EP2101012B1 - Modularer Schalldämmungskomplex zur Herstellung eines Bodens mit verbesserten Schalldämmungseigenschaften, Herstellungsverfahren - Google Patents

Modularer Schalldämmungskomplex zur Herstellung eines Bodens mit verbesserten Schalldämmungseigenschaften, Herstellungsverfahren Download PDF

Info

Publication number
EP2101012B1
EP2101012B1 EP09305231A EP09305231A EP2101012B1 EP 2101012 B1 EP2101012 B1 EP 2101012B1 EP 09305231 A EP09305231 A EP 09305231A EP 09305231 A EP09305231 A EP 09305231A EP 2101012 B1 EP2101012 B1 EP 2101012B1
Authority
EP
European Patent Office
Prior art keywords
panel
pads
floor
panels
acoustic
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
EP09305231A
Other languages
English (en)
French (fr)
Other versions
EP2101012A1 (de
Inventor
Patrick Attia
Daniel Attia
Samuel Sibony
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.)
ATTIA, DANIEL
ATTIA, PATRICK
Sibony Samuel
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
Application filed by Individual filed Critical Individual
Priority to PL09305231T priority Critical patent/PL2101012T3/pl
Publication of EP2101012A1 publication Critical patent/EP2101012A1/de
Application granted granted Critical
Publication of EP2101012B1 publication Critical patent/EP2101012B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04F15/225—Shock absorber members therefor

Definitions

  • the present invention relates to a modular acoustic complex for producing a floor with improved performance of sound insulation and a method of implementation. It has applications in the field of civil engineering and in particular the construction and renovation of premises and more particularly with regard to their floors. It allows in particular the realization of a light floating acoustic floor in dwellings of new or renovated dwellings which attenuates and isolates the footsteps (impact noise) between superimposed apartments and, also, improves the performances of sound insulation at airborne sounds.
  • the solution of the present invention consists in producing on the ground a relatively light acoustic complex in new or renovated housing which attenuates and isolates footsteps and, more generally, impact noises, between superimposed apartments.
  • This impact sound insulation preferably responds to the New Acoustic Regulation of January 1996 for new housing. Impact sound insulation improves sound insulation performance for older dwellings.
  • the proposed method is to install on a slab or joist type support, in a room of a new or old housing, rigid prefabricated panels of density greater than or equal to 0.5 and less than or equal to 6 with the underside acoustic skates Flexible. These panels are assembled to each other while remaining acoustically detached from the support by the pads and the periphery of the part by a resilient strip. It will be necessary to provide a 1.5mm expansion joint on the periphery. These assembled panels form a floating floor. A preferably heavy floor covering, for example of solid parquet or tiling type is glued on the panel. The floating floor and its flooring form the acoustic complex.
  • the invention therefore relates to an acoustic complex for producing a floor with improved acoustic insulation performance, the acoustic complex comprising a floor covering fixed on a floating floor resting on a support, said floating floor having substantially elastic pads.
  • the floating floor consists of a modular assembly of prefabricated rigid panels of density between 0.5 and 6, the terminals being included, the panels having peripheral edges and the realization of the floating floor being by positioning. edge-to-edge of the panels, at least one of said peripheral edges of each panel comprising means for adjusting the positioning edge-to-edge between panels, the adjustment means being one of two complementary types male or female can come into mutual engagement , and the substantially elastic pads are homogeneous one-piece elements fixed on the underside of the panel, each of said pads being of substantially parallelepiped shape, the ratio of the total seating surface Sta of the pads on the support on the total surface of the panel Stp with Sta / Stp being between 0.03 and 0.08 (ie in percentage between 3% and 8%).
  • the invention also relates to a method for producing an acoustic complex forming a floor with improved acoustic insulation performance, the acoustic complex comprising a floor covering fixed on a floating floor resting on a support, said floating floor comprising pads substantially elastic.
  • the floating floor is formed by assembling on the support of panels having one or more of the features described with edge-to-edge of said panels.
  • the acoustic complex is in a room lined with walls and acoustically dissociates said acoustic complex and said walls by implementation of at least one strip of a resilient material along the walls between the periphery of the complex acoustic and said walls.
  • the strip is an open-cell or closed-cell material (foam strip).
  • the support there is on the support a layer of fibrous insulation material (glass wool or equivalent) before installing the panels.
  • fibrous insulation material glass wool or equivalent
  • uncompressed glass wool or equivalent
  • all materials and elastic support (pad) meet the characteristics of load and stiffness (for materials) and dynamic stiffness (for elastic support).
  • the invention is characterized by the inversion of the pad and the corresponding shim, that is to say the interposition of the pad between the panel and the shim, preferably the shim being fixed to the support.
  • the acoustic complex of the invention has the advantage of allowing rapid installation with insulation performance acoustic noise with very high impact noise and for a cost equivalent to that of traditional systems. It ensures high attenuation of low frequency sounds. Thanks to the invention, the assembly of modular independent elements which are panels with pads and possible wedges, is easy to achieve and accelerates the production of a building site. In particular, there is no waiting time drying traditional cement screed besides that it avoids the associated moisture problems. In addition, the panels used being modular, it is possible to replace one or more if necessary to make repairs. With the invention, the acoustic bridges existing on a traditional screed are avoided, which allows a high performance of the insulation to the impact noises. The proposed structure is about six times lighter than a traditional acoustic floating screed. It can be made from recycled materials. Finally, it allows use in ground heating with good energy performance. It is also possible to place technical elements at the height of the hold.
  • the invention consists in laying on floors (the support) of new or old housing rigid panels of density greater than or equal to 0.5 and less than or equal to 6 with face, glued, soft acoustic pads. These panels are assembled to each other, to form a floating floor, while being acoustically detached from the support by the pads and the periphery by a resilient strip along the walls The panels have an expansion joint of 1.5 mm per meter . Typically, then glue a heavy type of solid wood flooring, or specific load tiles, this coating entering the constitution of the acoustic complex.
  • sound-insulating floating floors consist of prefabricated modular structures consisting of rigid and water-resistant wood panels of OSB4 type (Oriented Thin Slat Panel) or equivalent, assembled together and having on the underside, glued, resilient acoustic resilients called pads.
  • the thickness of the panels is at least 15 mm and they have a mass per unit area greater than or equal to 25 kg / m 2 .
  • Each panel of typical size 1250mm x 800mm x 22mm has on the underside of the pads each at least 17mm in height and typical dimensions 100mm x 50mm x 25mm.
  • These pads are typically arranged every 40cm, which allows to put the panels on any type of support, new or old, type floor concrete, wood, slab ...
  • This Floor covering has a basis weight of at least 10kg / m 2 and typically between 10 and 15 kg / m 2 .
  • the panels and skids alone have a mass per unit area typically of at least 30 kg / m 2 .
  • the acoustic complex (floor covering + panels + skids) has a surface density of at least 40kg / m 2 .
  • the composition of the material of the pads that is important as the mechanical characteristics of the latter, especially in terms of elasticity.
  • the invention can be implemented with elastic shoes made of other materials, for example elastomers, rubbers or other materials, which preferably will have mechanical characteristics identical to or similar to those listed above ( modulus of elasticity, deformation ).
  • the pad can be structured (for example have corrugations) side support side.
  • the typical implementation is carried out as follows. First, check the flatness and moisture content of the soil and correct these elements, if necessary. Panels which are tongue grooved and have pads are arranged on the support and assembled by gluing and thus nested with each other to form a consistent floating floor in the room considered. An expansion joint of about 1.5mm per linear meter of soil (measured perpendicular to the edge) is provided along the peripheral edges of the acoustic complex. The panels are disengaged from the peripheral walls by a foam seal disposed in the expansion joint.
  • the acoustic complex 1 made by assembling edge-to-edge panels 2 of 30Kg / m 2 surface mass on which is bonded a floor covering 5, for example a tiling, with a mass per unit area of 10Kg / m 2 , and under which are glued skates 4 about 17mm thick (in practice a little less because of the compression of the pad).
  • the pads rest on a support which is a 14 cm concrete carrier slab.
  • the complex is acoustically detached from said walls by a strip of vertical foam 6 on which is fixed a skirting board 7, the skirting board coming peripherally on the floor covering 5.
  • the acoustic complex is based on a support made of joists 3 and the pads 4 are aligned and spaced accordingly.
  • a glass wool filling is made between the plaster ceiling 9 of the lower floor and the panels 2 without the glass wool extending under the pads. It will be seen later that it is preferable that the glass wool also extends under the pads.
  • the edges of the panels are shown substantially vertical, but preferably the edges of the panels comprise relative positioning means between tenon type panels and mortise.
  • the height of the tenon (and thus the mortise clearance close) represents about 50% of the thickness of the panel.
  • the tenon or the mortise each have a height of about 19mm.
  • the rigid panels have a thickness of at least 15 mm and have a basis weight greater than or equal to 25 kg / m 2 .
  • the floor covering typically has a density of between 10 and 15 kg / m 2 .
  • the pads are of the same type as before.
  • Each shim has a thickness between 10mm and 25mm.
  • each shim is slightly wider (and / or longer) than the corresponding pad which is glued on it in order to be able to screw (or nail or staple) the shim on the panel without having to cross the pad.
  • the floating floor consists of OSB type wood panels or equivalent assembled together.
  • Each panel has typical dimensions 1250 x 800 x 22 mm and has on the underside of the wooden blocks screwed under which are glued the pads of typical dimensions 100 x 50x 17 mm.
  • the distribution of the calluses and pads between them is substantially identical to that of the previous example, that is to say a spacing of 40cm between them.
  • shims 11 and pads 4 on the underside of a panel 2.
  • the wedges are made of wood for example chipboard or equivalent.
  • the width of the shims is slightly greater than that of the pads so that fixing screw wedges on the panel can be performed laterally to the pad, so without having to cross.
  • the distribution of the holds and skids is equivalent to that of the skates of the Figure 3 .
  • the typical implementation is similar to that of the previous example with, firstly, checking the flatness and soil moisture content and possible correction.
  • the panels which are grooved tongues and comprise wedges and their pads are arranged on the ground and assembled together by gluing and thus nested with each other to form the floating floor in the room considered.
  • An expansion joint of approximately 1.5mm per linear meter of soil is anticipated along the peripheral edges of the complex acoustic.
  • the panels are separated from the peripheral walls by a foam seal disposed in the expansion joint.
  • the rigid inert panels have a thickness of at least 15 mm and a surface density greater than or equal to 25 kg / m 2 .
  • the pads are of a type described above.
  • the shims have a thickness whose value is chosen between 10 and 25 mm or, preferably, 19 to 25 mm.
  • the glass wool insulation has an unstressed thickness of 20 to 40mm.
  • the typical implementation is similar to those of the previous examples except that on the support is first spread / unwound a layer of glass wool.
  • the Figure 6 shows that it is also possible to install underfloor heating by placing an electric heating coil under the panels between the pads and wedges. Because the shims and pads are discrete elements and not continuous lines, the installation of the coil is simplified. We understand that it is also possible to pass any type of pipe (electric, telephone, television ... or water or other) under the panels.
  • the tongue-and-groove panels are assembled together by gluing and nested with each other to form a consistent floating floor in the room considered.
  • an expansion joint of 1.5 mm / m is provided opposite the side walls / walls.
  • the panels and the flooring of the acoustic complex are separated from the walls at the periphery by a foam seal.
  • Rigid inert panels have a thickness greater than 15mm and a mass per unit area greater than or equal to 25kg / m 2 .
  • Those are OSB type wood panels or equivalent assembled together to form the floating floor.
  • Each panel size 1250 x 800 x 22mm has resilient resilient resilient pads, size 100 x 50 x 17mm. These pads are arranged every 40cm in this example.
  • the tongue-and-groove panels are then placed on the ground without contact with the electric heater. These panels are assembled by gluing and thus nested with each other to form a consistent floating floor in the room considered.
  • the flooring is then laid with a mass per unit area of between 10 and 15 kg / m 2 .
  • An expansion joint of 1.5 mm / m is provided opposite the peripheral walls.
  • the acoustic complex is separated from the peripheral walls by a foam seal.
  • the invention preferably uses recycled materials of the OSB type for the floor and any wedges and recycled rubber-based pads. The chosen materials have been used for 50 years for the rubber pads and the OSB is water repellent class M3.
  • the construction method of the invention makes it possible to produce a low-temperature heating floor, with a heating means which is placed between the insulator and the underfloor of the floating floor due to the small acoustic complex thickness and the density of its constituent elements. . This allows to obtain a significant energy saving since it will be necessary to heat less to obtain an identical surface temperature.
  • an acoustic complex which comprises a floating floor with shims and this with or without glass wool. Indeed, to reinforce the impact sound insulation performance, it is preferable to lay the wood panels on shims with a thickness between 15mm and 20mm. Under these holds are glued the pads. On the floating floor, on the surface of the panels, a floor covering of the type solid parquet or heavy tiles is glued. This flooring has a weight per unit area of at least 10kg / m 2 (DINACHOC® type). Floating soil (therefore excluding floor covering) has a mass per unit area of at least 15kg / m 2 for OSB panels or equivalent.
  • the acoustic complex (floating floor + floor covering) has a mass per unit area of at least 25 kg / m 2 . It is found that under load, the effectiveness of the acoustic complex deteriorates sharply and, at the limit, no longer works.
  • Such a type of acoustic complex can be placed on any type of floor: New or old and with any type of concrete, wood, slab ...
  • the floor covering instead of being installed on the job site once the panels are assembled to form the floating floor, can be glued on the factory to each panel for a completely prefabricated panel.
  • the panels comprise at least their fixed pads with possibly their holds in the mode of realization with wedges.
  • the panels can be in any rigid material adapted and panel dimensions different from those described by way of example.
  • the panels can have a dimension (in length and / or width-square or rectangular panel) depending on the standard spacing of the joists of houses (in general the spacing is 40cm).
  • the shapes of the panels may be other than square or rectangular and for example polygonal. In the latter case, this form of panel may correspond to the unit of form (or multiple thereof) of the floor covering used (for example ceramic tiles or marble or old-fashioned parquet: Paris).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)

Claims (13)

  1. Schalldömmungskomplex (1) zum Herstellen eines Bodens mit verbesserten Schalldömmungsleistungen, wobei der Schalldämmungskomplex einen Bodenbelag (5) aufweist, der auf einem schwimmenden Boden befestigt ist, der auf einem Träger (3) (10) ruht, wobei der schwimmende Boden starre Platten (2) und Kufen (4), die im Wesentlichen elastisch sind, aufweist, wobei der schwimmende Boden aus einer modularen Einheit der starren Platten (2) besteht, die mit einer Dichte zwischen 0,5 bis 6 vorgefertigt sind, wobei die Grenzwerte inbegriffen sind, wobei die Platten Umfangsränder aufweisen und die Herstellung des schwimmenden Bodens durch Rand-an-Rand-Positionieren der Platten erfolgt, wobei die im Wesentlichen elastischen Kufen homogene einstückige Elemente sind, die auf der Unterseite der Platte mittels Holzverkeilungen befestigt sind, die zwischen der Unterseite der Platte und jeder der Kufen angeordnet sind, wobei jede der Kufen eine im Wesentlichen parallelepipedische Form hat,
    dadurch gekennzeichnet, dass das Verhältnis zwischen der Gesamtauflagefläche Sta der Kufen auf dem Träger und der Gesamtfläche der Platte Stp, das heißt Sta/Stp, zwischen 0,03 und 0,08 liegt, und dass die Holzverkeilungen, die zwischen der Unterseite der Platte und jeder der Kufen angeordnet sind, eine Stärke zwischen 19 und 25 mm haben, und dass mindestens einer der Umfangsränder jeder Platte ein Justiermittel der Rand-an-Rand-Positionierung zwischen Platten aufweist, wobei das Justiermittel einer von zwei ergänzenden Typen, nämlich Steckteil oder Buchsenteil, die ineinander eingreifen können, ist.
  2. Schalldämmungskomplex nach Anspruch 1, dadurch gekennzeichnet, dass die Kufe und die Verkeilung umgekehrt sind, wobei die Kufe zwischen die Platte und die Verkeilung eingefügt ist.
  3. Schalldämmungskomplex nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die eingefügten Kufen unter der Platte direkt geklebt werden, oder dass die Kufen auf Holzverkeilungen geklebt werden, die unter der Platte befestigt sind, indem unterbrochene parallele Linien gebildet werden.
  4. Schalldämmungskomplex nach Anspruch 1, 2 oder 3, dadurch gekennzeichnet, dass die Kufen (4) aus einem elastischen Werkstoff bestehen, der die folgenden mechanischen Merkmale aufweist:
    Die Bereiche des statischen und des dynamischen Elastizitätsmoduls sind derart, dass das Verhältnis zwischen Minimum und Maximum des statischen Elastizitätsmoduls 0,1/0,44 ist, und dass das Verhältnis zwischen Minimum und Maximum des dynamischen Elastizitätsmoduls 0,15/1,10 ist;
    Verformung unter Zusammendrücken etwa: 4,1 %;
    Zugfestigkeit etwa: 0,3 N/m;
    Bruchdehnung etwa: 60 %;
    Zerreißfestigkeit etwa: 3 N/mm.
  5. Schalldämmungskomplex nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass er auf der Oberfläche einen Bodenbelag (5) aufweist, der auf die Oberseite des/der starren Platte(n) geklebt ist, wobei der Bodenbelag eine Flöchenmasse von mindestens 10 kg/m2 hat.
  6. Schallddämmungskomplex nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass er eine Flächenmasse von mindestens 25 kg/m2 hat, wobei der schwimmende Boden eine Flächenmasse von mindestens 15kg/m2 hat.
  7. Schalldämmungskomplex nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kufen Maße von etwa 100 mm x 50 mm x 17 mm haben, und dass die Maße der Platte etwa 1250 mm x 800 mm x 22 mm betragen.
  8. Verfahren zum Herstellen eines Schalldämmungskomplexes, der einen Boden mit verbesserten Schalldämmungsleistungen bildet, wobei der Schalldämmungskomplex einen Bodenbelag (5) aufweist, der auf einem schwimmenden Boden befestigt ist, der auf einem Träger (3) (10) ruht, wobei der schwimmende Boden starre Platten (2) und Kufen (4), die im Wesentlichen elastisch sind, aufweist, bei dem man zum Erzielen des Schalldämmungskomplexes eines der vorhergehenden Ansprüche eine modulare Einheit der starren Platten (2), die mit einer Dichte zwischen 0,5 bis 6 vorgefertigt sind, wobei die Grenzwerte inbegriffen sind, Rand an Rand platziert, wobei die Platten Umfangsränder aufweisen, wobei die im Wesentlichen elastischen Kufen homogene einstückige Elemente sind, die auf der Unterseite der Platte mit Holzverkeilungen befestigt sind, die zwischen der Unterseite der Platte und jeder der Kufen angeordnet sind, wobei jede der Kufen eine im Wesentlichen parallelepipedische Form hat, dadurch gekennzeichnet, dass man ein Gesamtflächenauflageverhältnis Sta der Kufen auf dem Träger zur Gesamtfläche der Platte Stp, das heißt Sta/Stp umsetzt, das zwischen 0,03 und 0,08 liegt, und wobei die Holzverkellungen eine Stärke zwischen 19 und 25 mm haben, und Platten derart, dass mindestens einer der Umfangsränder jeder Platte ein Justiermittel des Rand-an-Rand-Positionierens zwischen Platten aufweist, wobei das Justiermittel einer von zwei ergänzenden Typen, nämlich Steckteil oder Buchsenteil, die ineinander eingreifen können, ist.
  9. Verfahren nach Anspruch 8, gekennzeichnet durch die Umkehrung der Kufe und der Verkeilung, das heißt das Einfügen der Kufe zwischen die Holzplatte und die Verkeilung, wobei die Verkeilung vorzugsweise an dem Träger befestigt ist.
  10. Verfahren nach Anspruch 8 oder 9, dadurch gekennzeichnet, dass der Schalldämmungskomplex in einem von Mauern umgebenen Raum ist, und dass man den Boden akustisch von den Wänden durch Umsetzen von Bändern aus einem federnden Werkstoff (6) entlang der Mauern zwischen dem Umfang des Schalldämmungskomplexes und den Mauern trennt.
  11. Verfahren nach Anspruch 8, 9 oder 10, dadurch gekennzeichnet, dass man ferner eine Schicht aus einem faserigen Isolierwerkstoff auf dem Träger anordnet, so dass der faserige Werkstoff zwischen den Kufen und dem Träger zusammengedrückt wird.
  12. Verfahren nach Anspruch 11, dadurch gekennzeichnet, dass jeder Werkstoff und elastische Träger den Last- und Starrheitsmerkmalen für den Werkstoff und den dynamischen Steifigkeitsmerkmalen für den elastischen Träger entspricht.
  13. Verfahren nach Anspruch 12 gekennzeichnet durch die Überlagerung von zwei schwimmenden Böden.
EP09305231A 2008-03-13 2009-03-12 Modularer Schalldämmungskomplex zur Herstellung eines Bodens mit verbesserten Schalldämmungseigenschaften, Herstellungsverfahren Active EP2101012B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09305231T PL2101012T3 (pl) 2008-03-13 2009-03-12 Modułowy system dźwiękoszczelny do wytwarzania podłogi o zwiększonej wydajności izolacji akustycznej i sposób wytwarzania

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0851641A FR2928675B1 (fr) 2008-03-13 2008-03-13 Complexe acoustique modulaire pour realisation d'un plancher a performances ameliorees d'isolation acoustique, procede de mise en oeuvre

Publications (2)

Publication Number Publication Date
EP2101012A1 EP2101012A1 (de) 2009-09-16
EP2101012B1 true EP2101012B1 (de) 2011-05-18

Family

ID=39870667

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09305231A Active EP2101012B1 (de) 2008-03-13 2009-03-12 Modularer Schalldämmungskomplex zur Herstellung eines Bodens mit verbesserten Schalldämmungseigenschaften, Herstellungsverfahren

Country Status (11)

Country Link
US (1) US8596003B2 (de)
EP (1) EP2101012B1 (de)
CN (1) CN102027175B (de)
AT (1) ATE510089T1 (de)
AU (1) AU2009232155B2 (de)
CA (1) CA2718487C (de)
DK (1) DK2101012T3 (de)
ES (1) ES2368851T3 (de)
FR (1) FR2928675B1 (de)
PL (1) PL2101012T3 (de)
WO (1) WO2009122068A1 (de)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102758488B (zh) * 2012-07-12 2013-05-15 振华集团（昆山）建设工程有限公司 全装修住宅室内隔音系统施工方法
DE102016004404A1 (de) * 2016-04-14 2017-10-19 Michael Schmitz Bodenbelagelement
CN106150020A (zh) * 2016-07-07 2016-11-23 东莞市清爽节能材料有限公司 一种利用流动砂浆粘贴地面砖的施工工艺
CN106284917A (zh) * 2016-08-04 2017-01-04 东莞市清爽节能材料有限公司 一种利用可流动的砂浆粘贴地面砖的施工工艺
CN106284953A (zh) * 2016-08-15 2017-01-04 东莞市清爽节能材料有限公司 一种利用可流动的砂浆粘贴地面砖的施工工艺
BE1025675B1 (nl) * 2017-10-31 2019-05-27 Cdm Nv Zwevende vloer
CN110145089B (zh) * 2019-04-29 2021-06-22 上海想象家科技股份有限公司 一种利用弹性体点状垫平、静音的地板铺设法
PL444185A1 (pl) * 2023-03-23 2024-09-30 Politechnika Krakowska im. Tadeusza Kościuszki Sposób wibroizolacji i wygłuszania podłóg drewnianych na stropie żelbetowym
PL249291B1 (pl) * 2023-03-23 2026-03-23 Politechnika Krakowska Im Tadeusza Kosciuszki Sposób wibroizolacji i wygłuszania podłóg betonowych na stropie żelbetowym

Family Cites Families (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE26239E (en) * 1967-07-18 Floor pad
BE433287A (de) *
US2115238A (en) * 1935-12-12 1938-04-26 Walter E Rutledge Soundproof building construction
US4316297A (en) * 1980-04-14 1982-02-23 Nissen Corporation Tumbling floor
US4879857A (en) * 1985-06-13 1989-11-14 Sport Floor Design, Inc. Resilient leveler and shock absorber for sport floor
JPH01137064A (ja) * 1987-11-20 1989-05-30 Bridgestone Corp 床仕上材
US4860516A (en) * 1988-01-15 1989-08-29 Koller Gregory V Portable cushioned floor system
GB9012368D0 (en) * 1990-06-02 1990-07-25 Mackenzie Robin K Floor construction
US5377471A (en) * 1992-03-25 1995-01-03 Robbins, Inc. Prefabricated sleeper for anchored and resilient hardwood floor system
US5369927A (en) * 1992-04-20 1994-12-06 Counihan; James Resilient floor system
JPH06146543A (ja) * 1992-11-11 1994-05-27 Onoda Cement Co Ltd 床構造
US5412917A (en) * 1993-10-14 1995-05-09 Shelton; Floyd Fixed resilient sleeper athletic flooring system
US5682724A (en) * 1995-09-21 1997-11-04 Connor/Aga Sports Flooring Corporation Resilient subfloor pad and flooring system employing such a pad
US6044606A (en) * 1997-08-15 2000-04-04 Horner Flooring, Inc. Floor system
US5778621A (en) * 1997-03-05 1998-07-14 Connor/Aga Sports Flooring Corporation Subflooring assembly for athletic playing surface and method of forming the same
US6055785A (en) * 1998-08-05 2000-05-02 Counihan; James Resilient flooring
US6115981A (en) * 1998-12-14 2000-09-12 Counihan; James Resilient flooring
US6158185A (en) * 1999-05-05 2000-12-12 Counihan; James Resilient flooring
US6230460B1 (en) * 2000-03-21 2001-05-15 Wesley Howard Huyett Resilient flooring system
US6557314B2 (en) * 2001-06-18 2003-05-06 Floyd Shelton Athletic flooring substructure
DE20200235U1 (de) * 2002-01-08 2003-05-15 Kronospan Ag, Menznau Bodenpaneel mit Schalldämmauftrag
CN1442591A (zh) * 2002-03-06 2003-09-17 佑进物产株式会社 基于多孔pvc板的地板覆盖件
US6883287B2 (en) * 2003-05-29 2005-04-26 Robbins, Inc. Panel-type subfloor assembly for anchored/resilient hardwood floor
US7908810B2 (en) * 2005-06-30 2011-03-22 United States Gypsum Company Corrugated steel deck system including acoustic features
US7735280B2 (en) * 2008-02-22 2010-06-15 Jim Louis Valentine Shock absorber for sports floor
US7832165B2 (en) * 2009-02-18 2010-11-16 Connor Sport Court International, Inc. Pocket assemblies for sports flooring sub-floor systems

Also Published As

Publication number Publication date
DK2101012T3 (da) 2011-09-12
EP2101012A1 (de) 2009-09-16
FR2928675B1 (fr) 2013-08-02
CA2718487C (fr) 2017-01-10
PL2101012T3 (pl) 2012-01-31
CN102027175B (zh) 2013-02-27
US8596003B2 (en) 2013-12-03
US20110107691A1 (en) 2011-05-12
ES2368851T3 (es) 2011-11-23
AU2009232155A1 (en) 2009-10-08
AU2009232155B2 (en) 2015-04-02
CA2718487A1 (fr) 2009-10-08
FR2928675A1 (fr) 2009-09-18
CN102027175A (zh) 2011-04-20
WO2009122068A1 (fr) 2009-10-08
ATE510089T1 (de) 2011-06-15

Similar Documents

Publication Publication Date Title
EP2101012B1 (de) Modularer Schalldämmungskomplex zur Herstellung eines Bodens mit verbesserten Schalldämmungseigenschaften, Herstellungsverfahren
EP2154313B1 (de) Vorrichtung zur akustischen Verbesserung für Unterschicht einer Verkleidung
CA2398262C (en) Impact sound insulation
EP2154311B1 (de) Verkleidungsplatte mit verbesserten akustischen Eigenschaften
US5766754A (en) Crack suppression and fracture resistant system
EP2435641B1 (de) System zur aussenisolierung von gebäuden
FR2989704A1 (fr) Elements de construction et construction de toiture
EP2225426B1 (de) System zur aussenisolierung von gebäuden
EP2525016A1 (de) Außenwand eines Gebäudes aus dichter Mineralwolle
FR2585748A1 (fr) Voile de renfort pour elements prefabriques de support et/ou d'isolation et/ou de revetement, elements prefabriques de ce type munis d'un voile de renfort, et procedes de pose d'un tel voile et de tels elements.
JP2005509771A (ja) 音響伝播を減衰するシステムおよび方法
FR2517728A1 (fr) Plaque ou dalle insonorisante prefabriquee, destinee notamment a la pose d'un carrelage, son procede de fabrication et ses applications
JP2008088801A5 (de)
FR2745021A1 (fr) Element modulaire composite de plancher et procede de fabrication d'un plancher
EP3426862B1 (de) Versiegelndes schallisolierendes system zur positionierung unter bodenfliesen
EP3559371A1 (de) Wickelbares schallschutzsystem zur positionierung unter bodenfliesen
EP0629756A1 (de) Verfahren zum Verlegen eines Parkettfussbodens und ein hergefertigtes Band zur Ausführung dieses Verfahrens
EP2412885A1 (de) Mehrstöckige Gebäudestruktur aus Holz
FR2831909A1 (fr) Plancher insonorise et procede de preparation de ce plancher
FR3040715A1 (fr) Panneau structurel en fibre de bois longue liee au ciment, revetu sur chaque face d'un treillis resistant
EP1898027A2 (de) Verfahren zur Herstellung und zur Verlegung eines Bodenbelags

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

17P Request for examination filed

Effective date: 20100121

17Q First examination report despatched

Effective date: 20100212

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: ATTIA, DANIEL

Owner name: ATTIA, PATRICK

RIN1 Information on inventor provided before grant (corrected)

Inventor name: ATTIA, DANIEL

Inventor name: ATTIA, PATRICK

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: SIBONY, SAMUEL

Owner name: ATTIA, PATRICK

Owner name: ATTIA, DANIEL

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SIBONY, SAMUEL

Inventor name: ATTIA, PATRICK

Inventor name: ATTIA, DANIEL

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602009001280

Country of ref document: DE

Effective date: 20110630

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110919

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110818

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: KIRKER & CIE S.A.

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2368851

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20111123

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110819

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110918

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20120221

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602009001280

Country of ref document: DE

Effective date: 20120221

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110818

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110518

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090312

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20190104

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20190205

Year of fee payment: 11

Ref country code: CH

Payment date: 20190123

Year of fee payment: 11

Ref country code: IE

Payment date: 20190104

Year of fee payment: 11

Ref country code: DE

Payment date: 20190110

Year of fee payment: 11

Ref country code: FR

Payment date: 20190104

Year of fee payment: 11

Ref country code: IT

Payment date: 20190311

Year of fee payment: 11

Ref country code: GB

Payment date: 20190104

Year of fee payment: 11

Ref country code: MC

Payment date: 20190129

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20190320

Year of fee payment: 11

Ref country code: DK

Payment date: 20190114

Year of fee payment: 11

Ref country code: AT

Payment date: 20190110

Year of fee payment: 11

Ref country code: BE

Payment date: 20190107

Year of fee payment: 11

Ref country code: SE

Payment date: 20190104

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20190404

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602009001280

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20200331

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20200401

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 510089

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200312

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20200331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200312

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200312

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200312

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200313

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201001

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20200312

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200312

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200331

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20210730

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200312

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200313

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200312