EP2998454B1 - Dispositif destine a relier deux parties de batiment separees par un joint - Google Patents

Dispositif destine a relier deux parties de batiment separees par un joint Download PDF

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Publication number
EP2998454B1
EP2998454B1 EP15182467.9A EP15182467A EP2998454B1 EP 2998454 B1 EP2998454 B1 EP 2998454B1 EP 15182467 A EP15182467 A EP 15182467A EP 2998454 B1 EP2998454 B1 EP 2998454B1
Authority
EP
European Patent Office
Prior art keywords
web
structural element
flange
installed state
separating plate
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
EP15182467.9A
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German (de)
English (en)
Other versions
EP2998454A1 (fr
Inventor
Markus Heudorfer
Moritz Michel
Christian König
Maximilian Heyder
Christof FRANK
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.)
Max Frank GmbH and Co KG
Original Assignee
Max Frank GmbH and Co KG
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 Max Frank GmbH and Co KG filed Critical Max Frank GmbH and Co KG
Priority to SI201530062A priority Critical patent/SI2998454T1/sl
Priority to PL15182467T priority patent/PL2998454T3/pl
Publication of EP2998454A1 publication Critical patent/EP2998454A1/fr
Application granted granted Critical
Publication of EP2998454B1 publication Critical patent/EP2998454B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B1/74—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
    • E04B1/74—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
    • 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
    • E04F2011/0203—Miscellaneous features of stairways not otherwise provided for
    • E04F2011/0205—Stairways characterised by the use of specific materials for the supporting structure of the treads
    • E04F2011/021—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of stone or stone like materials, e.g. concrete; mainly of glass
    • E04F2011/0212—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of stone or stone like materials, e.g. concrete; mainly of glass mainly of concrete

Definitions

  • the present invention relates to a component for connecting a stair landing and a staircase separated from the staircase by a joint.
  • Components for connecting two separated by a joint building parts are used to create a force-absorbing connection between the building parts, which also ensures insulation, in particular sound insulation of the building parts against each other.
  • Such devices are e.g. used for connecting a landing with a staircase body.
  • a special role here plays the impact sound insulation.
  • the support element has a transverse force mandrel associated with one of the components and a receptacle for the transverse force mandrel assigned to the other component.
  • the transverse force mandrel can be introduced into the receptacle for producing a vertical connection transmitting active force.
  • a similar lateral force bearing is from the DE 197 39 446 A1 known.
  • the transverse force bearing has two massive head plates, which are arranged on both sides of an expansion joint. The top plates are connected to the projecting into the respective component reinforcement and thereby serve as a thrust bearing for the direct support of the concrete.
  • the EP 2 481 867 A1 shows a component which is arranged in the region of a parting line between a landing and a staircase body.
  • the Component contains a partition plate passing through a trough-shaped shell part, which is cast in the course of production of the building parts with concrete, whereby a force transmission element is formed.
  • the EP 2 626 479 A2 also shows a component for installation in the parting line between a stair landing and a staircase, in which a reinforcing element protrudes through an arranged in the parting line partition plate and at its projecting into the staircase end has a support member which after casting with concrete for anchoring in the Stair body serves.
  • the support has a support member which has substantially two sections.
  • An anchoring section is intended to be anchored in a building part, such as a ceiling slab.
  • a support section arrives on another part of the building, such as a load-bearing wall, for support.
  • an elastic bearing member is arranged, which receives the entire transmitted load.
  • the support section is provided with a cover, which serves as protection and lost formwork during installation. The support allows the sound and vibration insulating attachment of sound-exposed building parts, such as stair consoles, to the supporting structure.
  • the device according to the invention for sound-absorbing, force-transmitting connection of a stair landing with a staircase separated by a joint staircase comprises a mounted in the installed state in the joint partition plate, at least one in the installed state of the device in the stair landing extending reinforcement element and at least one fixed the reinforcing element connected power transmission element.
  • the power transmission element is designed L-profile-like.
  • the L-profile has a flat flange and a flat web.
  • the flange is arranged in the installed state on the side facing the staircase platform side of the partition plate, extending substantially parallel to the partition plate and lies flat against the partition plate.
  • the web forms an angle between 45 ° and 135 ° with the flange and penetrates the separating plate. It extends in the installed state in the stairwell.
  • the web and flange of the L-profile-like trained power transmission element ensure the power transmission between staircase and stair landing.
  • the power transmission element is thus very well able to transmit the forces occurring between the stair landing and the stairs, in particular lateral forces.
  • the interaction with the partition plate while a good soundproofing is achieved.
  • the flange of the power transmission element rests flat against the partition plate, it closes off approximately with the surface of the stair landing to be concreted off, which leads to an optimal support of the force transmission element on the stair landing.
  • Web and flange of the power transmission element are both formed flat, but otherwise may have any shape.
  • the web and flange can be rectangular in a parallel projection of their respective major surfaces. square, oval, circular or any other shape.
  • web and flange are rectangular in their parallel projection.
  • the web and the flange of the force transmission element are provided with substantially flat surfaces.
  • web and flange can have a square, rectangular, trapezoidal shape or, for example, also have the shape of a parallelogram.
  • the web can also be wedge-shaped, wedge-shaped or tapered at its end facing away from the flange in said sectional view.
  • center of gravity is familiar to the person skilled in the art.
  • the center of gravity of the web or the flange of the power transmission element is a plane which divides web or flange of the force transmission element into two halves of equal mass, the center of gravity plane does not intersect the two surfaces with the greatest extent of web or flange. In the case of a cuboid section, the center of gravity plane runs parallel to the two surfaces with the greatest extent of web or flange and is equidistant from these two planes.
  • the device in the installed state of the device is in the stair landing extending reinforcement element in the installed state completely enclosed by the stair landing.
  • the partition plate between the stairs and the landing in the installed state extends vertically, according to the usual joint profile between building parts.
  • the component can be used in a corresponding orientation, however, also for horizontally extending or inclined joints.
  • the web closes with the flange an angle between 75 ° and 105 °, preferably an angle between 85 ° and 95 °, more preferably an angle of about 90 °, which results in that the web substantially transversely to the parting line, that usually extends horizontally into the staircase body.
  • Such a horizontal arrangement can absorb the lateral forces occurring under load of the staircase most effective.
  • the partition plate is constructed in multiple layers, wherein at least one layer consists of an insulating material.
  • a partition plate is very well able to create a sound insulation between the landing and the stairs.
  • the partition plate is constructed as a composite plate having a middle soft insulating layer, which is on both sides of a solid plate, for example, plastic or mineral wool, preferably hard plastic, surrounded.
  • a middle soft insulating layer which is on both sides of a solid plate, for example, plastic or mineral wool, preferably hard plastic, surrounded.
  • Such a partition plate has both a good sound insulation and on the other hand, due to the construction well able to absorb forces. It can be easily handled on the construction site and is insensitive to damage.
  • the web of the force transmission element extending into the staircase is provided, in particular covered, with an elastomer layer, at least partially, preferably in the area of its force-transmitting surface. In this way, an optimal sound insulation is realized even in the force-transmitting surfaces of the power transmission element.
  • the power transmission element is preferably designed as a solid steel part in order to transmit large forces. Since steel is a very good acoustic conductor, it is advantageous if the web of the force transmission element extending into the staircase is at least partially encased with insulating material. In this way, the creation of sound bridges between the stair landing and the stairs is avoided and thus realized a good acoustic decoupling of stair landing and stairs on both sides of the parting line.
  • the elastomer layer covers in the installed state of the element from the top of the web of the power transmission element and the insulating material encases the bottom and the side surfaces of the web of the power transmission element. This way will be optimal Sound insulation realized on the force-transmitting surface of the power transmission element.
  • the flange is connected at its side facing away from the partition plate fixed to the Malawickende in the staircase reinforcing element, in particular welded.
  • the flange of the power transmission element is securely anchored in the stair landing and thus ensures a safe power transmission between the landing and the stairs.
  • the reinforcing element has a parallel to the partition wall extending, so preferably in the installed state horizontally oriented reinforcing rod.
  • a reinforcing rod can connect a plurality of juxtaposed force transmission elements together, so that in this way a device with multiple power transmission elements is easier to handle.
  • the reinforcing element has at least one reinforcing bar extending in a direction away from the separating plate into the stair landing.
  • a reinforcing rod is used for a stable anchoring of the power transmission element in the stair landing.
  • Particularly preferred per force transmission element two, provided in the stair landing reinforcing bars are provided. Both reinforcing rods are spaced from each other firmly connected to the flange of the respective power transmission element.
  • the reinforcing element has at least one circular or spiral reinforcing section.
  • the term "circular" also includes parts of a circle, such as a semicircle or a three-quarter circle.
  • the axis of the spiral preferably runs horizontally when installed.
  • the spiral does not have to form a complete 360 ° section. Rather, it may also be a spiral which, for example, rotates only 180 ° or 270 ° and thus forms a semicircle or a three-quarter circle in the projection in the direction of the spiral axis.
  • the circular or spiral reinforcing section is preferably welded at a portion of its circumference to the flange of the power transmission element. Such a reinforcement section ensures a stable anchoring of the force transmission element in the stair landing.
  • the reinforcing element and the force transmission element are preferably made of stainless steel.
  • the component includes a partition plate and a plurality of power transmission elements arranged in the installed state, in particular horizontally next to one another.
  • the power transmission elements should be arranged at a predetermined distance, which should be selected according to the force to be transmitted between stair landing and stairs. By providing a plurality of juxtaposed force transmission elements thus the power transmission can be adjusted according to the size of the connection area between the stair landing and the stairs.
  • the power transmission element is formed as a solid steel part, which means that on the one hand large forces between the stair landing and the stairs can be transmitted and on the other hand eliminates the risk of failure of the power transmission element due to notch effect, as in concrete force transmission elements according to EP 2 481 867 A1 can occur.
  • a solid steel part compensates for stress peaks on damaged surfaces due to the elasticity and material-specific flow behavior of steel.
  • the component 1 comprises a built-in state vertically extending partition plate 2, which is formed as a composite plate having an insulating layer 12 surrounded by two plastic plates 11, 13.
  • the partition plate 2 has a recess 14 formed by an L-shaped power transmission element 4 (see also Fig. 2a ) is interspersed.
  • the power transmission element 4 has a flange 5, which bears against the partition plate 2 and a partition plate passing through the web 6.
  • the bridge 6 protrudes on the staircase B facing Side of the partition plate 2 and forms the main bridge for the power transmission between the two sides of the partition plate 2 extending building parts A, B.
  • the web 6 of the power transmission element 4 thus extends from the landing A (in the drawing to the right of the partition plate) through the Separation plate 2 into the staircase B (left of the partition plate).
  • the protruding from the partition plate 2 region of the web 6 is surrounded on its underside and the side surfaces of an insulating material 8, while its force-transmitting surface is covered by an elastomer layer 7.
  • the building parts A, B are either created only after installation of the component 1 on site in concrete construction or the component is delivered to the construction site together with a prefabricated part of the building.
  • the component 1 with its partition plate 2 serves as a formwork part.
  • the web 6 of the power transmission element 4 is cast in the manufacture of the staircase B of concrete, while the flange 5 of the power transmission element 4 and the reinforcing element 3 are enclosed in the manufacture of the stair landing A of concrete.
  • the component 1 is thus anchored in the manufacture of the building parts A, B in this.
  • Both the flange 5 and the web 6 of the L-shaped power transmission element 4 are formed flat and made of solid steel, which enables the power transmission element 4 to transmit large occurring between the stair landing A and the staircase B forces.
  • a reinforcing element 3 On the side facing away from the partition plate 2 of the flange 5, a reinforcing element 3 is arranged, which has a horizontal reinforcing bar 9.
  • the reinforcing element 3 further comprises helical sections 10 made of reinforcing steel, which in connection with the FIG. 4 to be described in more detail.
  • the spiral sections 10 are welded to the flange 5 and to the reinforcing bar 9 and extend into the landing A landing.
  • the flange 5 and the web 6 of in FIG. 2a shown power transmission element 4 enclose an angle of 90 ° with each other.
  • the focal planes of flange 5 and web 6 and the of these included focal plane angles ⁇ 90 °.
  • the web 6 has at its end remote from the flange 5 a tapered taper.
  • FIG. 2b shows a variant of an existing solid steel, L-profile-like design power transmission element 4 with flat trained flange 5 and web 6.
  • the web 6 is slightly curved at its end facing away from the flange 5, wherein the curvature is oriented in the installed state down ,
  • the flange 5 and the web 6 of in FIG. 2b illustrated power transmission element 4 include an angle of approximately 80 ° with each other.
  • the center of gravity of flange 5 and web 6 as well as the enclosed by these focal planes angle ⁇ 80 ° drawn.
  • a plurality of horizontally juxtaposed force transmission elements 4 are provided, as shown in the Fig. 3 and 4 is shown.
  • Fig. 3 shows a perspective view of the component 1 from the staircase B, in which the webs 6 of the two power transmission elements 4 protrude.
  • the right in the drawing power transmission element 4 is fully assembled, ie surrounded by insulating material 8 and the elastomer layer 7, whereby the sound insulation, in particular impact sound insulation can be improved.
  • the web 6 and its force-transmitting surface 15 of the left power transmission element 4 are shown unclad for the sake of intuition.
  • Fig. 4 shows the device 1 from the landing A from.
  • the flanges 5 of the two power transmission elements 4 are applied to the partition plate 2.
  • a reinforcing element 3 On the side facing away from the partition plate 2 of the flanges 5, a reinforcing element 3 is arranged, which has a horizontal reinforcing bar 9.
  • the reinforcing element 3 further comprises spiral-shaped sections 10 made of reinforcing steel, which are welded with their ends to the flanges 5 of the two power transmission elements 4.
  • the spiral sections 10 are also welded to the reinforcing bar 9 and extend into the stair landing.
  • the reinforcing bar 9 thus connects the two power transmission elements 4, whereby These are common at the construction site and therefore easier to handle.
  • the spiral sections cause an intensive anchoring of the power transmission elements 4 on the landing A after its completion. If both parts of the building A, B made on site by concreting, the component 1, in particular the partition plate 2, serves as part of the formwork.
  • FIGS. 5a . 5b and 5c show variants of the component 1, whose components are essentially the in FIG. 1 shown component 1 correspond.
  • the component has in each case a vertically extending partition plate 2 in the installed state, which is formed as a composite plate having an insulating layer 12 surrounded by two plastic plates 11, 13.
  • the partition plate 2 has a recess 14 which is penetrated by an L-shaped force transmission element 4.
  • the power transmission element 4 has a flange 5, which bears against the partition plate 2 and a partition plate passing through the web 6. Both the flange 5 and the web 6 are flat and made of solid steel.
  • the web 6 protrudes on the side facing the staircase B side of the partition plate 2 and forms the main bridge for the power transmission between the two sides of the partition plate 2 extending building parts A, B.
  • the web 6 of the power transmission element 4 thus extends from the landing platform A. (in the drawing to the right of the partition plate) through the partition plate 2 into the staircase B (left of the partition plate).
  • the web 6 at its end remote from the flange 5 no tapered taper, but ends with a vertical surface in the installed state.
  • FIGS. 5a . 5b and 5c At the side facing away from the partition plate 2 of the flange 5, two mutually spaced reinforcing elements 3 are arranged, wherein in the sectional views of FIGS. 5a . 5b and 5c only one such reinforcing element is visible in each case.
  • the in all embodiments of the FIGS. 5a . 5b and 5c provided reinforcing bar 9, as in FIG. 4 shown in the installed state runs horizontally, connects a plurality of power transmission elements 4, whereby they are common at the site and thus easier to handle.
  • the reinforcing bars 16 are welded to the flange 5 and the reinforcing bar 9 and extend into the landing A, whereby the reinforcing bars 16 cause an intensive anchoring of the power transmission elements 4 in the landing A after its completion.
  • the reinforcing bars 16 for example, angled ( FIG. 5a ), linear ( FIG. 5b ) or with curvature ( FIG. 5c ) protrude into the landing platform A.

Landscapes

  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)
  • Steps, Ramps, And Handrails (AREA)

Claims (13)

  1. Élément de construction (1) pour une liaison insonorisante, à transmission de force d'un palier d'escalier (A) et d'un escalier (B) séparé du palier d'escalier (A) par un joint, comprenant une plaque de séparation (2) disposée à l'état monté dans le joint, au moins un élément d'armature (3) s'étendant à l'état monté dans le palier d'escalier (A) et au moins un élément de transmission de force (4) relié fermement à l'élément d'armature (3), l'élément de transmission de force (4) étant constitué comme un type de profilé en L, le profilé en L comportant une bride (5) constituée de façon plane et une âme (6) constituée de façon plane, l'âme (6) formant avec la bride (5) un angle se situant entre 45° et 135°,
    caractérisé en ce que
    la bride (5) est disposée à l'état monté sur un côté de la plaque de séparation (2), tourné vers le palier d'escalier (A), s'étend pour l'essentiel parallèlement à la plaque de séparation (2) et s'applique de façon plane à la plaque de séparation (2) et dans lequel l'âme (6) traverse la plaque de séparation (2) et s'étend à l'état monté dans l'escalier (B).
  2. Élément de construction selon la revendication 1, caractérisé en ce que la plaque de séparation (2) est disposée, à l'état monté, pour l'essentiel verticalement.
  3. Élément de construction selon l'une quelconque des revendications 1 ou 2, caractérisé en ce que l'âme (6) forme avec la bride (5) un angle se situant entre 75° et 105°, de préférence un angle entre 85° et 95°, de façon particulièrement préférée un angle d'environ 90°.
  4. Élément de construction selon l'une quelconque des revendications 1 à 3, caractérisé en ce que la plaque de séparation (2) est constituée en plusieurs couches (11, 12, 13), au moins une couche (12) étant constituée par une couche isolante.
  5. Élément de construction selon l'une quelconque des revendications 1 à 4, caractérisé en ce que l'âme (6) de l'élément de transmission de force (4) s'étendant dans l'escalier (B) est au moins dotée en partie d'une couche en élastomère (7).
  6. Élément de construction selon l'une quelconque des revendications 1 à 5, caractérisé en ce que l'âme (6) de l'élément de transmission de force (4) s'étendant dans l'escalier (B) est au moins en partie entourée d'un matériau isolant (8).
  7. Élément de construction selon la revendication 6, caractérisé en ce qu'à l'état monté la couche d'élastomère (7) couvre une surface (15) transmettant la force de l'âme (6) de l'élément de transmission de force (4) et le matériau isolant (8) enveloppe le côté inférieur et les surfaces latérales de l'âme (6) de l'élément de transmission de force (4).
  8. Élément de construction selon l'une quelconque des revendications 1 à 7, caractérisé en ce que la bride (5) sur son côté opposé à la plaque de séparation (2) est reliée, en particulier soudée, à l'élément d'armature (3).
  9. Élément de construction selon l'une quelconque des revendications 1 à 8, caractérisé en ce que l'élément d'armature (3) comporte une barre d'armature (9) passant horizontalement à l'état monté.
  10. Élément de construction selon l'une quelconque des revendications 1 à 9, caractérisé en ce que l'élément d'armature (3) comporte au moins une barre d'armature (16) s'étendant dans une direction depuis la plaque de séparation (12) dans le palier d'escalier (A).
  11. Élément de construction selon l'une quelconque des revendications 1 à 10, caractérisé en ce que l'élément d'armature (3) comporte au moins un fil d'armature (10) passant en forme de spirale, l'axe de la spirale passant horizontalement à l'état monté.
  12. Élément de construction selon l'une quelconque des revendications 1 à 11, caractérisé en ce que l'élément de construction f comporte une plaque de séparation (2) et plusieurs éléments de transmission de force (4) disposés horizontalement les uns à côté des autres à l'état monté.
  13. Élément de construction selon l'une quelconque des revendications 1 à 12, caractérisé en ce que l'élément de transmission de force (4) est constitué comme pièce d'acier massive.
EP15182467.9A 2014-09-22 2015-08-26 Dispositif destine a relier deux parties de batiment separees par un joint Active EP2998454B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI201530062A SI2998454T1 (sl) 2014-09-22 2015-08-26 Gradbeni element za povezavo dveh s fugo ločenih delov zgradbe
PL15182467T PL2998454T3 (pl) 2014-09-22 2015-08-26 Budowlany element do łączenia dwóch części budynku oddzielonych szczeliną

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102014113635.7A DE102014113635A1 (de) 2014-09-22 2014-09-22 Bauelement zum Verbinden von zwei durch eine Fuge getrennten Gebäudeteilen

Publications (2)

Publication Number Publication Date
EP2998454A1 EP2998454A1 (fr) 2016-03-23
EP2998454B1 true EP2998454B1 (fr) 2017-04-26

Family

ID=54010933

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15182467.9A Active EP2998454B1 (fr) 2014-09-22 2015-08-26 Dispositif destine a relier deux parties de batiment separees par un joint

Country Status (4)

Country Link
EP (1) EP2998454B1 (fr)
DE (1) DE102014113635A1 (fr)
PL (1) PL2998454T3 (fr)
SI (1) SI2998454T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020113637A1 (de) 2020-05-20 2021-11-25 Schöck Bauteile GmbH Verfahren zur liegenden Herstellung eines tragenden, vertikalen Betonfertigteils und tragendes, vertikales Betonfertigteil

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202019101598U1 (de) * 2018-06-25 2019-09-27 Hartmann Hauke In einem Gebäude eingebaute Treppe, mit Granulat gefülltes Element, Treppe zum Einbau in ein Gebäude, Stufenelement und in einem Gebäude eingebaute Einzelstufe

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2435998A (en) * 1943-03-31 1948-02-17 Porete Mfg Company Composite prestressed concrete beam and slab structure
CH659501A5 (en) * 1985-02-01 1987-01-30 Proceq Sa Sound-insulating support which can be prefabricated and is intended for supporting building parts
CH670469A5 (fr) * 1986-08-21 1989-06-15 Egco Ag
DE4409477A1 (de) * 1994-03-19 1995-09-21 Schoeck Bauteile Gmbh Trittschalldämmendes Auflagerelement
DE19739446A1 (de) * 1997-09-02 1999-03-11 Kahneisen Ges Mbh Deutsche Querkraftlager
DE102011009762A1 (de) 2011-01-28 2012-08-02 Schöck Bauteile GmbH Bauelement zum Einbau in Trennfugen von Gebäuden
DE102012002168A1 (de) 2012-02-07 2013-08-08 Schöck Bauteile GmbH Bauelement zum Einbau in Trennfugen von Gebäuden

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020113637A1 (de) 2020-05-20 2021-11-25 Schöck Bauteile GmbH Verfahren zur liegenden Herstellung eines tragenden, vertikalen Betonfertigteils und tragendes, vertikales Betonfertigteil

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Publication number Publication date
DE102014113635A1 (de) 2016-03-24
EP2998454A1 (fr) 2016-03-23
PL2998454T3 (pl) 2017-08-31
SI2998454T1 (sl) 2017-07-31

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