EP2202367B1 - Dispositif pour le placement de dalles flottantes - Google Patents

Dispositif pour le placement de dalles flottantes Download PDF

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Publication number
EP2202367B1
EP2202367B1 EP08805299.8A EP08805299A EP2202367B1 EP 2202367 B1 EP2202367 B1 EP 2202367B1 EP 08805299 A EP08805299 A EP 08805299A EP 2202367 B1 EP2202367 B1 EP 2202367B1
Authority
EP
European Patent Office
Prior art keywords
tubes
cube
accordance
mesh
positioning floating
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
EP08805299.8A
Other languages
German (de)
English (en)
Other versions
EP2202367A1 (fr
EP2202367A4 (fr
Inventor
Juan José MARTÍN HERNÁNDEZ
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.)
Tejasa SLL
Original Assignee
Tejasa SLL
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Filing date
Publication date
Application filed by Tejasa SLL filed Critical Tejasa SLL
Publication of EP2202367A1 publication Critical patent/EP2202367A1/fr
Publication of EP2202367A4 publication Critical patent/EP2202367A4/fr
Application granted granted Critical
Publication of EP2202367B1 publication Critical patent/EP2202367B1/fr
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Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/22—Resiliently-mounted floors, e.g. sprung floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires

Definitions

  • the technical field of the present invention pertains to a device, which is integrated into the framework of floating slabs, as an instrument for raising the slab once the concrete has set.
  • floating slabs are arranged in constructions that require an insulation of the central block, as they may be the bases at which are situated electric transformers, air conditioning units, bowling alleys and, generally, sites at which it is desired to avoid the transmission of vibrations and impact noises.
  • the system of creating floating slabs by means of distributing metallic containers in welded wire fabric in the form of cubes that are within the forging is known.
  • the raising phase occurs once the concrete has set, and shock-absorbing elements are positioned in the cavity, which are coupled under beveled structures that are located in two of the corners thereof. In this way, the raising of the floating slab will be achieved to the extent desired by means of the pressure of the shock absorbers in its upper part.
  • the welded wire fabric is usually formed by two meshes or rebar surfaces, each of which are created by bars that intersect one another at right angles, forming grids, whose points of contact are joined by welding. These are positioned superimposed, trying to align the grids of the two meshes for the correct insertion of cubes which have a height similar to that of the welded wire fabric, and are positioned within the two caps of same so that, after the setting of the concrete, they are close in the forging.
  • a plurality of metallic rods are installed welded on the surface of each cube in the horizontal direction which protrude from their structure.
  • the grid of the welded wire fabric is produced by having different proportions.
  • the prior-art system has the drawback that the rods welded to the structure of the cube are arranged so that they cover the grid in every case, to facilitate its bundling by means of wire.
  • the operator usually has problems at the time of fitting the cube in the welded wire fabric, and has to shorten the rebar to make a suitable cavity.
  • the welded wire fabric is manufactured in different extension dimensions for the different positioning sites. For this, the bonding of one surface of the welded wire fabric with those [surfaces] which follow it in the work is necessary. It is equally necessary to fix the corners of the layers of the welded wire fabric, if the last layer is stepped on zones remote from the center, this force then causes the structure to rise.
  • Document FR-2 682 412 A1 describes an accessible spring boxes device for making floating floors to secure active or passive vibrations filtering for which purpose it includes low-frequency elastic supports consisting of helical-spring boxes.
  • Document DE-40 12 493 A1 describes a floating floor and a procedure for its manufacture.
  • the main characteristic is the inclusion of an intermediate floor on spring load-supporting elements, which may be raised from a supporting surface through the load-supporting elements, and the latter consists of air operated bellows.
  • Document EP-1 300 526 A1 describes a device to make floors that allows low frequencies filtering.
  • Document EP-1 347 117 A1 describes a sound-insulating floor structure which can reduce floor impact sounds.
  • the structure includes a floor base and an under-floor member with a plurality of sound-insulating members arranged between the floor base and the under-floor member.
  • Document FR-1 530 386 describes a pallet of the type used in transport and maintenance manoeuvres, to move heavy loads.
  • the pallet includes a plate which forms the bearing plane of the load, and supporting removable legs distributed as convenient, made with folded, solid-drawn or formed sheet.
  • the present invention that is proposed fully solves the problems mentioned by presenting a device in the form of a cube which has various horizontal tubes in its perimetral structure, at various levels, suitable for rods being inserted therein, which project from the sides of the cube for placing the different layers of welded wire fabric above them.
  • the first layer of the welded wire fabric will rest on the rods arranged in the lower tubes of the cube, which are facing on two of its sides; a second welded wire fabric arranged above the rods of the upper tubes, placed on the other two opposite sides of the cube.
  • the bonding of the different mesh structures of the work is carried out by means of the rods installed in the lower tubes which support the first welded wire fabric, which connect the cubes of the adjoining mesh surfaces.
  • Rods will be placed in the upper tubes parallel to the above tubes for the bonding of two adjacent cubes which are close to the corners of two welded wire fabric surfaces. This upper linking together will prevent the raising of the mesh when a pressure goes or is applied outside of the central zone.
  • the object of the present invention is accomplished with a lid and a base for the interior insulation in the pouring of the concrete.
  • the device for positioning floating slabs is composed of a metallic cube, whose base will have a smaller dimension than the surface of the grid of the mesh and have a height in relation to that of the forging; and in its perimeter it has identical tubes which are preferably attached to the structure by means of welding.
  • Each side has one pair of tubes placed in parallel, horizontally, and same have proportions that do not exceed the length of the side ( Figure 1 ), (C), and they are placed on each side at a same position with respect to its side of the opposing cube (A, B); and the tubes of two of the opposing sides (A) are situated at a different level with respect to the other two sides (B), and the latter are situated closer to the base (1, 1') and closer to the height (3, 3') of the cube than the tubes of its adjoining sides (4, 4') and (2, 2').
  • the first mesh of the structure of the welded wire fabric will be situated above the rods of the lower tubes, according to Figure 2 .
  • the rods of the lower tubes will be inserted therein in both pieces, connecting both surfaces of the structure (5).
  • the mesh is formed by means of arranging bars vertically with other horizontal bars, some on top of others, securing the bonding at the points of contact by welding.
  • the rods of the lower tubes will be situated on the same plane and parallel to the lower bars of the mesh, holding the bars perpendicular to the above ones.
  • the second mesh has to be positioned in the same way, with the rods installed in the upper tubes which are on the other two sides of the cube (2, 2'). Also, in this way, with the rods on the same plane and in parallel to the lower bars of the mesh.
  • rods will be placed and inserted in the upper tubes which are on the same side as the lower tubes, whose rods support the first mesh, and inserted in the two adjacent pieces (3, 3'). It will also be used for anchoring the structure and the mesh is not raised when exerting pressure in an opposite zone.
  • the first welded wire fabric is shown only in Figure 3 , and it has to be understood that the second one will be situated superimposed and in the manner that is described.
  • the figure shows two joined meshes (I, II) beginning at the joined corners, and it has to be understood that the surfaces of the same are not shown complete in the horizontal direction.
  • the other two tubes that are in the structure of the cube, arranged parallel to the upper tubes for the installation of the rods that support the second mesh and in a plane lower than those (4, 4') will be used for the installation of other additional rods when the slab has to support major loads.
  • the cube has a lid and a base coated with rustproof paint, and both are assembled by compression to avoid the entrance of the pourable concrete mix.
  • the lid is arranged sealed with silicone.
  • the lid and base are painted different colors for quickly checking before pouring the concrete whether any of the cubes are in the incorrect position.
  • shock absorbers When the concrete has set, the lids of the cubes will be removed, and shock absorbers will then be placed under beveled structures (6,6') located in two opposed corners of the cubes, which will make the raising of the slab possible.
  • another shock absorber in this case, a highfrequency, Silent block type absorber, will be placed on the bottom, which will facilitate the movement of the shock absorber arranged above same.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Building Environments (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Claims (10)

  1. Dispositif pour le positionnement de dalles flottantes, configuré pour être installé dans un treillis soudé et adapté, après le durcissement du béton, pour accueillir des absorbeurs de choc efficaces dans la phase de soulèvement d'un plancher et positionnés sous des structures en biseau (6, 6') qui sont situées à deux angles opposés du dispositif, caractérisé en ce que le dispositif est en forme de cube, dont les dimensions de la base sont inférieures à la maille d'un treillis, et dont la hauteur est intégrée à celle du plancher, avec une paire horizontale de tubes (1, 1' ; 2, 2' ; 3, 3' ; 4, 4') sur chaque côté, dont la longueur est inférieure à celle du côté du cube, et avec une section transversale adaptée à l'insertion de tiges (5).
  2. Dispositif pour le positionnement de dalles flottantes conformément à la revendication ci-dessus, caractérisé en ce qu'il y a deux tubes (1, 3 ; 1', 3' ; 2, 4 ; 2', 4') qui sont disposés sur chaque côté, et ils sont positionnés sur chaque côté dans une même position par rapport à ceux du côté opposé du cube (A, B).
  3. Dispositif pour le positionnement de dalles flottantes conformément aux revendications ci-dessus, caractérisé en ce que les tubes supérieurs (3, 3') et inférieurs (1, 1') de deux des côtés sont respectivement situés près d'un couvercle et près d'une base du cube.
  4. Dispositif pour le positionnement de dalles flottantes conformément aux revendications ci-dessus, caractérisé en ce que sur les deux autres côtés les tubes supérieurs (2, 2') sont situés dans une position inférieure aux tubes supérieurs (3, 3') de ses côtés adjacents, et les tubes inférieurs (4, 4') sont situés dans une position supérieure aux tubes inférieurs (1, 1') de ses côtés adjacents.
  5. Dispositif pour le positionnement de dalles flottantes conformément à la revendication 1, caractérisé en ce que chaque treillis (I, II) est positionné de façon que ses barres supérieures respectives soient perpendiculaires aux tiges et au-dessus d'elles.
  6. Dispositif pour le positionnement de dalles flottantes conformément à la revendication 1, caractérisé en ce que le premier treillis est positionné au-dessus des tiges disposées sur les côtés du cube qui possède les tubes (1, 1') les plus proches de la base.
  7. Dispositif pour le positionnement de dalles flottantes conformément aux revendications ci-dessus, caractérisé en ce que pour la liaison de deux surfaces de treillis jointes (I, II), une tige (5) est insérée dans les deux cubes contigus des surfaces de treillis.
  8. Dispositif pour le positionnement de dalles flottantes conformément aux revendications ci-dessus, caractérisé en ce que le second treillis est positionné au-dessus des tiges des tubes supérieurs (2, 2') des deux autres côtés du cube.
  9. Dispositif pour le positionnement de dalles flottantes conformément à la revendication 1, caractérisé en ce que des tiges sont disposées dans les tubes inférieurs (4, 4') des deux autres côtés du cube lorsqu'il est prévu que la dalle flottante soutienne des charges considérables.
  10. Dispositif pour le positionnement de dalles flottantes conformément à la revendication 1, caractérisé en ce que dans chaque cube positionné près de chacun des angles contigus de deux surfaces de treillis successives, une tige (5) relie les cubes adjacents, étant disposée dans les tubes supérieurs (3, 3') parallèles au tube auquel le premier treillis a été positionné.
EP08805299.8A 2007-07-13 2008-07-01 Dispositif pour le placement de dalles flottantes Active EP2202367B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200701966A ES2315182B1 (es) 2007-07-13 2007-07-13 Dispositivo para la colocacion en losas flotantes y su sistema de instalacion.
PCT/ES2008/000469 WO2009010608A1 (fr) 2007-07-13 2008-07-01 Dispositif de placement de dalles flottantes et son système d'installation

Publications (3)

Publication Number Publication Date
EP2202367A1 EP2202367A1 (fr) 2010-06-30
EP2202367A4 EP2202367A4 (fr) 2011-11-16
EP2202367B1 true EP2202367B1 (fr) 2018-06-27

Family

ID=40259343

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08805299.8A Active EP2202367B1 (fr) 2007-07-13 2008-07-01 Dispositif pour le placement de dalles flottantes

Country Status (4)

Country Link
US (1) US20100281815A1 (fr)
EP (1) EP2202367B1 (fr)
ES (2) ES2315182B1 (fr)
WO (1) WO2009010608A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9951521B2 (en) * 2012-05-31 2018-04-24 Wayne State University Self-confining ceramic articles using advanced material reinforcements and method of manufacture
US20140331592A1 (en) * 2013-05-09 2014-11-13 Lloyd L. Lawrence Rebar securing device
ES2644754B1 (es) * 2016-04-29 2018-09-13 Tejasa-Tc, S.L.L. Sistema de protección antisísmica para una losa flotante.
ES2668978B1 (es) 2016-10-21 2018-11-20 Tejasa-Tc, S.L.L. Sistema de soporte antivibratorio.
CN208347085U (zh) * 2018-05-23 2019-01-08 阳程（佛山）科技有限公司 水泥板

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1070921A (en) * 1912-07-16 1913-08-19 John T Saltiel Concrete building construction.
GB466044A (en) * 1935-11-28 1937-05-21 Arthur Felix Dufton Improvements in or relating to the construction of sound insulating floors and the like
SE310412B (fr) * 1965-09-24 1969-04-28 O Andersen
FR1530386A (fr) * 1967-07-07 1968-06-21 Trefileries Du Sud Est Palette perfectionnée avec pieds amovibles adaptables instantanément
ES181674Y (es) * 1969-11-24 1974-03-16 Monzon Indave Amortiguador para vibraciones e impactos.
US4793104A (en) * 1988-06-15 1988-12-27 Delberg, Inc. Guide for laying glass blocks
DE4012493C2 (de) * 1990-04-19 2000-06-08 Continental Ag Schwimmender Fußboden und Verfahren zu seiner Herstellung
FR2682412B1 (fr) * 1991-10-10 1993-11-26 Lacroix Alain Un dispositif de boites a ressort visitables, demontables et reglables pour le filtrage basse frequence de planchers flottants.
DK172957B1 (da) * 1994-06-30 1999-10-18 Henning Baltzer Rasmussen Afstandsorgan og fremgangsmåde til fremstilling heraf
US6282860B1 (en) * 1998-05-08 2001-09-04 Jose G. Ramirez Wire mesh support
US7204064B2 (en) * 2000-02-18 2007-04-17 Sergio Cazzolaro Structures which can be dismantled and folded, consisting of interconnecting tubular elements
JP4097894B2 (ja) * 2000-12-28 2008-06-11 早川ゴム株式会社 防音床構造、防音床材及び防音床構造の施工方法
EP1300526B1 (fr) * 2001-10-08 2006-08-02 Alain Lacroix Dispositif pour filtrage basse fréquence de planchers flottants
US7108453B2 (en) * 2002-04-19 2006-09-19 Harris Terry L Support for concrete reinforcing members
CN1297712C (zh) * 2004-07-23 2007-01-31 尹学军 浮置道床
US20080028718A1 (en) * 2006-08-02 2008-02-07 Erickson John A Stackable rebar support chair

Also Published As

Publication number Publication date
EP2202367A1 (fr) 2010-06-30
EP2202367A4 (fr) 2011-11-16
ES2315182B1 (es) 2009-11-11
US20100281815A1 (en) 2010-11-11
WO2009010608A1 (fr) 2009-01-22
ES2315182A1 (es) 2009-03-16
ES2687652T3 (es) 2018-10-26

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