EP2233664B1 - Device for connecting prefabricated concrete sections - Google Patents
Device for connecting prefabricated concrete sections Download PDFInfo
- Publication number
- EP2233664B1 EP2233664B1 EP09003587A EP09003587A EP2233664B1 EP 2233664 B1 EP2233664 B1 EP 2233664B1 EP 09003587 A EP09003587 A EP 09003587A EP 09003587 A EP09003587 A EP 09003587A EP 2233664 B1 EP2233664 B1 EP 2233664B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cable
- loop
- cable loop
- cast concrete
- insert body
- 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
-
- 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 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 front part of the precast concrete part.
- 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 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 is removable after the casting of concrete precast concrete part of the precast concrete element 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 device according to the invention is characterized in that 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 forming the cable section grasp the cable loop, in the area of which the bending of the cable loop is provided.
- the material of the cuffs is in this case such that the cuffs break when re-deformed.
- the cuff in particular be provided a plastic material which surrounds the cable portion sleeve-shaped, and then to bend by means of a suitable device, the cuff together with the cable section guided therein by the desired angle of about 90 °.
- the cable loop has an insert body, wherein the insert body has at least one opening for the cable loop.
- the insert body is in particular U-shaped in cross-section, the web connecting 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.
- 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 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 or 2a, wherein in the bottom 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 in the face of the poured 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, each receive a sleeve 26 in the region of the bend (arrow 25).
- the cuff is made of plastic, for example, and is configured to break in the direction of arrow 28 when the cable loop 20 is bent.
- 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)
- Details Of Indoor Wiring (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Bridges Or Land Bridges (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Reinforcement Elements For Buildings (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (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 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 front part of the precast concrete part. 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, in addition, 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
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:
- 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 cable loop has been loosened, ie freed from its angled position, it is not necessary for the cable loop to be returned to this starting position, it merely has to be ensured that the cable loop remains in the angled position during transport and during assembly ,
Dies berücksichtigend, zeichnet sich die erfindungsgemäße Vorrichtung dadurch aus, dass die die Schlaufe bildenden Seilabschnitte Mittel aufweisen, 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 Seilabschnitt der Seilschlaufe erfassen, in deren Bereich die Abwinkelung der Seilschlaufe vorgesehen ist. Das Material der Manschetten ist hierbei derart, dass die Manschetten bei Rückverformung brechen. Insofern kann für die Manschette insbesondere ein Kunststoffmaterial vorgesehen sein, das den Seilabschnitt hülsenförmig umgibt, um dann mittels einer geeigneten Vorrichtung die Manschette samt des darin geführten Seilabschnittes um den gewünschten Winkel von etwa 90° zu verbiegen. Wird dann die Seilschlaufe zurückgebogen, bricht die Manschette, was bedeutet, dass sich die Seilschlaufe aufgrund ihrer federelastischen Eigenschaften aufstellt. 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 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 forming the cable section grasp the cable loop, in the area of which the bending of the cable loop is provided. The material of the cuffs is in this case such that the cuffs break when re-deformed. In that sense, for the cuff in particular be provided a plastic material which surrounds the cable portion sleeve-shaped, and then to bend by means of a suitable device, the cuff together with the cable section guided therein by the desired angle of about 90 °. If the cable loop is then bent back, breaks the cuff, which means that the rope loop is due to their elastic properties. 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 in particular U-shaped in cross-section, the web connecting 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 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 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 .
- 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 ,
Die beiden Fertigbetonteile 1 und 2 gemäß
Eine Seitendarstellung zweier miteinander verbundener Fertigbetonteile ergibt sich aus der
Gemäß
Bei der Darstellung gemäß
Claims (4)
- Device for joining pre-cast 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 keeping the cable sections in a bent-over position, characterised in that the means (26) are plastically deformable sleeves (26) surrounding the cable sections (21, 22), wherein the material of the sleeves (26) is such that the sleeves (26) break under return deformation.
- Device according to claim 1, characterised in that an insert body (10) insertable into a recess (1 a, 2a) of the pre-cast concrete part is provided for the cable loop (20), wherein the insert body (10) has at least one opening (10b) for the cable loop.
- Pre-cast concrete part, particularly wall element, with a device for joining pre-cast concrete parts, comprising a cable loop which after mounting projects by its loop-shaped end towards the end face of the opposite pre-cast concrete part and is disposed by its other end in the pre-cast concrete part, characterised by construction of the device according to claim 2.
- Pre-cast concrete part according to claim 3, characterised in that the insert body (10) is inserted in such a manner into the pre-cast concrete part at the end face that, by the front edge, it is flush at the surface.
Priority Applications (16)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK09003587.4T DK2233664T3 (en) | 2009-03-12 | 2009-03-12 | Device for connection of finished concrete parts |
EP09003587A EP2233664B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
ES09011410T ES2435203T3 (en) | 2009-03-12 | 2009-03-12 | Device for coupling precast concrete parts |
ES09003587T ES2351951T3 (en) | 2009-03-12 | 2009-03-12 | DEVICE FOR THE COUPLING OF PREFABRICATED CONCRETE PARTS. |
DE502009000173T DE502009000173D1 (en) | 2009-03-12 | 2009-03-12 | Device for bonding prefabricated concrete parts |
AT09003587T ATE487834T1 (en) | 2009-03-12 | 2009-03-12 | DEVICE FOR CONNECTING PREFABRICATED CONCRETE PARTS |
PL09003587T PL2233664T3 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
PL09011410T PL2239397T3 (en) | 2009-03-12 | 2009-03-12 | Device for connecting ready-mixed concrete sections |
PT09003587T PT2233664E (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 |
DK09011410.9T DK2239397T3 (en) | 2009-03-12 | 2009-03-12 | Device for assembly of finished concrete parts |
CA2692365A CA2692365C (en) | 2009-03-12 | 2010-02-10 | Device for connecting prefabricated concrete sections |
EP10002336.5A EP2228505B1 (en) | 2009-03-12 | 2010-03-06 | Device for connecting prefabricated concrete sections |
CA2695604A CA2695604C (en) | 2009-03-12 | 2010-03-09 | Device for connecting prefabricated concrete sections |
US12/722,557 US8567148B2 (en) | 2009-03-12 | 2010-03-12 | 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 (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09003587A EP2233664B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09011410.9 Division-Into | 2009-09-05 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2233664A1 EP2233664A1 (en) | 2010-09-29 |
EP2233664B1 true EP2233664B1 (en) | 2010-11-10 |
Family
ID=40863402
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09003587A Not-in-force EP2233664B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting prefabricated concrete sections |
EP09011410.9A Active EP2239397B1 (en) | 2009-03-12 | 2009-03-12 | Device for connecting ready-mixed concrete sections |
EP10002336.5A Not-in-force EP2228505B1 (en) | 2009-03-12 | 2010-03-06 | Device for connecting prefabricated concrete sections |
Family Applications After (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 |
EP10002336.5A Not-in-force EP2228505B1 (en) | 2009-03-12 | 2010-03-06 | Device for connecting prefabricated concrete sections |
Country Status (9)
Country | Link |
---|---|
US (2) | US8387328B2 (en) |
EP (3) | EP2233664B1 (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 |
---|---|---|---|---|
DE502009000173D1 (en) * | 2009-03-12 | 2010-12-23 | Gerhard Krummel | Device for bonding prefabricated concrete parts |
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 |
US20140223851A1 (en) * | 2013-02-12 | 2014-08-14 | 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 |
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 |
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-
2009
- 2009-03-12 DE DE502009000173T patent/DE502009000173D1/en active Active
- 2009-03-12 DK DK09003587.4T patent/DK2233664T3/en active
- 2009-03-12 PL PL09011410T patent/PL2239397T3/en unknown
- 2009-03-12 DK DK09011410.9T patent/DK2239397T3/en active
- 2009-03-12 PT PT09003587T patent/PT2233664E/en unknown
- 2009-03-12 ES ES09011410T patent/ES2435203T3/en active Active
- 2009-03-12 PL PL09003587T patent/PL2233664T3/en unknown
- 2009-03-12 EP EP09003587A patent/EP2233664B1/en not_active Not-in-force
- 2009-03-12 ES ES09003587T patent/ES2351951T3/en active Active
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- 2010-03-09 CA CA2695604A patent/CA2695604C/en not_active Expired - Fee Related
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Also Published As
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EP2233664A1 (en) | 2010-09-29 |
CA2695604A1 (en) | 2010-09-12 |
ATE487834T1 (en) | 2010-11-15 |
PT2233664E (en) | 2010-11-22 |
EP2228505A1 (en) | 2010-09-15 |
US20100229490A1 (en) | 2010-09-16 |
CA2692365C (en) | 2012-10-23 |
US20100251656A1 (en) | 2010-10-07 |
PL2239397T3 (en) | 2014-01-31 |
ES2435203T3 (en) | 2013-12-16 |
CA2692365A1 (en) | 2010-09-12 |
DK2233664T3 (en) | 2011-02-14 |
CA2695604C (en) | 2012-11-27 |
ES2351951T3 (en) | 2011-02-14 |
EP2228505B1 (en) | 2014-04-23 |
DE502009000173D1 (en) | 2010-12-23 |
EP2239397B1 (en) | 2013-08-21 |
US8387328B2 (en) | 2013-03-05 |
DK2239397T3 (en) | 2013-11-04 |
EP2239397A1 (en) | 2010-10-13 |
US8567148B2 (en) | 2013-10-29 |
PL2233664T3 (en) | 2011-04-29 |
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