EP2998454A1 - 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
EP2998454A1
EP2998454A1 EP15182467.9A EP15182467A EP2998454A1 EP 2998454 A1 EP2998454 A1 EP 2998454A1 EP 15182467 A EP15182467 A EP 15182467A EP 2998454 A1 EP2998454 A1 EP 2998454A1
Authority
EP
European Patent Office
Prior art keywords
partition plate
web
building
flange
component 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
EP15182467.9A
Other languages
German (de)
English (en)
Other versions
EP2998454B1 (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 two parts of a building separated 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 includes a partition plate passing through a trough-shaped shell part, which is cast during the manufacture 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 component according to the invention for sound-absorbing, force-transmitting connection of a first building part with a second building part separated from the first building part by a joint in particular for sound-absorbing, force-transmitting connection of a staircase with a stair landing a arranged in the installed state in the joint partition plate, at least one in the installed state of the device in the first part of the building extending reinforcing element and at least one fixedly connected to the reinforcing element force 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 first part of the building part 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 second part of the building, preferably in a staircase. Web and flange of the L-profile-like trained power transmission element ensure the power transmission between the building parts.
  • the force transmission element is thus very well able to transmit the forces occurring between the first and second building part, in particular lateral forces.
  • the flange of the power transmission element rests flat against the partition plate, it closes off approximately with the surface of the concrete to be concreted first part of the building, in particular Treppenpodestes, which leads to an optimal support of the power transmission element to the first part of the building.
  • Web and flange of the power transmission element are both formed flat, but otherwise may have any shape.
  • the web and flange can have a rectangular, square, oval, circular or any other shape in a parallel projection of their respective major surfaces.
  • web and flange are rectangular in their parallel projection.
  • the web and the flange of the force transmission element are provided with substantially planar surfaces.
  • web and flange can have a square, rectangular, trapezoidal shape or, for example, also the shape of a parallelogram exhibit.
  • 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 component in the installed state of the component is in the first part of the building extending reinforcing element in the installed state completely enclosed by the first part of the building.
  • the partition plate between the two parts of the building 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 causes the web in the Substantially transversely to the parting line, ie usually horizontally in the second part of the building, for example, the staircase extends.
  • Such a horizontal arrangement can absorb the lateral forces occurring under load of the second building part most effectively.
  • 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 provide a sound insulation between the first and the second part of the building.
  • 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 extending into the second part of the building web of the power transmission element is at least partially, preferably provided in the region of its force-transmitting surface, with an elastomer layer, in particular covered. 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 second building part is at least partially encased with insulating material. In this way, the creation of sound bridges between the building parts is avoided and thus realized a good acoustic decoupling of the two parts of the building 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. In this way, an optimal sound insulation is realized on the force-transmitting surface of the power transmission element.
  • the flange is fixedly connected at its side facing away from the partition plate with the reinforcing element which extends into the first building part, in particular welded.
  • the flange of the power transmission element is securely anchored in the first part of the building and thus ensures a safe power transmission between the first and second part of the building.
  • 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 first building part.
  • a reinforcing rod is used for a stable anchoring of the power transmission element in the first part of the building.
  • Particularly preferred per force transmission element two, provided in the first part of the building 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 to the flange of the power transmission element at a portion of its circumference. Such a reinforcement section ensures a stable anchoring of the force transmission element in the first part of the building.
  • 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 is to be selected according to the force to be transmitted between the building parts.
  • the force transmission element is formed as a solid steel part, which means that on the one hand large forces between the first and second building part 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 web 6 protrudes on the second building part 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 extends Thus, from a first part of the building A (in the drawing right of the partition plate) through the partition plate 2 into a second building part 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 production of the second building part B of concrete, while the flange 5 of the power transmission element 4 and the reinforcing element 3 are enclosed in the production of the first building part 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 first building part A and the second building part 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-shaped sections 10 are welded to the flange 5 and to the reinforcing bar 9 and extend into the first building part A.
  • the flange 5 and the web 6 of in FIG. 2a shown power transmission element 4 enclose an angle of 90 ° with each other.
  • angle ⁇ 90 ° drawn.
  • the Web 6 has at its end facing away 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.
  • 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 second building part 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 first part of the building A from.
  • the flanges 5 of the two power transmission elements 4 are applied to the partition plate 2.
  • 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 first part of the building.
  • the reinforcing bar 9 thus connects the two power transmission elements 4, whereby they are common on the site and thus easier to handle.
  • the spiral sections cause an intensive anchoring of the power transmission elements 4 on the first building part 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 second building part 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 a first Building part A (in the drawing right of the partition plate) through the partition plate 2 through in a second building part 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 built-in State runs horizontally, connects several power transmission elements 4, making them together 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 first building part A, whereby the reinforcing bars 16 cause an intensive anchoring of the power transmission elements 4 in the first building part A after its completion.
  • the reinforcing bars 16 may, for example, be angled (FIG. 5a), linear (FIG. FIG. 5b ) or with curvature ( FIG. 5c ) protrude into the first part of the building A.

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  • 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)
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 true EP2998454A1 (fr) 2016-03-23
EP2998454B1 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)

Families Citing this family (2)

* 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
DE102020113637A1 (de) 2020-05-20 2021-11-25 Schöck Bauteile GmbH Verfahren zur liegenden Herstellung eines tragenden, vertikalen Betonfertigteils und tragendes, vertikales Betonfertigteil

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH659501A5 (en) * 1985-02-01 1987-01-30 Proceq Sa Sound-insulating support which can be prefabricated and is intended for supporting building parts
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
EP2481867A1 (fr) 2011-01-28 2012-08-01 SCHÖCK BAUTEILE GmbH Elément de montage dans des joints de séparation de bâtiments
EP2626479A2 (fr) 2012-02-07 2013-08-14 SCHÖCK BAUTEILE GmbH Élément de construction pour le montage dans des joints de dilatation de bâtiments

Family Cites Families (2)

* 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
CH670469A5 (fr) * 1986-08-21 1989-06-15 Egco Ag

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH659501A5 (en) * 1985-02-01 1987-01-30 Proceq Sa Sound-insulating support which can be prefabricated and is intended for supporting building parts
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
EP2481867A1 (fr) 2011-01-28 2012-08-01 SCHÖCK BAUTEILE GmbH Elément de montage dans des joints de séparation de bâtiments
EP2626479A2 (fr) 2012-02-07 2013-08-14 SCHÖCK BAUTEILE GmbH Élément de construction pour le montage dans des joints de dilatation de bâtiments

Also Published As

Publication number Publication date
SI2998454T1 (sl) 2017-07-31
PL2998454T3 (pl) 2017-08-31
EP2998454B1 (fr) 2017-04-26
DE102014113635A1 (de) 2016-03-24

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