EP2239397B1 - 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
EP2239397B1
EP2239397B1 EP09011410.9A EP09011410A EP2239397B1 EP 2239397 B1 EP2239397 B1 EP 2239397B1 EP 09011410 A EP09011410 A EP 09011410A EP 2239397 B1 EP2239397 B1 EP 2239397B1
Authority
EP
European Patent Office
Prior art keywords
loop
cable
rope
prefabricated concrete
cable loop
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.)
Active
Application number
EP09011410.9A
Other languages
German (de)
English (en)
Other versions
EP2239397A1 (fr
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
Peikko Group Oy
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
Application filed by Peikko Group Oy filed Critical Peikko Group Oy
Priority to PL09011410T priority Critical patent/PL2239397T3/pl
Priority to EP09011410.9A priority patent/EP2239397B1/fr
Priority to DK09011410.9T priority patent/DK2239397T3/da
Priority to SI200930780T priority patent/SI2239397T1/sl
Priority to CA2695604A priority patent/CA2695604C/fr
Priority to US12/722,668 priority patent/US8387328B2/en
Publication of EP2239397A1 publication Critical patent/EP2239397A1/fr
Application granted granted Critical
Publication of EP2239397B1 publication Critical patent/EP2239397B1/fr
Active 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 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.
  • FR-A-1602226 From the FR-A-1602226 is a non-elastically deformable belt with an inner core of stiff, deformable material known, which is surrounded by a plurality of twisted strands, which in turn are surrounded by a shell.
  • 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.
  • 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. 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 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 and can be inserted into a recess of the precast concrete part.
  • 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.
  • 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. From this it becomes clear that through the opposite the end face recessed insert body when filling the grout a toothing with the grout enters. 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 Fertig researcheite 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 1 a and 2a, wherein in the bottom of the trapezoidal recess 1 a 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.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (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)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (4)

  1. Dispositif de liaison des pièces en béton préfabriquées (1, 2) comportant une boucle de cordage (20) où les parties de corde (21, 22) formant le boucle de cordage (20) comportent des moyens (26, 29) pour maintenir les parties de corde en position repliée, caractérisé en ce que les moyens (29) sont une âme de corde placée dans le corde du boucle de cordage (20) et qui peut être déformée de façon plastique.
  2. Dispositif selon la revendication 1, caractérisé en ce qu'un corps d'insert (10) est présent pour le boucle de cordage (20) où le corps d'insert comport au moins une ouverture (lOb) pour le boucle de cordage et peut être inseré dans un creusement (la, 2a) de la pièce en béton préfabriquée.
  3. Pièce en béton préfabriquée, particulièrement un élément de mur, comportant un dispositif de liaison des pièces en béton préfabriquées avec un boucle de cordage étendant avec sa fin bouclée aprés montage sur le côté mince de la pièce en béton préfabriquée opposante et étant implanté avec son autre fin dans la pièce en béton préfabriquée, caractérisé en ce que le dispositif est realisé selon la revendication 2.
  4. Pièce en béton préfabriquée selon la revendication 3, caractérisé en ce que le corps d'insert (10) est inseré dans le côté mince de la pièce en béton préfabriquée de manière à être avec son surface au même niveau avec le bord avant.
EP09011410.9A 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués Active EP2239397B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
PL09011410T PL2239397T3 (pl) 2009-03-12 2009-03-12 Urządzenie do łączenia prefabrykowanych elementów betonowych
EP09011410.9A EP2239397B1 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués
DK09011410.9T DK2239397T3 (da) 2009-03-12 2009-03-12 Indretning til samling af færdigbetondele
SI200930780T SI2239397T1 (sl) 2009-03-12 2009-03-12 Priprava za povezovanje prefabriciranih betonskih delov
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

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
EP09011410.9A EP2239397B1 (fr) 2009-03-12 2009-03-12 Dispositif de liaison de supports en béton préfabriqués

Related Parent Applications (1)

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

Publications (2)

Publication Number Publication Date
EP2239397A1 EP2239397A1 (fr) 2010-10-13
EP2239397B1 true EP2239397B1 (fr) 2013-08-21

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 After (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
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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Also Published As

Publication number Publication date
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
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
EP2233664A1 (fr) 2010-09-29
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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