EP0733751A1 - Plaque à joints - Google Patents

Plaque à joints Download PDF

Info

Publication number
EP0733751A1
EP0733751A1 EP96100297A EP96100297A EP0733751A1 EP 0733751 A1 EP0733751 A1 EP 0733751A1 EP 96100297 A EP96100297 A EP 96100297A EP 96100297 A EP96100297 A EP 96100297A EP 0733751 A1 EP0733751 A1 EP 0733751A1
Authority
EP
European Patent Office
Prior art keywords
joint plate
sleeve
opening
projection
plate according
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.)
Granted
Application number
EP96100297A
Other languages
German (de)
English (en)
Other versions
EP0733751B1 (fr
Inventor
Michael Bähr
Armin Schumacher
Thomas Edelmann
Oliver Wagner
Eckart Luz
Claudia Liebich
Heike Roth
Gerhard Trunz
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
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 Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP0733751A1 publication Critical patent/EP0733751A1/fr
Application granted granted Critical
Publication of EP0733751B1 publication Critical patent/EP0733751B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • 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
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • 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
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/94—Protection against other undesired influences or dangers against fire
    • E04B1/948—Fire-proof sealings or joints
    • 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
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure

Definitions

  • the invention relates to a joint plate for, in particular, sound-insulating spacing of components such as stairs, walls and the like, which are connected to one another via projections, wherein at least one opening is provided in the joint plate for the passage of one component and into a corresponding recess in the other component extending projection.
  • Joint plates of this type are installed, for example, between stairs and stair landings in order to prevent impact sound transmission between the two components.
  • the joint plate made of, in particular, plastic flexible foam or other sound insulation material must have openings for the passage of the projections, which - depending on the material - can already be cut out of the joint plate by the manufacturer or only at the construction site.
  • the present invention has for its object to improve the joint plate of the type described and to open it up for other applications. At the same time, it should be easy to use.
  • the opening of the joint plate is larger than the cross section of the projection, that a sleeve is arranged in the opening, which adjoins the joint plate, that this sleeve has a push-through opening for the projection, the size of which is approximately corresponds to the cross section of the projection, and that the sleeve is made of fire-retardant material.
  • the spacing of the projection and joint plate due to the sleeve according to the invention results in the advantage that in the event of a fire in the region of the joint, the projections are still reliably protected against fire and heat when the joint plate itself has already been destroyed.
  • the function of the protrusions for example the lateral force bearing of the two adjacent components, is reliably guaranteed, while in the prior art the unprotected protrusions are destroyed and therefore usually not only the storage but also the adjacent components must be replaced.
  • the present invention allows the fire protection area to be limited to the area around the projections and the area of the remaining joint plate only with a view to optimal ones Select sound insulation properties, for what purpose, for example Soft plastic foam recommends. In this way, costs and processing effort can be saved, since the proportion of the expensive and difficult to handle fire protection material is drastically reduced, while the soundproofing properties of the joint plate are retained.
  • the sleeve be glued to the joint plate, which can be done on the one hand by gluing the respective abutting edges or on the other hand with the aid of adhesive strips which are applied laterally to the transition areas between the joint plate and the sleeve arranged flush with it.
  • the sleeve can, however, also be welded into the joint plate or be connected in one piece with it in any way, in which case a seamless connection of both elements is recommended in order not to impair the sound insulation properties.
  • the joint plate also acts as a lost formwork element, namely if one of the adjacent components is made of in-situ concrete. If the sleeve were only spaced from the joint plate in some areas, there would be the possibility that liquid concrete would flow into these gaps and create a sound connection between the two adjacent components.
  • the sleeve can be made somewhat thinner than the joint plate in order to create an air gap for sound insulation; optimal sound insulation is achieved, in particular, if the fire-retardant material of the cuff itself has good sound insulation properties and is, for example, softly elastic, for which fire-resistant mineral wool is particularly recommended.
  • the joint plates In addition to the possibility of manufacturing the joint plate with a sleeve by the manufacturer and thus automatically, the joint plates then having to be positioned on the construction site so that the prefabricated openings come to lie in the area of the projections, the openings can be cut out and the sleeves inserted of course, only take place at the construction site, so that the joint plate can be positioned freely without having to take into account prefabricated openings. So that such a construction-side production of the openings does not lead to a loss of quality of the joint plate, it is particularly advantageous if the joint plate has predetermined breaking points in the form of lines weakened cross-section for the production of openings adapted to the position of the projections.
  • the opening which fits the size and position of the respective projection can be selected and separated from the predetermined breaking points which are expediently distributed in a grid-like manner over the surface of the joint plate.
  • the other predetermined breaking points remain unused, so that the sound insulation properties are not impaired.
  • the joint plate in the upper, lower and / or lateral border area of the adjacent components has a supernatant. This protrusion thus replaces any insulation strips that would otherwise have to be used for sound decoupling of the elements to be applied, or facilitates the connection of further insulation materials.
  • a joint plate 2 lies flat.
  • This joint plate 2 has a rectangular opening 3, into which a sleeve 4 made of fire-retardant material is molded.
  • This sleeve lies with its peripheral edges flush against the opening edges of the joint plate 2, so that both parts form a continuous flat surface.
  • a push-through opening 5 is provided, through which a transverse force mandrel 6 extending from the stair component 1 extends.
  • This shear force mandrel 6 consists of a metal rectangular profile and is concreted into the stair component 1 or inserted into a recess (sleeve) concreted into the stair component, while its protruding end, after passing through the passage opening 5, is used for anchoring in a corresponding recess of the stair platform, not shown, so that the mandrel transfers lateral forces from the stair component to the stair landing.
  • the size of the passage opening 5 is expediently chosen to be a few millimeters smaller than the cross section of the transverse force mandrel 6, as a result of which an all-round tight system is ensured along the circumference and thereby the transverse force mandrel is reliably protected by the fire-retardant material.
  • Figure 2 shows the same joint plate without transverse force mandrel.
  • a recess 7 is provided in the stair component, which is arranged congruently behind the passage opening 5 and into which the transverse force mandrel is then inserted.
  • FIG. 3 shows a joint plate 22 with two sleeves 241 and 242.
  • the provision of two sleeves in a joint plate is relevant in such cases when standardized components with predetermined positions are used for the projections.
  • Both sleeves 241 and 242 in turn have two rectangular through openings 251 and 252 and are connected without gaps to the joint plate 22 surrounding them.
  • FIG. 4 shows a joint plate 32 in the installed state between a stair component 31 and an adjoining stair platform 38.
  • at least one sleeve 34 is formed in the joint plate 32 with a push-through opening 35 through which a transverse force mandrel 36 extends from the stair landing 38 into the adjacent stair component 31.
  • the mandrel is sound-absorbing in a sleeve in the stair component 31.
  • the joint plate 32 is formed with an upper and lower overhang which extends over the adjacent area of the stair component and the stair landing.
  • the layers applied to the stair landing such as screed, floor covering, insulation and the like, are also decoupled from the neighboring stair component 31 in terms of sound technology.
  • the present invention has the advantage that the projections are protected even in emergencies such as fires or the like and can safely perform their corresponding function while at the same time reducing the cost and labor involved in processing and assembling the joint plate.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
  • Table Devices Or Equipment (AREA)
  • Building Environments (AREA)
  • Steps, Ramps, And Handrails (AREA)
EP96100297A 1995-03-24 1996-01-11 Plaque à joints Expired - Lifetime EP0733751B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29504707U 1995-03-24
DE29504707U DE29504707U1 (de) 1995-03-24 1995-03-24 Fugenplatte

Publications (2)

Publication Number Publication Date
EP0733751A1 true EP0733751A1 (fr) 1996-09-25
EP0733751B1 EP0733751B1 (fr) 2000-05-10

Family

ID=8005595

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96100297A Expired - Lifetime EP0733751B1 (fr) 1995-03-24 1996-01-11 Plaque à joints

Country Status (3)

Country Link
EP (1) EP0733751B1 (fr)
AT (1) ATE192808T1 (fr)
DE (3) DE29504707U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109025291A (zh) * 2018-07-25 2018-12-18 中国十七冶集团有限公司 一种分离式预制楼梯的施工方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29504707U1 (de) * 1995-03-24 1995-05-04 Schöck Bauteile GmbH, 76534 Baden-Baden Fugenplatte
DE19600035C2 (de) * 1996-01-02 1999-05-12 Mea Meisinger Stahl & Kunststo Verbindungseinrichtung zur Montage eines getragenen Gebäudeteils an ein tragendes Gebäudeteil
DE102005040170A1 (de) 2005-08-25 2007-03-01 Schöck Bauteile GmbH Bauelement zur Wärme- und/oder Schalldämmung
DE102013100356A1 (de) * 2013-01-14 2014-07-17 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil
NO337777B1 (no) * 2014-03-03 2016-06-20 Svein Berg Holding As En jordskjelvbestandig bygningsforbindelse og et jordskjelvbestandig trappesystem.

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3408556A1 (de) * 1984-03-08 1985-09-12 Eberhard Ing.(grad.) 7570 Baden-Baden Schöck Trennelement fuer betonplatten
EP0116557B1 (fr) * 1982-05-03 1986-08-27 Vm Permaban Ab Procede de positionnement de joint de dilatation lors de la coulee d'une dalle de beton
US4834576A (en) * 1987-12-24 1989-05-30 Settimio Argento Expansion joint and form for concrete floors

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3531441C2 (de) * 1985-09-03 1996-06-13 Eberhard Schoeck Konsolelement zur Übertragung vertikaler Kräfte in Gebäuden
DE8621595U1 (de) * 1986-08-12 1986-10-23 GLT Gleit- und Lagertechnik GmbH, 5620 Velbert Treppenlager
DE3744016C2 (de) * 1987-12-24 1996-06-20 Schoeck Bauteile Gmbh Fugenplatte für Trennfugen an Gebäuden
DE4204084C1 (en) * 1992-02-12 1993-05-27 Dieter Dipl.-Ing. 4400 Muenster-Nienberge De Prior Arrangement for damping sound of steps in stairwell - includes steel rails having L=shaped oscillating damping members
DE4211762A1 (de) * 1992-04-08 1993-10-14 Chemie Linz Deutschland Intumeszierende, schwerbrennbare oder nichtbrennbare Schaumstoffprofile
DE4319632A1 (de) * 1993-05-06 1994-11-10 Ewald Wachsmann Auflagerelement für Bauelemente
DE9310222U1 (de) * 1993-07-09 1994-11-10 Illbruck Gmbh, 51381 Leverkusen Fugen-Brandschutzelement
DE4409477A1 (de) * 1994-03-19 1995-09-21 Schoeck Bauteile Gmbh Trittschalldämmendes Auflagerelement
DE4429605A1 (de) * 1994-08-20 1996-02-22 Schoeck Bauteile Gmbh Trittschalldämmendes Auflagerelement
DE29504707U1 (de) * 1995-03-24 1995-05-04 Schöck Bauteile GmbH, 76534 Baden-Baden Fugenplatte

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0116557B1 (fr) * 1982-05-03 1986-08-27 Vm Permaban Ab Procede de positionnement de joint de dilatation lors de la coulee d'une dalle de beton
DE3408556A1 (de) * 1984-03-08 1985-09-12 Eberhard Ing.(grad.) 7570 Baden-Baden Schöck Trennelement fuer betonplatten
US4834576A (en) * 1987-12-24 1989-05-30 Settimio Argento Expansion joint and form for concrete floors

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109025291A (zh) * 2018-07-25 2018-12-18 中国十七冶集团有限公司 一种分离式预制楼梯的施工方法

Also Published As

Publication number Publication date
DE59605157D1 (de) 2000-06-15
ATE192808T1 (de) 2000-05-15
DE29504707U1 (de) 1995-05-04
EP0733751B1 (fr) 2000-05-10
DE29605209U1 (de) 1996-05-15

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