EP2228505B1 - Dispositif de liaison de supports en béton préfabriqués - Google Patents
Dispositif de liaison de supports en béton préfabriqués 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
Links
Images
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 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)
- Details Of Indoor Wiring (AREA)
- Joining Of Building Structures In Genera (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)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Claims (8)
- Dispositif de liaison entre éléments (1, 2) préfabriqués en béton comprenant une boucle de câble (20) où des parties de câble (21, 22) formant la boucle de câble (20) sont pourvues de moyens (26, 29) pour maintenir les parties de câble dans la position angulaire,
caractérisé en ce que
les moyens (26) sont des cols (26) plastiquement déformable entourant le câble respectif (20a) des parties de câble (21, 22), chaque col (26) étant pourvu de pince (27) avec respectivement deux ailettes (28a, 28b) à leurs extrémités pour plier autour du câble (20a) d'une partie de câble (21, 22) de la boucle de câble (20). - Dispositif selon la revendication 1, caractérisé en ce qu'il y a un corps d'insert (10) pour la boucle de câble (20) pouvant être inseré dans une dépression (1a, 2a) de l'élément en béton préfabriqué, le corps d'insert (10) conprenant au moins d'une ouverture (10b) pour la boucle de câble (20).
- Dispositif selon l'une des revendications précédentes, caractérisé en ce que la pince (27) est réalisée de manière voûte parallèle à l'axe longitudinal de la pince (27) et comporte une encoche (30) dans la région de la position angulaire de la boucle de câble (20).
- Dispositif selon la revendication 3, caractérisé en ce que l'encoche (30) s'étent sur une partie substantiel de la largeur de la pince (27), des moities de la pince (27) de part et d'autre de l'encoche (30) êtant réliées par un pont.
- Dispositif selon l'une des revendications précédentes, caractérisé en ce que l'encoche (30) est réalisée dans la pince (27) en la position angulaire de la pince (27).
- Dispositif selon l'une des revendications précédentes, caractérisé en ce que le col (26) est composé d'un metal.
- Elément préfabriqué en béton, particulièrement l'élément mural avec un dispositif de liaison entre éléments préfabriqués en béton, cet dispositif comportant une boucle de câble s'étendant après montage avec son éxtremité bouclée sur la face frontale d'un élément préfabrique opposé, l'autre éxtrémité êtant enfoncée dans l'élément préfabriqué, caractérisé en ce que le dispositif est réalisé selon l'une des revendications 2 à 6.
- Elément préfabriqué selon la revendication 7, caractérisé en ce que, sur la face frontale, le corps d'insert (10) est aligné dans l'élément préfabriqué au même niveau avec la surface du bord avant.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10002336.5A EP2228505B1 (fr) | 2009-03-12 | 2010-03-06 | Dispositif de liaison de supports en béton préfabriqués |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09003587A EP2233664B1 (fr) | 2009-03-12 | 2009-03-12 | Dispositif de liaison de supports en béton préfabriqués |
EP10002336.5A EP2228505B1 (fr) | 2009-03-12 | 2010-03-06 | Dispositif de liaison de supports en béton préfabriqués |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2228505A1 EP2228505A1 (fr) | 2010-09-15 |
EP2228505B1 true EP2228505B1 (fr) | 2014-04-23 |
Family
ID=40863402
Family Applications (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09003587A Not-in-force EP2233664B1 (fr) | 2009-03-12 | 2009-03-12 | Dispositif de liaison de supports en béton préfabriqués |
EP09011410.9A Active EP2239397B1 (fr) | 2009-03-12 | 2009-03-12 | Dispositif de liaison de supports en béton préfabriqués |
EP10002336.5A Not-in-force EP2228505B1 (fr) | 2009-03-12 | 2010-03-06 | Dispositif de liaison de supports en béton préfabriqués |
Family Applications Before (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09003587A Not-in-force EP2233664B1 (fr) | 2009-03-12 | 2009-03-12 | Dispositif de liaison de supports en béton préfabriqués |
EP09011410.9A Active EP2239397B1 (fr) | 2009-03-12 | 2009-03-12 | Dispositif de liaison de supports en béton préfabriqués |
Country Status (9)
Country | Link |
---|---|
US (2) | US8387328B2 (fr) |
EP (3) | EP2233664B1 (fr) |
AT (1) | ATE487834T1 (fr) |
CA (2) | CA2692365C (fr) |
DE (1) | DE502009000173D1 (fr) |
DK (2) | DK2233664T3 (fr) |
ES (2) | ES2435203T3 (fr) |
PL (2) | PL2239397T3 (fr) |
PT (1) | PT2233664E (fr) |
Families Citing this family (21)
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DE502009000173D1 (de) * | 2009-03-12 | 2010-12-23 | Gerhard Krummel | Vorrichtung zum Verbund von Fertigbetonteilen |
CA2776632C (fr) * | 2011-05-11 | 2019-08-13 | Composite Technologies Corporation | Dispositif de transfert de charge |
GB2504720B (en) * | 2012-08-07 | 2014-07-16 | Laing O Rourke Plc | Joints between precast concrete elements |
WO2014059463A1 (fr) * | 2012-10-18 | 2014-04-24 | Merhis Pty Ltd | Procédés, systèmes et composants pour la construction de bâtiment à étages multiples |
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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EP3115528A1 (fr) * | 2015-07-10 | 2017-01-11 | Fundacíon Tecnalia Research & Innovation | Agencement de construction et ensemble de connexion amovible destiné à ce système de construction |
EP3130713B1 (fr) | 2015-08-08 | 2020-11-18 | HALFEN GmbH | Construction et procédé de fabrication d'une construction |
SG10201703972WA (en) * | 2016-06-28 | 2018-01-30 | Seng Wong | Composite structural wall and method of construction thereof |
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SG10201707313XA (en) * | 2017-09-08 | 2019-04-29 | Dragages Singapore Pte Ltd | A method for constructing a building |
PL236894B1 (pl) * | 2017-11-29 | 2021-02-22 | Jordahl & Pfeifer Technika Budowlana Spolka Z Ograniczona Odpowiedzialnoscia | Zespół do łączenia budowlanych członów, zwłaszcza ścian |
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CZ308316B6 (cs) * | 2018-10-04 | 2020-05-06 | PPZS s.r.o. | Prefabrikovaný betonový panel, způsob zhotovení panelového spoje, a panelový spoj zhotovený tímto způsobem |
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RU198810U1 (ru) * | 2020-02-27 | 2020-07-29 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Железобетонная стеновая панель |
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FI20075045L (fi) * | 2007-01-23 | 2008-07-24 | Peikko Finland Oy | Menetelmä ja laite betonirakenteen raudoitetun työsauman muodostamista varten |
DE202007011243U1 (de) | 2007-08-10 | 2007-10-25 | Philipp Gmbh | Halterung für Seilschlaufen |
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 |
DE502009000173D1 (de) * | 2009-03-12 | 2010-12-23 | Gerhard Krummel | Vorrichtung zum Verbund von Fertigbetonteilen |
FI123856B (fi) * | 2011-06-20 | 2013-11-29 | Peikko Group Oy | Liitäntälaite vierekkäisten betonielementtiosien kiinnittämiseen ja menetelmä ensimmäisen ja toisen betonielementtiosan yhdistämiseksi |
-
2009
- 2009-03-12 DE DE502009000173T patent/DE502009000173D1/de active Active
- 2009-03-12 DK DK09003587.4T patent/DK2233664T3/da active
- 2009-03-12 PL PL09011410T patent/PL2239397T3/pl unknown
- 2009-03-12 DK DK09011410.9T patent/DK2239397T3/da active
- 2009-03-12 PT PT09003587T patent/PT2233664E/pt unknown
- 2009-03-12 ES ES09011410T patent/ES2435203T3/es active Active
- 2009-03-12 PL PL09003587T patent/PL2233664T3/pl unknown
- 2009-03-12 EP EP09003587A patent/EP2233664B1/fr not_active Not-in-force
- 2009-03-12 ES ES09003587T patent/ES2351951T3/es active Active
- 2009-03-12 EP EP09011410.9A patent/EP2239397B1/fr active Active
- 2009-03-12 AT AT09003587T patent/ATE487834T1/de active
-
2010
- 2010-02-10 CA CA2692365A patent/CA2692365C/fr not_active Expired - Fee Related
- 2010-03-06 EP EP10002336.5A patent/EP2228505B1/fr not_active Not-in-force
- 2010-03-09 CA CA2695604A patent/CA2695604C/fr not_active Expired - Fee Related
- 2010-03-12 US US12/722,668 patent/US8387328B2/en not_active Expired - Fee Related
- 2010-03-12 US US12/722,557 patent/US8567148B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
EP2233664A1 (fr) | 2010-09-29 |
CA2695604A1 (fr) | 2010-09-12 |
ATE487834T1 (de) | 2010-11-15 |
PT2233664E (pt) | 2010-11-22 |
EP2228505A1 (fr) | 2010-09-15 |
US20100229490A1 (en) | 2010-09-16 |
CA2692365C (fr) | 2012-10-23 |
US20100251656A1 (en) | 2010-10-07 |
PL2239397T3 (pl) | 2014-01-31 |
ES2435203T3 (es) | 2013-12-16 |
CA2692365A1 (fr) | 2010-09-12 |
DK2233664T3 (da) | 2011-02-14 |
CA2695604C (fr) | 2012-11-27 |
ES2351951T3 (es) | 2011-02-14 |
DE502009000173D1 (de) | 2010-12-23 |
EP2239397B1 (fr) | 2013-08-21 |
US8387328B2 (en) | 2013-03-05 |
DK2239397T3 (da) | 2013-11-04 |
EP2239397A1 (fr) | 2010-10-13 |
US8567148B2 (en) | 2013-10-29 |
PL2233664T3 (pl) | 2011-04-29 |
EP2233664B1 (fr) | 2010-11-10 |
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