EP2233664A1 - Dispositif de liaison de supports en béton préfabriqués - Google Patents

Dispositif de liaison de supports en béton préfabriqués Download PDF

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Publication number
EP2233664A1
EP2233664A1 EP09003587A EP09003587A EP2233664A1 EP 2233664 A1 EP2233664 A1 EP 2233664A1 EP 09003587 A EP09003587 A EP 09003587A EP 09003587 A EP09003587 A EP 09003587A EP 2233664 A1 EP2233664 A1 EP 2233664A1
Authority
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
EP09003587A
Other languages
German (de)
English (en)
Other versions
EP2233664B1 (fr
Inventor
Gerhard Krummel
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.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority to DE502009000173T priority Critical patent/DE502009000173D1/de
Priority to DK09003587.4T priority patent/DK2233664T3/da
Priority to ES09003587T priority patent/ES2351951T3/es
Priority to ES09011410T priority patent/ES2435203T3/es
Priority to DK09011410.9T priority patent/DK2239397T3/da
Priority to PL09003587T priority patent/PL2233664T3/pl
Priority to PT09003587T priority patent/PT2233664E/pt
Priority to EP09003587A priority patent/EP2233664B1/fr
Priority to EP09011410.9A priority patent/EP2239397B1/fr
Priority to AT09003587T priority patent/ATE487834T1/de
Application filed by Individual filed Critical Individual
Priority to PL09011410T priority patent/PL2239397T3/pl
Priority to CA2692365A priority patent/CA2692365C/fr
Priority to EP10002336.5A priority patent/EP2228505B1/fr
Priority to CA2695604A priority patent/CA2695604C/fr
Priority to US12/722,668 priority patent/US8387328B2/en
Priority to US12/722,557 priority patent/US8567148B2/en
Publication of EP2233664A1 publication Critical patent/EP2233664A1/fr
Application granted granted Critical
Publication of EP2233664B1 publication Critical patent/EP2233664B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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 prefabricated concrete parts, comprising both a cable loop and a precast 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.
  • the device according to the invention is characterized in that the cable sections forming the loop have means for keeping the cable sections in an angled position. 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.
  • the means for holding the cable loop in an angled position are plastically deformable cuffs which engage the cable section of the cable loop, in the region of which the bend of the cable loop is provided.
  • the material of the cuffs is in this case such that the Break cuffs on re-deformation.
  • a plastic material can be provided for the sleeve in particular, 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.
  • the means is an in-rope rope in the rope of the cable loop, 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.
  • 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.
  • 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 is seated in the end face 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 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 bridge 9 of the U-shaped profile 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 ,
  • FIG. 3 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 cable loop which basically consists of a steel cable, to have a core in the form of a wire 29, which is configured such that it is able to maintain the cable in an angled condition 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.

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)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
EP09003587A 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués Not-in-force EP2233664B1 (fr)

Priority Applications (16)

Application Number Priority Date Filing Date Title
DK09003587.4T DK2233664T3 (da) 2009-03-12 2009-03-12 Indretning til forbindelse af færdigbetondele
ES09011410T ES2435203T3 (es) 2009-03-12 2009-03-12 Dispositivo para el acoplamiento de piezas de hormigón prefabricadas
DK09011410.9T DK2239397T3 (da) 2009-03-12 2009-03-12 Indretning til samling af færdigbetondele
PL09003587T PL2233664T3 (pl) 2009-03-12 2009-03-12 Urządzenie do łączenia betonowych prefabrykatów
PT09003587T PT2233664E (pt) 2009-03-12 2009-03-12 Dispositivo para a ligação de peças de betão prontas
EP09003587A EP2233664B1 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués
PL09011410T PL2239397T3 (pl) 2009-03-12 2009-03-12 Urządzenie do łączenia prefabrykowanych elementów betonowych
AT09003587T ATE487834T1 (de) 2009-03-12 2009-03-12 Vorrichtung zum verbund von fertigbetonteilen
DE502009000173T DE502009000173D1 (de) 2009-03-12 2009-03-12 Vorrichtung zum Verbund von Fertigbetonteilen
ES09003587T ES2351951T3 (es) 2009-03-12 2009-03-12 Dispositivo para el acoplamiento de piezas de hormigón prefabricadas.
EP09011410.9A EP2239397B1 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués
CA2692365A CA2692365C (fr) 2009-03-12 2010-02-10 Dispositif de raccordement de sections de beton prefabriquees
EP10002336.5A EP2228505B1 (fr) 2009-03-12 2010-03-06 Dispositif de liaison de supports en béton préfabriqués
CA2695604A CA2695604C (fr) 2009-03-12 2010-03-09 Dispositif de raccordement de sections de beton prefabriquees
US12/722,668 US8387328B2 (en) 2009-03-12 2010-03-12 Device for connecting prefabricated concrete sections
US12/722,557 US8567148B2 (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 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués

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 true EP2233664A1 (fr) 2010-09-29
EP2233664B1 EP2233664B1 (fr) 2010-11-10

Family

ID=40863402

Family Applications (3)

Application Number Title Priority Date Filing Date
EP09011410.9A Active EP2239397B1 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués
EP09003587A Not-in-force EP2233664B1 (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 (1)

Application Number Title Priority Date Filing Date
EP09011410.9A Active EP2239397B1 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP10002336.5A Not-in-force EP2228505B1 (fr) 2009-03-12 2010-03-06 Dispositif de liaison de supports en béton préfabriqués

Country Status (9)

Country Link
US (2) US8567148B2 (fr)
EP (3) EP2239397B1 (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)

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US20150027076A1 (en) * 2013-07-29 2015-01-29 Benjamin Joseph Pimentel Sleeve Device For Increasing Shear Capacity
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US9404254B2 (en) * 2013-12-24 2016-08-02 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 (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
EP3798377B1 (fr) 2015-08-08 2024-01-03 Leviat GmbH Procédé de fabrication d'une construction
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 (pl) * 2017-11-29 2021-02-22 Jordahl & Pfeifer Technika Budowlana Spolka Z Ograniczona Odpowiedzialnoscia Zespół do łączenia budowlanych członów, zwłaszcza ścian
GB2575860B (en) 2018-07-26 2022-01-05 Austin Forkan Connector assembly for connecting precast concrete sections
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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EP0534475B1 (fr) 1991-09-25 1996-05-29 GEBR. PHILIPP GmbH Pièce d'insertion pour boucle de câble
WO1996031671A1 (fr) * 1995-04-04 1996-10-10 Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co. Kg Dispositif de maintien d'au moins un element de fixation elastiquement deformable et procede de betonnage par section utilisant de tels elements de fixation comme jonction de betonnage
EP0914531B1 (fr) 1996-07-20 2001-05-30 Pfeifer Seil- und Hebetechnik GmbH & Co. Dispositif d'assemblage de pieces prefabriquees en beton
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EP1637670A1 (fr) 2004-09-17 2006-03-22 HALFEN GmbH & CO. Kommanditgesellschaft Dispositif de boucle de câble
DE202007011243U1 (de) 2007-08-10 2007-10-25 Philipp Gmbh Halterung für Seilschlaufen

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ATE487834T1 (de) 2010-11-15
EP2228505B1 (fr) 2014-04-23
EP2239397A1 (fr) 2010-10-13
DK2239397T3 (da) 2013-11-04
CA2692365C (fr) 2012-10-23
EP2239397B1 (fr) 2013-08-21
CA2695604C (fr) 2012-11-27
CA2692365A1 (fr) 2010-09-12
PL2233664T3 (pl) 2011-04-29
ES2435203T3 (es) 2013-12-16
EP2228505A1 (fr) 2010-09-15
DK2233664T3 (da) 2011-02-14
PT2233664E (pt) 2010-11-22
CA2695604A1 (fr) 2010-09-12
EP2233664B1 (fr) 2010-11-10
US8567148B2 (en) 2013-10-29
US20100251656A1 (en) 2010-10-07
US8387328B2 (en) 2013-03-05
ES2351951T3 (es) 2011-02-14
US20100229490A1 (en) 2010-09-16
PL2239397T3 (pl) 2014-01-31
DE502009000173D1 (de) 2010-12-23

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