EP1579075B1 - System zur übertragung von lasten zwischen ortbetoniertenplatten - Google Patents

System zur übertragung von lasten zwischen ortbetoniertenplatten Download PDF

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Publication number
EP1579075B1
EP1579075B1 EP03815398A EP03815398A EP1579075B1 EP 1579075 B1 EP1579075 B1 EP 1579075B1 EP 03815398 A EP03815398 A EP 03815398A EP 03815398 A EP03815398 A EP 03815398A EP 1579075 B1 EP1579075 B1 EP 1579075B1
Authority
EP
European Patent Office
Prior art keywords
slab
along
axis
plate
sheath
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.)
Expired - Lifetime
Application number
EP03815398A
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English (en)
French (fr)
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EP1579075A1 (de
Inventor
Michel Hugues
Paul Roland
Alain Di Biagi
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GSE
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GSE
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Publication of EP1579075A1 publication Critical patent/EP1579075A1/de
Application granted granted Critical
Publication of EP1579075B1 publication Critical patent/EP1579075B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14Dowel assembly ; Design or construction of reinforcements in the area of joints

Definitions

  • This invention allows the transfer of loads between two contiguous concrete slab areas, cast at different times (construction joint or pouring joint).
  • the invention allows the transfer of vertical loads, while allowing the relative movements of each slab portion in a horizontal plane and along all axes (perpendicular and parallel to the joint).
  • the maximum area of a so-called casting zone is generally of the order of 1000 to 1500 m 2 .
  • the invention makes it possible to ensure the transition between two contiguous concrete pavement zones, executed at different periods while avoiding, with respect to the "PERMABAN" joint, that the joint thus obtained does not wind.
  • the invention proposes a system as defined by claim 1.
  • Advantageous embodiments of the system according to the invention are defined in the dependent claims 2 to 10.
  • This sheet has a fold at the base, giving it rigidity.
  • the height h of this sheet shall be the nominal thickness of the pavement minus 1 cm to absorb the planimetric tolerance of the slab support form ( ⁇ 1 cm).
  • This arrangement allows the transfer of loads along the z axis, but the free withdrawal of the concrete along the x and y axes.
  • the Figures 7a to 7c represent other examples of bidirectional lattice type beams.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Seal Device For Vehicle (AREA)

Claims (10)

  1. System zum Übertragen von Lasten zwischen zwei aneinandergrenzenden Plattenelementen (A, B) aus Ortbeton, wobei das System aufweist:
    - zwei Flachstahlprofile (5.3, 5.4), die dazu bestimmt sind, die Ecken zwischen der horizontal verlaufenden Plattenfläche entlang einer x-und einer y-Achse und der vertikal verlaufenden Ebene der Fuge entlang einer z-Achse zu verstärken;
    - Keilverbindungsplatten (5.7, 6.3), die dazu bestimmt sind, das Übertragen von vertikalen Lasten entlang der z-Achse zu ermöglichen und dabei den Plattenelementen die freie Bewegung entlang der x- und der y-Achse zu gestatten,
    - ein Blech (5.1, 6.2), das dazu bestimmt ist, das Einschalen der Ränder der Platten zu gewährleisten,
    dadurch gekennzeichnet, dass das System ferner zwei gitterartige, bidirektionale Träger (5.8) aufweist, die dazu bestimmt sind, die Flachprofile (5.3, 5.4) zu versteifen, um zu vermeiden, dass die Profile sich verwinden, wobei jeder Träger dabei zugleich eine Verbindung jeweils zwischen einem Profil und einem Plattenelement gewährleistet.
  2. System nach Anspruch 1,
    dadurch gekennzeichnet, dass den Keilverbindungsplatten (6.3) Hülsen (6.1) zugeordnet sind, so dass sie die Verriegelung der beiden Plattenelemente (A, B) entlang der z-Achse ermöglichen und dabei eine freie relative Bewegung zwischen den Plattenelementen entlang der x- und der y-Achse gestatten.
  3. System nach Anspruch 2,
    dadurch gekennzeichnet , dass jede Hülse aus Metall besteht und einen rechteckigen Querschnitt hat und mit dem Schalungsblech (5.1, 6.2) senkrecht zu diesem Blech verschweißt ist, indem sie in dem Gießbereich (A) der Plattenelemente liegt, während jede Keilverbindungsplatte (5.7, 6.3) aus Stahl besteht, einen rechteckigen Querschnitt hat, in eine jeweilige Hülse eingeschoben ist und sich in den Gießbereich des anderen Plattenelements (B) fortsetzt und fest damit verbunden ist.
  4. System nach Anspruch 3,
    dadurch gekennzeichnet , dass die Abmessung (h) einer jeden Keilverbindungsplatte eine Gleitbewegung ohne Spiel gegenüber der Abmessung (H) innerhalb der zugeordneten Hülse parallel zur z-Achse ermöglicht, wobei die Abmessung (1) der Keilverbindungsplatte deutlich geringer als die Innenabmessung (L) der Hülse parallel zur x-Achse ist.
  5. System nach Anspruch 3 oder Anspruch 4,
    dadurch gekennzeichnet , dass jede Keilverbindungsplatte (6.3) mit Hilfe von Bolzen (6.4) aus "Nylon" mit geringem Querschnitt in der zugeordneten Hülse (6.1) in Stellung gehalten wird, die dazu bestimmt sind, bei Schwindung des Betons zu brechen.
  6. System nach einem der Ansprüche 3 bis 5,
    dadurch gekennzeichnet , dass ein Haftstreifen vorgesehen ist, um das Eindringen von Beton in die Aussparung zu vermeiden, die sich zwischen den Seitenwänden einer jeden Keilverbindungsplatte (6.3) und denen der zugeordneten Hülse (6.1) befindet.
  7. System nach Anspruch 5,
    dadurch gekennzeichnet , dass derjenige Teil einer jeden Keilverbindungsplatte (6.3), der sich in dem anderen Plattenelement (B) befindet, fest mit diesem Plattenelement verbunden ist, während derjenige Teil der Keilverbindungsplatte, der sich in dem einen Plattenelement (A) befindet, nach dem Brechen der Bolzen (6.4) in einer horizontal verlaufenden Ebene entlang der x- und der y-Achse innerhalb der entsprechenden Hülse (6.1) freigegeben ist, jedoch in einer vertikal verlaufenden Ebene entlang der z-Achse verkeilt ist.
  8. System nach einem der Ansprüche 1 bis 7,
    dadurch gekennzeichnet , dass die beiden Profile (5.3, 5.4) über Bolzen (5.6) aus einem nylonartigen Material vorläufig miteinander verbunden sind, die dazu bestimmt sind, bei Schwindung des Betons zu brechen.
  9. System nach einem der Ansprüche 1 bis 8,
    dadurch gekennzeichnet , dass es ferner Zwischenanker (5.5) jeweils zur Ergänzung zwischen Flachprofil und jeweiligem Plattenelement (A, B) aufweist.
  10. System nach einem der Ansprüche 1 bis 9,
    dadurch gekennzeichnet , dass es ferner einen Einstellzylinder (5.2) aufweist, der die Höheneinstellung der Fuge ermöglicht.
EP03815398A 2002-12-17 2003-12-12 System zur übertragung von lasten zwischen ortbetoniertenplatten Expired - Lifetime EP1579075B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0216060A FR2848581A1 (fr) 2002-12-17 2002-12-17 Systeme pour transferer les charges entre des dalles coulees en place
FR0216060 2002-12-17
PCT/FR2003/003701 WO2004065694A1 (fr) 2002-12-17 2003-12-12 Syteme pour transferer les charges entre des dalles coulees en place

Publications (2)

Publication Number Publication Date
EP1579075A1 EP1579075A1 (de) 2005-09-28
EP1579075B1 true EP1579075B1 (de) 2012-05-09

Family

ID=32338926

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03815398A Expired - Lifetime EP1579075B1 (de) 2002-12-17 2003-12-12 System zur übertragung von lasten zwischen ortbetoniertenplatten

Country Status (5)

Country Link
EP (1) EP1579075B1 (de)
AT (1) ATE557132T1 (de)
AU (1) AU2003300592A1 (de)
FR (1) FR2848581A1 (de)
WO (1) WO2004065694A1 (de)

Families Citing this family (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7481031B2 (en) 2001-09-13 2009-01-27 Russell Boxall Load transfer plate for in situ concrete slabs
BE1016147A3 (fr) * 2004-08-04 2006-04-04 Coredis S A Joint metallique allege pour surfaces en beton.
EP1801311A1 (de) * 2005-12-21 2007-06-27 MGSI- Acessorios Para Industrias, LDA Schalungssystem für Platten
US7736088B2 (en) 2006-07-13 2010-06-15 Russell Boxall Rectangular load plate
PT104132A (pt) * 2008-07-16 2010-01-18 Mgsi Acessorios Para Ind Lda Aperfeiçoamentos num sistema de cofragem de pavimentos
GB201115940D0 (en) * 2011-09-14 2011-10-26 Permaban Ltd Movement joint
AR090164A1 (es) * 2012-02-27 2014-10-22 Hengelhoef Concrete Joints Mfg Nv Junta de expansion
GB201203580D0 (en) * 2012-02-29 2012-04-11 Permaban Ltd Anti-spalling edging
CN103485423B (zh) * 2013-09-26 2015-12-02 中国华冶科工集团有限公司 后浇带留置的方法
US10077551B2 (en) 2015-10-05 2018-09-18 Illinois Tool Works Inc. Joint edge assembly and method for forming joint in offset position
US10119281B2 (en) 2016-05-09 2018-11-06 Illinois Tool Works Inc. Joint edge assembly and formwork for forming a joint, and method for forming a joint
US10590643B2 (en) 2016-11-16 2020-03-17 Illinois Tool Works Inc. Load transfer plate and load transfer plate pocket and method of employing same
US10533292B2 (en) 2016-12-20 2020-01-14 Illinois Tool Works Inc. Load transfer plate and method of employing same
AU2018226389B2 (en) 2017-10-13 2024-09-12 Illinois Tool Works Inc. Edge protection system having bridging pins
AU2018226394B2 (en) 2017-10-13 2024-09-12 Illinois Tool Works Inc. Edge protection system having clip retainment
AU2018226391B2 (en) 2017-10-13 2024-10-10 Illinois Tool Works Inc. Edge protection system having support foot
AU2018226393B2 (en) 2017-10-13 2024-09-26 Illinois Tool Works Inc. Edge protection system with intersection module
AU2018226390B2 (en) 2017-10-13 2024-09-19 Illinois Tool Works Inc. Edge protection system having retaining clip
AU2018226392B2 (en) 2017-10-13 2024-10-10 Illinois Tool Works Inc. Edge protection system having dowel plate
AU2019264633B2 (en) 2018-11-19 2025-08-07 Illinois Tool Works Inc. Support bracket
USD922719S1 (en) 2019-12-20 2021-06-15 Illinois Tool Works Inc. Load transfer plate pocket
US11041318B1 (en) 2019-12-20 2021-06-22 Illinois Tool Works Inc. Load transfer plate apparatus
AU2021204996A1 (en) 2021-07-12 2023-02-02 Illinois Tool Works Inc. An armoured joint – anti-skew stake bracket
AU2021204995A1 (en) 2021-07-12 2023-02-02 Illinois Tool Works Inc. An edge protection system – joint orientation marker
AU2021204992A1 (en) 2021-07-12 2023-02-02 Illinois Tool Works Inc. An armoured joint – disruptive folded anchor rail
AU2021204994A1 (en) 2021-07-12 2023-02-02 Illinois Tool Works Inc. An edge protection system – intersection continuous perimeter joint line
AU2021204993A1 (en) 2021-07-12 2023-02-02 Illinois Tool Works Inc. An edge protection system – floating cover plate on intersection
PL131556U1 (pl) * 2023-07-13 2025-01-20 Świderski Adam Aspuro Zespół listwy dylatacyjnej

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3018703A (en) * 1958-05-23 1962-01-30 Servicised Products Corp Joint sealing device
SE500738C2 (sv) * 1992-12-17 1994-08-22 Sven Gunnar Joensson Anordning för fogar i betonggolv
BE1012984A3 (fr) * 1998-04-29 2001-07-03 Eurosteel Sa Joint de structure pour dalles en materiau moulable.
FI110631B (fi) * 1998-10-20 2003-02-28 Teraespeikko Oy Menetelmä maanvaraisen betonilaattakentän valmistamiseksi ja maanvarainen betonilaattakenttä
FR2785632A1 (fr) * 1998-11-10 2000-05-12 Ppc Sa Joint de dilatation
FR2812891B1 (fr) * 2000-08-11 2003-12-19 Freyssinet Int Stup Dispositif d'assemblage de dalles de beton et procede de reparation de surfaces de roulement, utilisant ce dispositif
ITRM20020070A1 (it) * 2002-02-11 2003-08-11 Maurizio Pontello Giunto di dilatazione per pavimentazioni in calcestruzzo e simili.
DE20209995U1 (de) * 2002-06-28 2002-11-21 Ed. Züblin AG, 70567 Stuttgart Betonierfugenausbildung in der Bodenplatte

Also Published As

Publication number Publication date
ATE557132T1 (de) 2012-05-15
WO2004065694A1 (fr) 2004-08-05
FR2848581A1 (fr) 2004-06-18
EP1579075A1 (de) 2005-09-28
AU2003300592A1 (en) 2004-08-13

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