach einem weiteren Merkmal der Erfindung ist vorgesehen, dass die Seilschlaufe einen Einsatzkörper besitzt, wobei der Einsatzkörper mindestens eine Öffnung für die Seilschlaufe aufweist. Der Einsatzkörper ist insbesondere im Querschnitt U-profilförmig ausgebildet, wobei der Steg, der die beiden Schenkel des U-profilförmigen Einsatzkörpers verbindet, die Öffnung für die Seilschlaufe aufweist. Durch diese Öffnung ragt die Seilschlaufe mit ihrem geschlossenen Ende hindurch, wobei dieses Ende auch in dem Fertigbetonteil eingegossen ist. Mit ihrem abgewinkelten schlaufenförmigen Ende liegt die Seilschlaufe in der im Querschnitt U-profilförmigen Schiene ein.According to a further feature of the invention, it is provided that the cable loop has an insert body, wherein the insert body has at least one opening for the cable loop. The insert body is U-shaped in profile, in particular, wherein the web, which connects the two legs of the U-shaped insert body having the opening for the cable loop. Through this opening, the cable loop protrudes with its closed end, said end is also poured into the precast concrete part. With its angled loop-shaped end, the cable loop is in the cross-sectionally U-shaped rail a.
Gegenstand der Erfindung ist ebenfalls ein Fertigbetonteil, insbesondere ein Wandelement aus Fertigbeton, das sich durch mindestens eine Vorrichtung der zuvor genannten Art auszeichnet. Im Einzelnen ist in diesem Zusammenhang vorgesehen, dass der Einsatzkörper stirnseitig in dem Fertigbetonteil derart einsitzt, dass er mit der Vorderkante oberflächenbündig abschließt. Hieraus wird deutlich, dass durch die gegenüber der Stirnseite zurückversetzten Einsatzkörper bei Füllen der Vergussfuge eine Verzahnung mit dem Vergussmörtel eintritt. Hierdurch ist die Verbindung in der Lage, Scherkräfte aufzunehmen. Durch die Seilschlaufen hingegen, die sich paarweise einander derart überlappen, dass sich eine Öse ergibt, werden ein oder mehrere Armierungsstähle geschoben, wobei durch die Seilschlaufen auch in Längsrichtung der Seilschlaufen wirkende Kräfte aufgenommen werden können.The invention also relates to a precast concrete part, in particular a wall element made of ready-mixed concrete, which is characterized by at least one device of the aforementioned type. Specifically, it is provided in this context that the insert body occupies the front side in the precast concrete part such that it terminates flush with the front edge. It is clear from this that, when the insert body is set back in relation to the end face, a toothing with the grouting mortar occurs when the grout is filled. As a result, the compound is able to absorb shear forces. By contrast, the cable loops, which overlap in pairs in such a way that an eyelet results, one or more reinforcing steels are pushed, which can be absorbed by the rope loops in the longitudinal direction of the rope loops acting forces.
Anhand der Zeichnungen wird die Erfindung nachstehend beispielhaft näher erläutert.
Figur 1- zeigt schematisch zwei Fertigbetonteile, die beabstandet zueinander einen Stoß bilden;
Figur 2- zeigt eine Seitenansicht gemäß
;Figur 1 Figur 3- zeigt die erfindungsgemäße Seilschlaufe mit einer Manschette in abgewinkelter Position;
- Figur 4
- zeigt eine Darstellung gemäß
mit Einsatzkörper;Figur 3 - Figur 5
- zeigt eine Darstellung gemäß der Linie V - V aus
Figur 4 ; - Figur 6
- zeigt die erfindungsgemäße Manschette in vergrößerter Darstellung;
- Figur 6a
- zeigt die Manschette aus
Figur 6 in perspektivischer Darstellung im Ausgangszustand.
- FIG. 1
- schematically shows two precast concrete parts which form a joint spaced from one another;
- FIG. 2
- shows a side view according to
FIG. 1 ; - FIG. 3
- shows the cable loop according to the invention with a collar in an angled position;
- FIG. 4
- shows a representation according to
FIG. 3 with insert body; - FIG. 5
- shows a representation according to the line V - V from
FIG. 4 ; - FIG. 6
- shows the sleeve of the invention in an enlarged view;
- FIG. 6a
- shows the cuff
FIG. 6 in perspective in the initial state.
Die beiden Fertigbetonteile 1 und 2 gemäß
Eine Seitendarstellung zweier miteinander verbundener Fertigbetonteile ergibt sich aus der
Gemäß
Bei der Darstellung gemäß den
Bei der Darstellung gemäß
Claims (8)
- Device for connecting prefabricated concrete elements (1, 2), comprising a cable loop (20), wherein cable sections (21, 22) forming the cable loop (20) are provided with means (26, 29) for maintaining the cable sections in bent position, characterized in that the means (26) are plastically deformable collars (26) surrounding the respective cable (20a) of the cable sections (21, 22), each collar (26) comprising a clamp (27) respectively having at the end thereof two wings (28a, 28b) for bending around the cable (20a) of a cable section (21, 22) of the cable loop (20).
- Device according to claim 1, characterized in that an insertion body (10) is present for the cable loop (20), insertable into a recess (1a, 2a) of the prefabricated concrete element, said insertion body (10) having at least one opening (10b) for the cable loop.
- Device according to any of the above claims, characterized in that parallel with the longitudinal axis of the clamp (27), the clamp (27) has an arched design and a notch (30) in the area of bending of the cable loop (20).
- Device according to claim 3, characterized in that the notch (30) extends over a substantial part of the width of the clamp (27), wherein clamp halves on both sides of the notch are connected by a bridge (31).
- Device according to any of the above claims, characterized in that the notch (30) is formed in the clamp (27) in the bent position of the clamp (27).
- Device according to any of the above claims, characterized in that the collar (26) is made of metal.
- Prefabricated concrete element, particularly a wall element, having a device for joining prefabricated concrete elements, said device comprising a cable loop with a loop-shaped end, which after mounting projects towards the front face of the opposing prefabricated concrete element, the other end thereof being embedded within the prefabricated concrete element, characterized in that the device is constructed according to any of the claims 2 to 6.
- Prefabricated concrete element according to claim 7, characterized in that the insertion body (10) lies in the front face of the prefabricated concrete element flush with the surface of the front edge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10002336.5A EP2228505B1 (en) | 2009-03-12 | 2010-03-06 | Device for connecting prefabricated concrete sections |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09003587A EP2233664B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
EP10002336.5A EP2228505B1 (en) | 2009-03-12 | 2010-03-06 | Device for connecting prefabricated concrete sections |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2228505A1 EP2228505A1 (en) | 2010-09-15 |
EP2228505B1 true EP2228505B1 (en) | 2014-04-23 |
Family
ID=40863402
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09011410.9A Active EP2239397B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting ready-mixed concrete sections |
EP09003587A Not-in-force EP2233664B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
EP10002336.5A Not-in-force EP2228505B1 (en) | 2009-03-12 | 2010-03-06 | Device for connecting prefabricated concrete sections |
Family Applications Before (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09011410.9A Active EP2239397B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting ready-mixed concrete sections |
EP09003587A Not-in-force EP2233664B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
Country Status (9)
Country | Link |
---|---|
US (2) | US8567148B2 (en) |
EP (3) | EP2239397B1 (en) |
AT (1) | ATE487834T1 (en) |
CA (2) | CA2692365C (en) |
DE (1) | DE502009000173D1 (en) |
DK (2) | DK2233664T3 (en) |
ES (2) | ES2435203T3 (en) |
PL (2) | PL2239397T3 (en) |
PT (1) | PT2233664E (en) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2239397B1 (en) * | 2009-03-12 | 2013-08-21 | Peikko Group Oy | Device for connecting ready-mixed concrete sections |
CA2776632C (en) * | 2011-05-11 | 2019-08-13 | Composite Technologies Corporation | Load transfer device |
GB2504720B (en) * | 2012-08-07 | 2014-07-16 | Laing O Rourke Plc | Joints between precast concrete elements |
WO2014059463A1 (en) * | 2012-10-18 | 2014-04-24 | Merhis Pty Ltd | Methods, systems and components for multi-storey building construction |
CA2842249A1 (en) * | 2013-02-12 | 2014-08-12 | Martin Peter Vanderydt | Prefabricated reinforced concrete wall panel and installation method |
US20150027076A1 (en) * | 2013-07-29 | 2015-01-29 | Benjamin Joseph Pimentel | Sleeve Device For Increasing Shear Capacity |
US20150068138A1 (en) * | 2013-09-11 | 2015-03-12 | Aditazz, Inc. | Concrete deck for an integrated building system assembly platform |
US9644369B2 (en) | 2013-12-24 | 2017-05-09 | Reigstad & Associates, Inc. | Post-tension concrete leave out splicing system and method |
US9410316B2 (en) | 2013-12-24 | 2016-08-09 | Reigstad & Associates, Inc. | Post-tension concrete leave out splicing system and method |
US20150176276A1 (en) * | 2013-12-24 | 2015-06-25 | Reigstad & Associates, Inc. | Post-tension concrete leave out splicing system and method |
US9404254B2 (en) * | 2013-12-24 | 2016-08-02 | Reigstad & Associates, Inc. | Post-tension concrete leave out splicing system and method |
EP3115528A1 (en) * | 2015-07-10 | 2017-01-11 | Fundacíon Tecnalia Research & Innovation | Construction arrangement and detachable connection assembly for this construction arrangement |
EP3798377B1 (en) | 2015-08-08 | 2024-01-03 | Leviat GmbH | Method for producing a structure |
SG10201703972WA (en) * | 2016-06-28 | 2018-01-30 | Seng Wong | Composite structural wall and method of construction thereof |
US10150138B1 (en) * | 2017-05-16 | 2018-12-11 | Roger Thomas Haag | Interface for inserting bonding material between the joins of two interlocking members |
SG10201707313XA (en) * | 2017-09-08 | 2019-04-29 | Dragages Singapore Pte Ltd | A method for constructing a building |
PL236894B1 (en) * | 2017-11-29 | 2021-02-22 | Jordahl & Pfeifer Technika Budowlana Spolka Z Ograniczona Odpowiedzialnoscia | Unit for joining the building elements, preferably walls |
GB2575860B (en) | 2018-07-26 | 2022-01-05 | Austin Forkan | Connector assembly for connecting precast concrete sections |
CZ2018528A3 (en) * | 2018-10-04 | 2020-05-06 | PPZS s.r.o. | A prefabricated concrete panel, a method of making a panel joint, and a panel joint made this way |
FI129715B (en) * | 2019-07-08 | 2022-07-29 | R Group Baltic Oue | Wire loop box |
RU198810U1 (en) * | 2020-02-27 | 2020-07-29 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | REINFORCED CONCRETE WALL PANEL |
Family Cites Families (63)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2071299A (en) * | 1933-12-22 | 1937-02-16 | John R Gammeter | Joint for roadways |
US2167098A (en) * | 1935-11-20 | 1939-07-25 | Lane Wells Co | Strand-carried multiple conductor wire rope |
US2955338A (en) * | 1956-09-18 | 1960-10-11 | John T Conchuratt | Removable ferrule for cables |
GB1145014A (en) * | 1965-03-22 | 1969-03-12 | Peter Philip Riggs | Strand and rope production |
US3512223A (en) * | 1965-10-22 | 1970-05-19 | Aquariums Inc | Loop formed of synthetic fibre cord |
US3310333A (en) * | 1966-01-04 | 1967-03-21 | Hutson Robert Carey | Reach pendant for attaching external cargo to a hovering aircraft |
DE1801457C3 (en) * | 1968-10-05 | 1974-06-27 | Juergen 7800 Freiburg Goldberg | Device for lifting and transporting precast concrete parts or the like |
FR1602226A (en) * | 1968-12-24 | 1970-10-26 | ||
US3579931A (en) * | 1969-09-18 | 1971-05-25 | Du Pont | Method for post-tensioning tendons |
US3705469A (en) * | 1970-12-10 | 1972-12-12 | Superior Concrete Accessories | Anchor insert and setting cone for a precast concrete body |
US3705489A (en) * | 1970-12-24 | 1972-12-12 | Bethlehem Steel Corp | Wire rope with permanently lubricated core |
US3702709A (en) * | 1971-05-20 | 1972-11-14 | Frank E Shaffer | Cable connector |
CA932971A (en) * | 1971-07-06 | 1973-09-04 | Martens Ernst | Method of panel connection and connectors therefor |
CA961940A (en) * | 1972-01-31 | 1975-01-28 | John R. Naud | Hoisting rope |
US3782220A (en) * | 1972-05-18 | 1974-01-01 | Bendix Corp | Tension-torsion tie bar |
US3932697A (en) * | 1974-07-29 | 1976-01-13 | Wall Industries, Inc. | Rope terminations and methods and apparatus for fabricating the same |
US4043690A (en) * | 1975-08-28 | 1977-08-23 | York Engineering, Inc. | Wire rope termination |
US4111401A (en) * | 1976-07-14 | 1978-09-05 | William Hayden Pickett | Construction assemblies |
US4150906A (en) * | 1977-11-03 | 1979-04-24 | Bernard Ronald V | Cable loop connector |
US4290246A (en) * | 1978-11-22 | 1981-09-22 | Hilsey Arthur F | Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same |
FR2473080A1 (en) * | 1979-12-21 | 1981-07-10 | Kanai Hiroyuki | STEEL CABLE |
EP0062155B1 (en) * | 1981-03-28 | 1986-05-07 | B + B TEC Holding AG | Anchoring method for anchoring bolts or the like in concrete |
DE3322646C2 (en) * | 1982-08-26 | 1985-07-11 | Gebr. Philipp GmbH, 8750 Aschaffenburg | Rope lifting anchor and method of making the same |
US5033169A (en) * | 1989-05-22 | 1991-07-23 | Straight Line Water Sports, Inc. | Rope fastener |
DE9117119U1 (en) | 1991-09-25 | 1996-02-01 | Gebr. Philipp GmbH, 63741 Aschaffenburg | Rope loop insert for the connection of precast concrete |
US5301595A (en) * | 1992-06-25 | 1994-04-12 | General Motors Corporation | High temperature rope seal type joint packing |
DE4342673A1 (en) * | 1993-12-15 | 1995-06-22 | Schoeck Bauteile Gmbh | Component for thermal insulation |
GB9403675D0 (en) * | 1994-02-25 | 1994-04-13 | Asw Ltd | High tensile strand anchorages and methods of installation thereof |
DE29505789U1 (en) * | 1995-04-04 | 1996-08-01 | BETOMAX Kunststoff- und Metallwarenfabrik GmbH & Co KG, 41460 Neuss | Device for storing at least one elastically deformable holder |
US5899043A (en) * | 1995-12-18 | 1999-05-04 | Engineering Certifiers Ltd. | Ductile-failure anchors for concrete elements |
DE29612573U1 (en) * | 1996-07-20 | 1997-11-20 | Pfeifer Seil- und Hebetechnik GmbH & Co, 87700 Memmingen | Device for joining precast concrete parts |
ATE209286T1 (en) * | 1997-07-03 | 2001-12-15 | Pfeifer Seil Hebetech | DEVICE FOR CONNECTING REINFORCED CONCRETE PARTS |
AUPP568298A0 (en) * | 1998-09-03 | 1998-10-01 | Poldmaa, Arvo | Safety ring |
US6793436B1 (en) * | 2000-10-23 | 2004-09-21 | Ssl, Llc | Connection systems for reinforcement mesh |
DE10103231A1 (en) * | 2001-01-25 | 2002-08-01 | Hilti Ag | concrete dowel |
US6688049B2 (en) * | 2002-01-31 | 2004-02-10 | Bowco Industries Inc. | Hook facility for concrete structure |
DE10225699B3 (en) * | 2002-06-10 | 2004-04-08 | Drahtcord Saar Gmbh & Co Kg | Wire cord, e.g. for tire or hose reinforcement, includes synthetic filament core having at least two filaments twisted together |
US7574840B1 (en) * | 2002-07-24 | 2009-08-18 | Fyfe Co., Llc | Connector for reinforcing the attachment among structural components |
US7296382B2 (en) * | 2003-01-09 | 2007-11-20 | Pennsylvania Insert Corp. | Injection molded thermoplastic insert |
CA2517897A1 (en) * | 2003-03-01 | 2004-09-16 | Charles T. Brackett | Wire bolt |
US6779950B1 (en) * | 2003-03-10 | 2004-08-24 | Quantax Pty Ltd | Reinforcing member |
US20040208722A1 (en) * | 2003-04-17 | 2004-10-21 | Pop-In Pop-Out, Inc. | Fastener adapted for use with a structural member |
DE20319471U1 (en) * | 2003-12-16 | 2005-01-20 | Pfeifer Holding Gmbh & Co. Kg | Joint for prefabricated concrete sections has grooves in joint faces to receive connectors armatures with wire loops to receive tension forces |
DE202004007467U1 (en) * | 2004-05-10 | 2004-07-08 | Pfeifer Holding Gmbh & Co. Kg | Device for lifting concrete parts |
DE502005004695D1 (en) * | 2004-05-10 | 2008-08-28 | Cortex Huembelin Ag | Safety-rope |
ATE377120T1 (en) | 2004-09-17 | 2007-11-15 | Halfen Gmbh | ROPE LOOP ARRANGEMENT |
DE102005011357B3 (en) * | 2005-03-04 | 2006-08-03 | Corocord Raumnetz Gmbh | Multi-stranded steel cable consists of steel strands surrounded by plastic fibres which are melted onto the strands, and a core |
DE202005010080U1 (en) * | 2005-06-27 | 2006-11-09 | Pfeifer Holding Gmbh & Co. Kg | Connector for connecting concrete parts with transverse strength has floor profiled with groups of projections and recesses alternating in longitudinal direction, whereby each group has at least one projection and/or at least one recess |
US8256200B2 (en) * | 2005-07-21 | 2012-09-04 | Cortex Humbelin Ag | High-security cable |
US7409815B2 (en) * | 2005-09-02 | 2008-08-12 | Gore Enterprise Holdings, Inc. | Wire rope incorporating fluoropolymer fiber |
CH698304B1 (en) * | 2005-10-10 | 2009-07-15 | Fatzer Ag | Cable anchor, in particular for rockfall or avalanche prevention structures. |
US20070126249A1 (en) * | 2005-12-07 | 2007-06-07 | Leach Terry A | Concrete lifting eye-flexi lift |
FI118186B (en) * | 2005-12-27 | 2007-08-15 | Peikko Finland Oy | column shoe |
US20070164575A1 (en) * | 2006-01-13 | 2007-07-19 | Leach Terry A | Concrete lifting eye-recessed lifting box |
US7794172B2 (en) * | 2006-10-24 | 2010-09-14 | Gregory Robert Winkler | Perimeter anti-ram system |
FI20075045L (en) * | 2007-01-23 | 2008-07-24 | Peikko Finland Oy | Method and device for forming a reinforced working seam of a concrete structure |
DE202007011243U1 (en) | 2007-08-10 | 2007-10-25 | Philipp Gmbh | Holder for rope loops |
US20100084540A1 (en) * | 2008-09-23 | 2010-04-08 | Nick Talley | Pocket Forming Insert |
AU2009230823B2 (en) * | 2008-12-02 | 2016-08-04 | Illinois Tool Works Inc. | A collar for a concrete lifting anchor |
AU2009230824B2 (en) * | 2008-12-02 | 2016-07-28 | Illinois Tool Works Inc. | A chair for a concrete lifting anchor |
AU2009230822B2 (en) * | 2008-12-02 | 2016-05-12 | Illinois Tool Works Inc. | An anchor for lifting a concrete component |
EP2239397B1 (en) * | 2009-03-12 | 2013-08-21 | Peikko Group Oy | Device for connecting ready-mixed concrete sections |
FI123856B (en) * | 2011-06-20 | 2013-11-29 | Peikko Group Oy | Connecting device for attaching adjacent concrete element parts and method for joining a first and a second concrete element part |
-
2009
- 2009-03-12 EP EP09011410.9A patent/EP2239397B1/en active Active
- 2009-03-12 PT PT09003587T patent/PT2233664E/en unknown
- 2009-03-12 DK DK09003587.4T patent/DK2233664T3/en active
- 2009-03-12 AT AT09003587T patent/ATE487834T1/en active
- 2009-03-12 EP EP09003587A patent/EP2233664B1/en not_active Not-in-force
- 2009-03-12 ES ES09011410T patent/ES2435203T3/en active Active
- 2009-03-12 PL PL09011410T patent/PL2239397T3/en unknown
- 2009-03-12 ES ES09003587T patent/ES2351951T3/en active Active
- 2009-03-12 DK DK09011410.9T patent/DK2239397T3/en active
- 2009-03-12 DE DE502009000173T patent/DE502009000173D1/en active Active
- 2009-03-12 PL PL09003587T patent/PL2233664T3/en unknown
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2010
- 2010-02-10 CA CA2692365A patent/CA2692365C/en not_active Expired - Fee Related
- 2010-03-06 EP EP10002336.5A patent/EP2228505B1/en not_active Not-in-force
- 2010-03-09 CA CA2695604A patent/CA2695604C/en not_active Expired - Fee Related
- 2010-03-12 US US12/722,557 patent/US8567148B2/en not_active Expired - Fee Related
- 2010-03-12 US US12/722,668 patent/US8387328B2/en not_active Expired - Fee Related
Also Published As
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DK2233664T3 (en) | 2011-02-14 |
PL2233664T3 (en) | 2011-04-29 |
CA2695604C (en) | 2012-11-27 |
ATE487834T1 (en) | 2010-11-15 |
PT2233664E (en) | 2010-11-22 |
US20100251656A1 (en) | 2010-10-07 |
EP2228505A1 (en) | 2010-09-15 |
DE502009000173D1 (en) | 2010-12-23 |
US20100229490A1 (en) | 2010-09-16 |
EP2233664A1 (en) | 2010-09-29 |
CA2692365C (en) | 2012-10-23 |
EP2233664B1 (en) | 2010-11-10 |
ES2435203T3 (en) | 2013-12-16 |
US8387328B2 (en) | 2013-03-05 |
ES2351951T3 (en) | 2011-02-14 |
US8567148B2 (en) | 2013-10-29 |
EP2239397B1 (en) | 2013-08-21 |
EP2239397A1 (en) | 2010-10-13 |
CA2692365A1 (en) | 2010-09-12 |
CA2695604A1 (en) | 2010-09-12 |
DK2239397T3 (en) | 2013-11-04 |
PL2239397T3 (en) | 2014-01-31 |
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