EP2239397A1 - Device for connecting ready-mixed concrete sections - Google Patents

Device for connecting ready-mixed concrete sections Download PDF

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Publication number
EP2239397A1
EP2239397A1 EP09011410A EP09011410A EP2239397A1 EP 2239397 A1 EP2239397 A1 EP 2239397A1 EP 09011410 A EP09011410 A EP 09011410A EP 09011410 A EP09011410 A EP 09011410A EP 2239397 A1 EP2239397 A1 EP 2239397A1
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EP
European Patent Office
Prior art keywords
cable
loop
cable loop
insert body
precast concrete
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.)
Granted
Application number
EP09011410A
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German (de)
French (fr)
Other versions
EP2239397B1 (en
Inventor
Hugo Gentil
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peikko Group Oy
Original Assignee
Krummel Gerhard
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Filing date
Publication date
Application filed by Krummel Gerhard filed Critical Krummel Gerhard
Priority to DK09011410.9T priority Critical patent/DK2239397T3/en
Priority to PL09011410T priority patent/PL2239397T3/en
Priority to SI200930780T priority patent/SI2239397T1/en
Priority to EP09011410.9A priority patent/EP2239397B1/en
Priority to CA2695604A priority patent/CA2695604C/en
Priority to US12/722,668 priority patent/US8387328B2/en
Publication of EP2239397A1 publication Critical patent/EP2239397A1/en
Application granted granted Critical
Publication of EP2239397B1 publication Critical patent/EP2239397B1/en
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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
    • 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 both to a device for the assembly of precast 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 composite of precast concrete parts, in particular of prefabricated wall elements Concrete are well known in the art.
  • 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 rope loop speeds not only due to the bias of the spreading spring, but also due to the elastic properties of the rope loop to the front 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 which also has a U-shaped holding part, which has a passage opening for the cable loop on the back, wherein the holding part is 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 fixing the cable loop, a molding which receives the angled cable eye forming portion of the rope from at least three sides form fit, and which is removable after the casting of concrete precast concrete from the precast concrete component and the cable eye.
  • 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. freed 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 in that the means is a rope core which is inserted in the cable of the cable loop and which is plastically deformable.
  • the cable core is thus, for example, a suitably designed metal wire whose stability is chosen such that it is able to hold the cable loop in an angled position.
  • 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. This is the compound is able to absorb shear forces.
  • the cable loops which overlap in pairs such 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 cable loops 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 cable loop which basically consists of a steel cable, a soul in the form of a wire 29, which is configured so that it is able to hold the wire in the bent state in this position.
  • 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.

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  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Details Of Indoor Wiring (AREA)
  • Bridges Or Land Bridges (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)

Abstract

The device has cable sections forming a cable loop (20) that includes a cable core to hold the cable sections in bent position. The cable core is plastically deformed and lies within the cable sections of the cable loop. An insert body (10) includes an opening for the cable loop and inserted into a recess (1a) of pre-cast concrete sections (1, 2). The insert body is located at a front side on the pre-cast concrete sections such that the pre-cast concrete sections are surface-precisely locked with the front edge.

Description

Die vorliegende Erfindung betrifft sowohl 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 both to a device for the assembly of precast 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, die 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 composite of precast concrete parts, in particular of prefabricated wall elements Concrete are well known in the art. 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 EP 1 637 670 A1 ein Aufnahmekasten bekannt, der einen abnehmbaren Deckel aufweist, wobei die Seilschlaufe, die durch eine Öffnung auf der Rückseite des Aufnahmekastens hindurchragt, durch eine Spreizfeder gegen den abnehmbaren Deckel während des Transports bzw. auch während der Montage gespannt gehalten wird. Dann, wenn der Deckel abgenommen wird, schnellt die Seilschlaufe nicht nur aufgrund der Vorspannung durch die Spreizfeder, sondern auch aufgrund der federelastischen Eigenschaften der Seilschlaufe nach vorne und geht z. B. bei einem senkrecht stehenden Wandelement in eine in etwa horizontale Lage über. Das heißt, die Seilschlaufe erstreckt sich in Richtung auf die Stirnseite des gegenüberliegenden Fertigbetonteils.In this connection, various devices are known from the prior art, which meet this premise in principle. For example, from the EP 1 637 670 A1 a receiving box is known, 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 rope loop speeds not only due to the bias of the spreading spring, but also due to the elastic properties of the rope loop to the front 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.

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 EP 0 914 531 B1 eine Vorrichtung bekannt, die ebenfalls ein U-förmiges Halteteil aufweist, das auf der Rückseite eine Durchgangsöffnung für die Seilschlaufe aufweist, wobei das Halteteil in etwa U-förmig ausgebildet ist, wobei die Schenkel endseitig nach innen abgewinkelt sind. Die Seilschlaufe ragt nun mit ihrem schlaufenförmigen Ende durch die auf der Rückseite angeordnete Öffnung in dem Halteteil hindurch, und liegt von innen an den Abwinkelungen der Schenkel des Halteteils an. Nach der Montage wird die Seilschlaufe mit dem schlaufenförmigen Ende aus dem Halteteil herausgezogen, wobei die Seilschlaufe aufschnappt.Furthermore, from the EP 0 914 531 B1 a device is known, which also has a U-shaped holding part, which has a passage opening for the cable loop on the back, wherein the holding part is 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.

Eine ähnliche Ausbildung zeigt das Gebrauchsmuster DE 20 2007 011 243 U1 insofern, als dort zur Fixierung der Seilschlaufe ein Formteil vorgesehen ist, welches den die abgewinkelte Seilöse bildenden Abschnitt des Seils von mindestens drei Seiten her formschlüssig aufnimmt, und welches nach dem Gießen des Betonfertigbetonteils von dem Betonfertigbauteil und der Seilöse abnehmbar ist.A similar education shows the utility model DE 20 2007 011 243 U1 inasmuch as there is provided for fixing the cable loop, a molding which receives the angled cable eye forming portion of the rope from at least three sides form fit, and which is removable after the casting of concrete precast concrete from the precast concrete component and the cable eye.

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 part by an insert body in the opening of the holding part. This device is therefore relatively expensive.

Schließlich ist aus der EP 0 534 475 B1 eine Vorrichtung bekannt, bei der ein Einlegeschalenteil vorgesehen ist sowie ein Deckel, wobei das Einlegeschalenteil den Deckel mittels einer Schnappverbindung aufnimmt. Durch das Einlegeschalenteil in Verbindung mit dem Deckel wird das schlaufenförmige Ende parallel zur Stirnseite des Fertigbetonteils gehalten. Auch hier gilt, dass die Herstellung einer solchen Vorrichtung aufwendig und teuer ist.Finally, out of the EP 0 534 475 B1 a device is known in which an insertion shell part is provided and a lid, wherein the insertion tray part receives the lid by means of a snap connection. By the insertion tray part in conjunction with the lid, the loop-shaped end is held parallel to the end face of the precast concrete part. Again, that the production of such a device is complicated and expensive.

Aus der DE 33 22 646 A1 ist ein Seil-Transportanker bekannt, der endseitig eine Schlaufe aufweist. Das Zusammenführen und das Abwinkeln von mittleren Seilbereichen erfolgt durch eine Führungs- und Abwinkelungseinrichtung, die durch eine Hülse gebildet wird.From the DE 33 22 646 A1 a rope transport anchor is known, 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.

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 Transport 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. freed 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 dadurch aus, dass das Mittel eine in dem Seil der Seilschlaufe einliegende Seilseele ist, die plastisch verformbar ist. Die Seilseele ist somit beispielsweise ein entsprechend ausgebildeter Metalldraht, dessen Stabilität derart gewählt ist, dass er in der Lage ist, die Seilschlaufe in abgewinkelter Position zu halten. Um die Seilschlaufe mit ihrem schlaufenförmigen Ende in die aufgeklappte Position zu bringen, ist lediglich ein Rückbiegevorgang erforderlich. 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.Taking this into account, the device according to the invention is characterized in that the means is a rope core which is inserted in the cable of the cable loop and which is plastically deformable. The cable core is thus, for example, a suitably designed metal wire whose stability is chosen such that it is able to hold the cable loop in an angled position. To bring the rope loop with its loop-shaped end in the unfolded position, only a return bending operation is required. From this it is clear that the loop portions forming cable sections are held in their angled position by means that directly with the cable loop itself in Connection stand or part of the rope loop are. 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. This is the compound is able to absorb shear forces. By contrast, the cable loops, which overlap in pairs such 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 cable loops 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 schematisch eine Seilschlaufe mit einer Seele aus einem Metalldraht.
Figur 4
zeigt eine Darstellung gemäß Figur 3 mit Einsatzkörper;
Figur 5
zeigt eine Darstellung gemäß der Linie V - V aus Figur 4.
With reference to the drawings, the invention will be explained in more detail below by way of example.
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
schematically shows a rope loop with a soul of a metal wire.
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 ,

Die beiden Fertigbetonteile 1 und 2 gemäß Figur 1 stehen unter Bildung eines Stoßes 3 beabstandet zueinander. Stirnseitig besitzen die Fertigbetonteile 1 und 2 jeweils eine trapezförmige Ausnehmung 1a bzw. 2a, wobei im Grund der trapezförmigen Ausnehmung 1a ein Einsatzkörper 10 vorgesehen ist, der erkennbar im Querschnitt U-profilförmig ausgebildet ist. Der Einsatzkörper 10 ist oberflächenbündig in der Stirnseite des jeweiligen Wandelementes 1 bzw. 2 eingegossen. Der Steg 9 des U-profilförmigen Einsatzkörpers besitzt eine Durchtrittsöffnung 10b für die insgesamt mit 20 bezeichnete Seilschlaufe. Die Enden der Seilschlaufe 20 sind durch einen Pressling 23 miteinander verbunden, wobei dieser Teil der Seilschlaufe in dem Beton des Fertigbetonteils eingegossen ist, ganz genauso wie der Einsatzkörper 10. Die Seilschlaufe 20 überlappt sich mit der benachbarten Seilschlaufe, wobei die hierbei gebildete Öse 30 einen Armierungsstahl 50 aufnimmt. Alsdann wird der Stoß 3 mit Vergussmörtel 40 ausgefüllt.The two precast concrete parts 1 and 2 according to FIG. 1 are spaced apart to form a joint 3. On the front side, 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.

Eine Seitendarstellung zweier miteinander verbundener Fertigbetonteile ergibt sich aus der Figur 2.A side view of two interconnected prefabricated concrete parts results from the FIG. 2 ,

Aus Figur 3 ist die Seilschlaufe 20 im abgebogenen Zustand des schlaufenförmigen Endes dargestellt. Hierbei weist die Seilschlaufe, die vom Grundsatz her aus einem Stahlseil besteht, eine Seele in Form eines Drahtes 29 auf, der derart konfiguriert ist, dass er in der Lage ist, das Drahtseil im abgewinkelten Zustand in dieser Position zu halten.Out FIG. 3 the cable loop 20 is shown in the bent state of the loop-shaped end. Here, the cable loop, which basically consists of a steel cable, a soul in the form of a wire 29, which is configured so that it is able to hold the wire in the bent state in this position.

Bei der Darstellung gemäß Figur 4 ist der Einsatzkörper 10 mit einer Seilschlaufe 20 in abgewinkeltem Zustand dargestellt. Der Einsatzkörper 10, der U-profilförmig ausgebildet ist, weist auf seiner Rückseite (Figur 5) eine Öffnung 10b auf.In the presentation according to FIG. 4 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.

Claims (4)

Vorrichtung zum Verbund von Fertigbetonteilen (1, 2), umfassend eine Seilschlaufe (20), wobei die die Seilschlaufe (20) bildenden Seilabschnitte (21, 22) Mittel (26, 29) aufweisen, um die Seilabschnitte in abgewinkelter Position zu halten,
dadurch gekennzeichnet,
dass das Mittel (29) eine in dem Seil der Seilschlaufe (20) einliegende Seilseele (29) ist, die plastisch verformbar ist.Device for bonding precast concrete parts (1, 2) comprising a cable loop (20), wherein the cable sections (21, 22) forming the cable loop (20) have means (26, 29) for holding the cable sections in an angled position,
characterized,
in that the means (29) is a cable core (29) which is inserted in the cable of the cable loop (20) and which is plastically deformable. Vorrichtung nach Anspruch 1,
dadurch gekennzeichnet,
dass für die Seilschlaufe (20) ein Einsatzkörper (10) vorgesehen ist, wobei der Einsatzkörper (10) mindestens eine Öffnung (10b) für die Seilschlaufe aufweist.Device according to claim 1,
characterized,
in that an insert body (10) is provided for the cable loop (20), wherein the insert body (10) has at least one opening (10b) for the cable loop. Fertigbetonteil, insbesondere Wandelement mit einer Vorrichtung zum Verbund von Fertigbetonteilen, umfassend eine Seilschlaufe, die mit ihrem schlaufenförmigen Ende nach der Montage auf die Stirnseite des gegenüberliegenden Fertigbetonteils zu ragt, und die sich mit ihrem anderen Ende in dem Fertigbetonteil befindet,
gekennzeichnet durch
eine Ausbildung der Vorrichtung gemäß den Ansprüchen 1 bis 2.Prefabricated concrete part, in particular wall element with a device for the assembly of prefabricated concrete parts, comprising a cable loop, which projects with its loop-shaped end after assembly on the front side of the opposite precast concrete part, and which is located with its other end in the precast concrete part,
marked by
an embodiment of the device according to claims 1 to 2. Fertigbetonteil nach Anspruch 3,
dadurch gekennzeichnet,
dass der Einsatzkörper (10) stirnseitig in dem Fertigbetonteil derart einsitzt, dass er mit der Vorderkante oberflächenbündig abschließt.Prefabricated concrete part according to claim 3,
characterized,
in that the insert body (10) is seated in front of the finished concrete part in such a way that it terminates flush with the front edge.
EP09011410.9A 2009-03-12 2009-03-12 Device for connecting ready-mixed concrete sections Active EP2239397B1 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
DK09011410.9T DK2239397T3 (en) 2009-03-12 2009-03-12 Device for assembly of finished concrete parts
PL09011410T PL2239397T3 (en) 2009-03-12 2009-03-12 Device for connecting ready-mixed concrete sections
SI200930780T SI2239397T1 (en) 2009-03-12 2009-03-12 Device for connecting ready-mixed concrete sections
EP09011410.9A EP2239397B1 (en) 2009-03-12 2009-03-12 Device for connecting ready-mixed concrete sections
CA2695604A CA2695604C (en) 2009-03-12 2010-03-09 Device for connecting prefabricated concrete sections
US12/722,668 US8387328B2 (en) 2009-03-12 2010-03-12 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
EP09011410.9A EP2239397B1 (en) 2009-03-12 2009-03-12 Device for connecting ready-mixed concrete sections

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP09003587.4 Division 2009-03-12

Publications (2)

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EP2239397A1 true EP2239397A1 (en) 2010-10-13
EP2239397B1 EP2239397B1 (en) 2013-08-21

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EP10002336.5A Not-in-force EP2228505B1 (en) 2009-03-12 2010-03-06 Device for connecting prefabricated concrete sections

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EP (3) EP2239397B1 (en)
AT (1) ATE487834T1 (en)
CA (2) CA2692365C (en)
DE (1) DE502009000173D1 (en)
DK (2) DK2239397T3 (en)
ES (2) ES2351951T3 (en)
PL (2) PL2239397T3 (en)
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Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2351951T3 (en) * 2009-03-12 2011-02-14 Gerhard Krummel DEVICE FOR THE COUPLING OF PREFABRICATED CONCRETE PARTS.
US8839580B2 (en) * 2011-05-11 2014-09-23 Composite Technologies Corporation Load transfer device
GB2504720B (en) * 2012-08-07 2014-07-16 Laing O Rourke Plc Joints between precast concrete elements
MA38094A1 (en) * 2012-10-18 2016-04-29 Merhis Pty Ltd Processes, 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
US9404254B2 (en) * 2013-12-24 2016-08-02 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
US9410316B2 (en) 2013-12-24 2016-08-09 Reigstad & Associates, Inc. Post-tension concrete leave out splicing system and method
US9644369B2 (en) 2013-12-24 2017-05-09 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
SG10202107902RA (en) * 2016-06-28 2021-09-29 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

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1602226A (en) * 1968-12-24 1970-10-26
DE3322646A1 (en) 1982-08-26 1984-03-08 Gebr. Philipp GmbH, 8750 Aschaffenburg Rope conveying anchor and method for manufacture
EP0534475B1 (en) 1991-09-25 1996-05-29 GEBR. PHILIPP GmbH Cable loop insert
EP0914531B1 (en) 1996-07-20 2001-05-30 Pfeifer Seil- und Hebetechnik GmbH & Co. Device for assembling prefabricated concrete parts
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
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
EP1637670A1 (en) 2004-09-17 2006-03-22 HALFEN GmbH & CO. Kommanditgesellschaft Rope loop device
DE202007011243U1 (en) 2007-08-10 2007-10-25 Philipp Gmbh Holder for rope loops

Family Cites Families (55)

* Cited by examiner, † Cited by third party
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
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
DE3270940D1 (en) * 1981-03-28 1986-06-12 B & B Tec Holding Ag Anchoring method for anchoring bolts or the like in concrete
US5033169A (en) * 1989-05-22 1991-07-23 Straight Line Water Sports, Inc. Rope fastener
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
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
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
WO2004079207A2 (en) * 2003-03-01 2004-09-16 Brackett Charles T 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
DE202004007467U1 (en) * 2004-05-10 2004-07-08 Pfeifer Holding Gmbh & Co. Kg Device for lifting concrete parts
EP1600553B1 (en) * 2004-05-10 2008-07-16 Cortex Hümbelin AG Safety arrester cable
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
US20100084540A1 (en) * 2008-09-23 2010-04-08 Nick Talley Pocket Forming Insert
AU2009230824B2 (en) * 2008-12-02 2016-07-28 Illinois Tool Works Inc. A chair for a concrete lifting anchor
AU2009230823B2 (en) * 2008-12-02 2016-08-04 Illinois Tool Works Inc. A collar for a concrete lifting anchor
AU2009230822B2 (en) * 2008-12-02 2016-05-12 Illinois Tool Works Inc. An anchor for lifting a concrete component
ES2351951T3 (en) * 2009-03-12 2011-02-14 Gerhard Krummel DEVICE FOR THE COUPLING OF PREFABRICATED CONCRETE PARTS.
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

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1602226A (en) * 1968-12-24 1970-10-26
DE3322646A1 (en) 1982-08-26 1984-03-08 Gebr. Philipp GmbH, 8750 Aschaffenburg Rope conveying anchor and method for manufacture
EP0534475B1 (en) 1991-09-25 1996-05-29 GEBR. PHILIPP GmbH Cable loop insert
EP0914531B1 (en) 1996-07-20 2001-05-30 Pfeifer Seil- und Hebetechnik GmbH & Co. Device for assembling prefabricated concrete parts
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
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
EP1637670A1 (en) 2004-09-17 2006-03-22 HALFEN GmbH & CO. Kommanditgesellschaft Rope loop device
DE202007011243U1 (en) 2007-08-10 2007-10-25 Philipp Gmbh Holder for rope loops

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Publication number Publication date
EP2228505A1 (en) 2010-09-15
CA2692365C (en) 2012-10-23
EP2233664B1 (en) 2010-11-10
PL2239397T3 (en) 2014-01-31
DE502009000173D1 (en) 2010-12-23
PT2233664E (en) 2010-11-22
CA2692365A1 (en) 2010-09-12
DK2239397T3 (en) 2013-11-04
PL2233664T3 (en) 2011-04-29
ES2435203T3 (en) 2013-12-16
CA2695604A1 (en) 2010-09-12
US8387328B2 (en) 2013-03-05
ES2351951T3 (en) 2011-02-14
US20100229490A1 (en) 2010-09-16
EP2239397B1 (en) 2013-08-21
EP2233664A1 (en) 2010-09-29
US8567148B2 (en) 2013-10-29
ATE487834T1 (en) 2010-11-15
DK2233664T3 (en) 2011-02-14
EP2228505B1 (en) 2014-04-23
CA2695604C (en) 2012-11-27
US20100251656A1 (en) 2010-10-07

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