EP3483339B1 - Vereinfachte reparierungsmethode für betonierfugenausbildung einer bodenplatte - Google Patents

Vereinfachte reparierungsmethode für betonierfugenausbildung einer bodenplatte Download PDF

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Publication number
EP3483339B1
EP3483339B1 EP18215890.7A EP18215890A EP3483339B1 EP 3483339 B1 EP3483339 B1 EP 3483339B1 EP 18215890 A EP18215890 A EP 18215890A EP 3483339 B1 EP3483339 B1 EP 3483339B1
Authority
EP
European Patent Office
Prior art keywords
expansion joint
longitudinal elements
concrete
concrete slabs
longitudinal
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
EP18215890.7A
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English (en)
French (fr)
Other versions
EP3483339C0 (de
EP3483339A1 (de
Inventor
Arnaud De Rivas
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.)
Lynks
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Lynks
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Application granted granted Critical
Publication of EP3483339C0 publication Critical patent/EP3483339C0/de
Publication of EP3483339B1 publication Critical patent/EP3483339B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers
    • E04B1/6804—Joint covers specially adapted for floor parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6807—Expansion elements for parts cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/681—Sealings of joints, e.g. expansion joints for free moving parts

Definitions

  • the present invention relates to the technical field of concrete slab formwork systems providing an expansion joint between two adjacent slabs.
  • the present invention relates more particularly to an improved expansion joint, particularly in terms of ease of renovation.
  • a known formwork system generally comprises an expansion joint comprising first and second longitudinal elements, arranged side by side on the same horizontal plane, and each intended to form an integral part with an upper and horizontal edge of a concrete slab.
  • the first longitudinal element is secured to a vertical separation plate intended to form the vertical border between the two adjacent concrete slabs. After a horizontal force of retraction of at least one concrete slab, the first and second longitudinal elements are separated from each other, each remaining integral with the concrete slab with which it forms an integral part.
  • the opening of the expansion joint after retraction of the concrete slabs can cause shocks or jolts leading to deterioration of the concrete and the longitudinal elements. of said expansion joint.
  • One of the aims of the invention is therefore to remedy these drawbacks by proposing a simplified renovation process for an expansion joint for a formwork system for concrete slabs when damage to the longitudinal elements of the joint or of the concrete in contact with these elements have intervened.
  • the invention makes it possible, when the longitudinal elements of the expansion joint have a vertical offset, resulting in shocks and jolts during the passage of vehicles, to be able to sand said longitudinal elements to achieve optimum planimetry.
  • the renovation is very quick and simply consists of a sanding step.
  • the sandable nature of the longitudinal elements is independent of the removable nature so that it could be envisaged to develop an expansion joint remarkable in that it comprises first and second longitudinal elements made of a polymer material, or in a composite material made from a polymer material, without these having a removable nature.
  • the invention relates to a method for renovating an expansion joint (1) for a formwork system for concrete slabs which implements at least one vertical separation plate of two adjacent concrete slabs, and which is used when it is necessary, for the pouring of the concrete, to divide the concrete slab into several parts, according to its surface and its thickness, to create an air space necessary for the absorption of the variations of volumes of a slab, for example under the action of withdrawal.
  • the expansion joint (1) comprises first and second longitudinal elements (2, 3), arranged side by side on the same horizontal plane, and each intended to form an integral part with an upper and horizontal edge of a concrete slab .
  • the first longitudinal element (2) is integral with a vertical separation plate (4) of the two adjacent slabs.
  • the first and second longitudinal elements (2, 3) can be made of metal, or else of a material suitable for being sanded, such as a polymer or a composite material made from a polymer, for example plastic or resin.
  • the sanding nature of the longitudinal elements (2, 3) makes it possible to relevel said longitudinal elements (2, 3) by a sanding operation and to obtain an optimal planimetry of the expansion joint (1) and of the concrete slabs. Thus, the renovation of the expansion joint (1) is facilitated.
  • the invention also makes it possible to remedy this problem by the following characteristics, taken in combination with the sandable nature of the longitudinal elements (2, 3), according to which the said longitudinal elements (2, 3) comprise fittings, emerging at the level of the walls horizontal upper parts of said first and second longitudinal elements (2, 3), and allowing at least a part (2a, 3a) of each of the first and second longitudinal elements (2, 3) to be removed for their replacement.
  • the first longitudinal element (2) comprises a stack of three layers of material, including an upper layer (2a), an intermediate layer (2b), and a lower layer (2c).
  • the intermediate layer (2b) comprises a smaller width than that of the upper (2a) and lower (2c) layers so that the first longitudinal element (2) has a U-shaped cross section.
  • the second longitudinal element (3) comprises a stack of three layers of complementary material, including an upper layer (3a), an intermediate layer (3b), and a lower layer (3c) whose width is greater. than that of the upper (3a) and lower (3c) layers so as to form a transverse projection capable of fitting into the hollow of the U-shape of the first longitudinal element (2) and allowing the transfer of vertical loads.
  • the first and second longitudinal elements (2, 3) comprise orifices (5) arranged in their thickness so as to pass vertically through all of the three layers (2a, 2b, 2c, 3a, 3b, 3c). These orifices (5) are suitable for receiving rods (6) fixed at their lower ends to fixed parts of the expansion joint (1) by insertion.
  • the lower ends of the rods (6) are welded to the lower layers (2c, 3c) of the first and second longitudinal elements (2, 3).
  • the lower ends of the rods (6) can also be fixed to fixed parts of the formwork system on which the expansion joint is mounted without departing from the scope of the invention.
  • the upper ends of the rods (6) do not protrude from the first layers (2a, 3a) of the first and second longitudinal elements (2, 3), and are, for example, threaded to cooperate with clamping members (7) for locking in position at least the upper layers (2a, 3a) of the first and second longitudinal elements (2, 3).
  • clamping members (7) when these clamping members (7) are unscrewed, the upper layers (2a, 3a) of said first and second longitudinal elements (2, 3) can be removed and replaced, in particular when they are damaged or when t a vertical shift generating shocks and jolts is felt when a vehicle passes.
  • the width of the upper layer (2a) of the first longitudinal element (2) is greater than the width of the upper layer (3a) of the second longitudinal element (3), and the lower layer (2c) of the first longitudinal element (2 ) is secured to the vertical separation plate (4), for example by welding, such that the vertical plane defined by the separation plate (4) is offset horizontally with respect to the vertical plane (P) defined between the first and second longitudinal elements (2, 3).
  • the longitudinal elements (2, 3) move away from each other but still rest on one of the concrete slabs.
  • the stability of the joint is optimal and the appearance of disorders, such as cracks or breaks, is reduced.
  • the expansion joint (1) described comprises first and second longitudinal elements (2, 3) each having removable parts, constituted in particular by the upper layers (2a, 3a).
  • the intermediate (2b, 3b) and lower (2c, 3c) layers of the first and second longitudinal elements (2, 3) can form a one-piece assembly, or else the first longitudinal element (2) can be produced in a single part fixed directly in a removable manner, by the same means as mentioned above, on the vertical separation plate (4) provided for example with an upper flange at right angle.
  • the removable parts of the first and second longitudinal elements (2, 3), in particular the upper layers (2a, 3a), have facing faces comprising complementary sinusoidal profiles.
  • the wheels always remain supported by the surface of one of the adjacent slabs. This characteristic makes it possible to limit the shocks and the wear of the concrete slabs near the expansion joints.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Bridges Or Land Bridges (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (1)

  1. - Verfahren zur Erneuerung einer Dehnungsfuge (1) für ein Schalungssystem für Betonplatten, des Typs, der ein erstes und ein zweites Längselement (2, 3) umfasst, die nebeneinander auf derselben horizontalen Ebene angeordnet sind und jeweils dazu bestimmt sind, einen integralen Teil mit einer oberen und horizontalen Kante einer Betonplatte zu bilden, wobei das erste Längselement (2) mit einer vertikalen Trennplatte (4) fest verbunden ist, wobei das erste und das zweite Längselement (2, 3) vertikal gegeneinander versetzt sein können und aus einem Harz oder einem Verbundmaterial hergestellt sind, das aus einem Polymermaterial hergestellt ist, dadurch gekennzeichnet, dass das erste und das zweite Längselement (2, 3) abgeschliffen werden, wenn sie einen vertikalen Versatz aufweisen, um die Längselemente (2, 3) wieder auf eine Ebene zu bringen.
EP18215890.7A 2016-04-07 2017-04-04 Vereinfachte reparierungsmethode für betonierfugenausbildung einer bodenplatte Active EP3483339B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1653041A FR3049970B1 (fr) 2016-04-07 2016-04-07 Joint de dilatation a renovation facilitee pour systeme de coffrage de dalles de beton
EP17164679.7A EP3228746B1 (de) 2016-04-07 2017-04-04 Betonierfugenausbildung in der bodenplatte mit einfacherer reparierung

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP17164679.7A Division-Into EP3228746B1 (de) 2016-04-07 2017-04-04 Betonierfugenausbildung in der bodenplatte mit einfacherer reparierung
EP17164679.7A Division EP3228746B1 (de) 2016-04-07 2017-04-04 Betonierfugenausbildung in der bodenplatte mit einfacherer reparierung

Publications (3)

Publication Number Publication Date
EP3483339A1 EP3483339A1 (de) 2019-05-15
EP3483339C0 EP3483339C0 (de) 2023-06-07
EP3483339B1 true EP3483339B1 (de) 2023-06-07

Family

ID=56148478

Family Applications (2)

Application Number Title Priority Date Filing Date
EP17164679.7A Active EP3228746B1 (de) 2016-04-07 2017-04-04 Betonierfugenausbildung in der bodenplatte mit einfacherer reparierung
EP18215890.7A Active EP3483339B1 (de) 2016-04-07 2017-04-04 Vereinfachte reparierungsmethode für betonierfugenausbildung einer bodenplatte

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP17164679.7A Active EP3228746B1 (de) 2016-04-07 2017-04-04 Betonierfugenausbildung in der bodenplatte mit einfacherer reparierung

Country Status (5)

Country Link
EP (2) EP3228746B1 (de)
ES (2) ES2948249T3 (de)
FR (1) FR3049970B1 (de)
PT (1) PT3228746T (de)
TR (1) TR201902297T4 (de)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424604B (zh) * 2019-07-23 2021-10-22 卢美华 一种空心叠合楼板
CN110952672A (zh) * 2019-10-23 2020-04-03 中船第九设计研究院工程有限公司 一种装配式建筑搭接缝注浆填充方法
FR3133626B1 (fr) 2022-03-15 2024-03-29 Lynks Joint de dilatation entre deux dalles de béton adapté au passage de véhicules à guidage automatique

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1217668A (en) * 1983-01-31 1987-02-10 Frank A. Braun Expansion joint
US4893448A (en) * 1989-02-23 1990-01-16 Mccormick Wilbert Steel expansion joint
DE29901141U1 (de) * 1999-01-23 1999-05-06 Kämmerling, Christoph, 45549 Sprockhövel Schalungselement für Industriefußböden
DE20209995U1 (de) * 2002-06-28 2002-11-21 Ed. Züblin AG, 70567 Stuttgart Betonierfugenausbildung in der Bodenplatte
DE202005008762U1 (de) * 2005-06-02 2005-09-01 Hammes, Herbert Schalungselement für den Fußbodenbau
KR100994403B1 (ko) * 2008-09-09 2010-11-16 고삼석 교량용 신축이음장치

Also Published As

Publication number Publication date
EP3228746B1 (de) 2019-02-13
FR3049970A1 (fr) 2017-10-13
ES2715780T3 (es) 2019-06-06
PT3228746T (pt) 2019-02-21
EP3228746A1 (de) 2017-10-11
EP3483339C0 (de) 2023-06-07
FR3049970B1 (fr) 2020-12-04
EP3483339A1 (de) 2019-05-15
ES2948249T3 (es) 2023-09-06
TR201902297T4 (tr) 2019-03-21

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