EP3144439A1 - Dalle, en particulier dalle de plafond ou de sol pour une construction - Google Patents

Dalle, en particulier dalle de plafond ou de sol pour une construction Download PDF

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Publication number
EP3144439A1
EP3144439A1 EP16189872.1A EP16189872A EP3144439A1 EP 3144439 A1 EP3144439 A1 EP 3144439A1 EP 16189872 A EP16189872 A EP 16189872A EP 3144439 A1 EP3144439 A1 EP 3144439A1
Authority
EP
European Patent Office
Prior art keywords
plate according
web
elements
concrete slab
system bottom
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
EP16189872.1A
Other languages
German (de)
English (en)
Other versions
EP3144439B1 (fr
EP3144439C0 (fr
Inventor
Michael OLIPITZ
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.)
SDO ZT GmbH
Original Assignee
Franz Oberndorfer 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 Franz Oberndorfer GmbH and Co KG filed Critical Franz Oberndorfer GmbH and Co KG
Priority to HRP20231055TT priority Critical patent/HRP20231055T1/hr
Publication of EP3144439A1 publication Critical patent/EP3144439A1/fr
Application granted granted Critical
Publication of EP3144439B1 publication Critical patent/EP3144439B1/fr
Publication of EP3144439C0 publication Critical patent/EP3144439C0/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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/06—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material the elements being prestressed
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance, i.e. of essentially one-dimensional [1D] or two-dimensional [2D] extent
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/02044—Separate elements for fastening to an underlayer
    • E04F2015/02105—Separate elements for fastening to an underlayer without load-supporting elongated furring elements between the flooring elements and the underlayer
    • E04F2015/02127—Separate elements for fastening to an underlayer without load-supporting elongated furring elements between the flooring elements and the underlayer adjustable perpendicular to the underlayer

Definitions

  • the invention relates to a plate, in particular floor or ceiling slab for a building, with a prestressed concrete slab and at least one therein partially embedded profile beam with a web and at least one flange.
  • prestressed concrete slabs which are commonly referred to as prestressed concrete slabs, has the advantage that the load capacity of the slabs is equal to or higher with less slab thickness and thus weight, which not only positively affects the weight of the slabs themselves, but also also on the overall structure or the total weight of the building.
  • profile carrier which are concreted with its web in the prestressed concrete slab, and which serve at the same time as a support for the system floor or corresponding system floor elements.
  • This profile support serve on the one hand as a support for the system floor and on the other hand in conjunction with the concrete slab to increase the strength of the plate, although it is undesirable to initiate the bias of the prestressed concrete slab in the profile beam or relocate the biasing forces in the steel.
  • the invention is therefore based on the object to solve this problem.
  • the profile carriers used in the invention are known per se in the prior art and are referred to as corrugated web carrier, wherein the corrugated web in the known carriers but essentially serves to increase the buckling stiffness of the web.
  • this profiling is used to stabilize the upper flange or flange and at the same time in the longitudinal direction of the profile of the prestressed concrete slab in the web introduced tensile or compressive forces to compensate, since the bridge these forces similar to a bellows without any problems due to change in shape can compensate without introducing it into the upper flange or flange.
  • the plate according to the invention is preferably tensioned only uniaxially, may e.g. be supplied by Ortbetoner commercial Institute but also a biaxial bearing effect.
  • the profiling need not extend in the invention over the entire length of the profile carrier, although this is preferred.
  • the profiling can have a variety of shapes, such as a waveform, trapezoidal shape or the like.
  • the profiling does not extend into the prestressed concrete slab, it is preferred for both load-technical and manufacturing reasons, if the entire web has a continuous profiling.
  • connecting means for improved anchoring of the slat in the concrete slab are arranged in the region of the sections of the slab received in the concrete slab.
  • These connecting means may be, for example, longitudinally or transversely to the web extending reinforcing elements, which are either cohesively, for example, welded, or form-fitting, For example, through corresponding holes in the web, are connected to this.
  • recesses may be provided in the webs, which are arranged outside or above the concrete slab through which the installation cables can be laid.
  • the recesses can basically take any shape, but are preferably rectangular, trapezoidal or round.
  • the recesses may in preferred embodiments of the invention also extend into the concrete slab and in particular be open to the recorded in the concrete slab edge of the web, which simplifies the production of the recesses.
  • the flange and the web are preferably made of different parts, which are welded together, as this offers the possibility of optimizing both the flange and the web in terms of weight and strength for themselves and then to connect together, for example to weld ,
  • a system floor can be placed, which extends over the entire area of the plate according to the invention or only over partial areas thereof. It is preferred if the width of the system floor elements substantially corresponds to the distance between two profile carriers and the length of the plate is substantially the same size, at most twice the width. The advantage of this dimensioning is that That the system floor elements during installation work can be easily removed and replaced.
  • damping elements can be placed between the flanges and the system floor or the system floor elements, as is known per se.
  • damping elements can be placed between the flanges and the system floor or the system floor elements, as is known per se.
  • a saving can be achieved in the invention in the above-mentioned dimensioning of the system floor elements only discrete damping elements required, which must be present only in the region of the abutting corners of the system floor elements, which in comparison to continuous damping elements.
  • damping elements are arranged, also spacer elements inserted or height-adjustable adjusting elements are used, if necessary or desirable for a level adjustment of the system floor elements.
  • Fig. 1 shows a plate 1 according to the invention, which is essentially constructed of a prestressed concrete slab 2 or prestressed concrete slab and profile beams 3, wherein in the illustrated embodiment, four profile support 3 are provided. More or less profiled beams are of course possible, wherein the concrete slab in the illustrated embodiment, for example, a width of 2.4 m and the profile support 3 have a distance of 60 cm from each other.
  • the length of the concrete slab 2 is arbitrary within the scope of the technical possibilities and may, for example, be up to 8 m or 16 m long. Since the person skilled in the principle of the construction of a prestressed concrete slab is known, this will not be described in detail. For the same reason, the clamping elements or the reinforcement of the concrete slab 2 are not shown.
  • the profiled supports 3 are in the illustrated embodiment substantially T-profiles with a web 4 and a flange 5.
  • the web 4 is partially concreted into the concrete slab 2, wherein the flange 5 opposite end of the web 4 from the opposite surface of the concrete slab 2 has a distance.
  • the web 4 has a profiling, which, for example, as in Fig. 6 can be wavy, with the profiling extending transversely to the longitudinal extent of the profile carrier 3, as well as in Fig. 2 drawn lines 6 can be removed. Other profile shapes than wavy, for example trapezoidal, are also possible.
  • the profile carrier 3 are preferably made of steel, but may also consist of other materials or composite materials.
  • the web 4 has trapezoidal recesses 7, wherein the recesses 7 are arranged so that they are partly outside or above the concrete slab 2 and the edge 8 of the web 4 are open, so that the recesses 7 extend into the concrete slab 2.
  • trapezoidal sections 9, which are received in the concrete slab 2 openings 10 are attached.
  • connecting means can be inserted, which may be, for example, reinforcing elements, pins, headed bolts or the like, which if necessary firmly connected to the web 4, for example, welded, may be.
  • further connecting means may be provided which, for example, in the longitudinal direction of the profile beam 3 extending rods, for example made of Torstahl, which are fixedly connected to the sections 9, for example, welded, are.
  • the length of these rods may be relatively short, but may also correspond to the length of the profile carrier 3.
  • recesses 7 are provided, there is an easy way to lay both in the longitudinal direction of the profile carrier 3 and transversely to these installation cables. Since the effect of the corrugated webs 4 according to the invention consists in introducing stresses from the concrete slab 2 as far as possible into the profiled carrier 3 and in particular its flange 5, the recesses 7 not only have no negative effect, but additionally support this function.
  • Fig. 3 It is shown how two panels 1 according to the invention can be installed abutting one another at their longitudinal edges 11, 12, the space between these spanning system floor elements 13 being placed on the profile supports 3.
  • the system floor elements 13 can be produced as known per se from the prior art and consist, for example, of lightweight concrete.
  • damping elements 14 are provided. These damping elements 14 may extend over the entire length of the profile carrier 3. Alternatively and preferred in the invention, however, when discrete damping elements 14 are used, which are arranged spaced apart from each other at defined intervals on the flanges 5, which enables a related material savings.
  • system bottom elements 13 are preferred, which are about the same length as wide, so are substantially square.
  • system floor elements 13 which are shorter or longer than their width (for example, the distance between two profiled supports 3 and whose length is in particular an integer multiple of the width.
  • the advantage of the preferred dimension of the system floor elements 13, as described above, is ease of installation and also ease of removal when access to existing or relocation of new installations in the space below the system floor elements 13 is required.
  • the discrete damping elements 14 are preferably arranged in the corner regions of the system bottom elements 13, wherein all adjacent to each other System bottom elements 13 rest on a single damping element 14 and adjusting element 15.
  • Fig. 4 and 5 an embodiment of the invention is shown in which in addition to the damping elements 14 adjustment elements 15 are used, which are placed on the damping elements 14.
  • These adjusting elements 15 consist in the illustrated embodiment of a base plate 16 with a threaded rod 17, on which a sleeve 18 is screwed.
  • a sleeve 18 is screwed.
  • At the end of the foot plate 16 adjacent the sleeve 18 has a flange 19, on which a plate 20 is supported.
  • the plate elements 13 have in their corner areas circular sector-shaped cutouts 21, in which on the one hand the sleeve 18 is received and by which on the other an access from above is created to make the height adjustment by means of the adjusting elements 15 when the plate elements 13 already placed are.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Floor Finish (AREA)
  • Rod-Shaped Construction Members (AREA)
EP16189872.1A 2015-09-21 2016-09-21 Dalle, en particulier dalle de plafond ou de sol pour une construction Active EP3144439B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20231055TT HRP20231055T1 (hr) 2015-09-21 2016-09-21 Ploča, posebice podna ili stropna ploča za građevinsku konstrukciju

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA617/2015A AT517824B1 (de) 2015-09-21 2015-09-21 Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk

Publications (3)

Publication Number Publication Date
EP3144439A1 true EP3144439A1 (fr) 2017-03-22
EP3144439B1 EP3144439B1 (fr) 2023-06-07
EP3144439C0 EP3144439C0 (fr) 2023-06-07

Family

ID=56979465

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16189872.1A Active EP3144439B1 (fr) 2015-09-21 2016-09-21 Dalle, en particulier dalle de plafond ou de sol pour une construction

Country Status (6)

Country Link
EP (1) EP3144439B1 (fr)
AT (1) AT517824B1 (fr)
ES (1) ES2954862T3 (fr)
HR (1) HRP20231055T1 (fr)
HU (1) HUE063142T2 (fr)
PL (1) PL3144439T3 (fr)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3738524A1 (de) * 1987-11-13 1989-05-24 Gernot Wolperding Verbundtraeger mit stahlsteg
EP0369914A1 (fr) * 1988-11-16 1990-05-23 Centre D'etudes Techniques De L'equipement De L'est Procédé de solidarisation d'une masse de matière à un support fonctionnel et dispositifs ainsi obtenus
WO1995020073A1 (fr) * 1994-01-21 1995-07-27 Bettigole Neal H Passerelle exodermique amelioree
GB2292957A (en) * 1992-06-08 1996-03-13 Huang Chien Teh Panel supporting pedestal for modular access floor unit
DE20206230U1 (de) * 2002-02-05 2002-07-04 Weiss-Ausbausysteme GmbH, 73527 Schwäbisch Gmünd Hohlboden mit Brandschutz
US20030097806A1 (en) * 1996-03-05 2003-05-29 Brown John G. Inner accessible commutering enterprise structure interfaced with one or more workplace, vehicle or home commutering stations

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT25309B (de) * 1903-08-28 1906-08-10 Theodor Franke <IMAGE>-Eisen mit wellenförmigem Steg als Einlage für Betonkonstruktionen.
GB504146A (en) * 1938-01-27 1939-04-20 Budd Edward G Mfg Co Improvements in or relating to composite sheet metal structures and methods of fabricating the same
DE1004790B (de) * 1954-04-22 1957-03-21 Hanns Hess Vollwandtraeger mit hoelzernen Gurtbohlen und quer zur Laengsachse gewelltem oder gefaltetem Steg
GB937440A (en) * 1960-04-07 1963-09-18 United Steel Companies Ltd Improvements relating to metal members for use in composite structural parts of concrete and metal
CH551599A (de) * 1971-07-06 1974-07-15 Tschudin Hans Rudolf Gebaeude mit einer anlage zum belueften bewohnter raeume.
US4115971A (en) * 1977-08-12 1978-09-26 Varga I Steven Sawtooth composite girder
DE2929350A1 (de) * 1979-07-20 1981-02-12 Ulrich Dipl Ing Fiergolla Verbundtraeger fuer gebaeudedecken
DE3019744A1 (de) * 1980-05-23 1981-12-03 Ulrich Dipl.-Ing. 4992 Espelkamp Fiergolla Verbundtraeger in montagebauweise als biegesteife verbindung vorgefertigter deckenplatten
BE889795A (fr) * 1981-07-29 1981-11-16 Smal Freddy Procede de fabrication d'une poutre preflechie, dont la poutre de base est une poutre mixte beton-acier, et poutre preflechie ainsi realisee.
DE10035935A1 (de) * 2000-07-21 2002-01-31 Sueba Bau Ag Flächiges Betonfertigteil

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3738524A1 (de) * 1987-11-13 1989-05-24 Gernot Wolperding Verbundtraeger mit stahlsteg
EP0369914A1 (fr) * 1988-11-16 1990-05-23 Centre D'etudes Techniques De L'equipement De L'est Procédé de solidarisation d'une masse de matière à un support fonctionnel et dispositifs ainsi obtenus
GB2292957A (en) * 1992-06-08 1996-03-13 Huang Chien Teh Panel supporting pedestal for modular access floor unit
WO1995020073A1 (fr) * 1994-01-21 1995-07-27 Bettigole Neal H Passerelle exodermique amelioree
US20030097806A1 (en) * 1996-03-05 2003-05-29 Brown John G. Inner accessible commutering enterprise structure interfaced with one or more workplace, vehicle or home commutering stations
DE20206230U1 (de) * 2002-02-05 2002-07-04 Weiss-Ausbausysteme GmbH, 73527 Schwäbisch Gmünd Hohlboden mit Brandschutz

Also Published As

Publication number Publication date
HUE063142T2 (hu) 2023-12-28
EP3144439B1 (fr) 2023-06-07
AT517824A1 (de) 2017-04-15
ES2954862T3 (es) 2023-11-27
PL3144439T3 (pl) 2023-12-27
EP3144439C0 (fr) 2023-06-07
AT517824B1 (de) 2017-10-15
HRP20231055T1 (hr) 2023-12-22

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