EP1312722B1 - Elément de construction pour une structure de plafond et structure de plafond dans un batiment - Google Patents

Elément de construction pour une structure de plafond et structure de plafond dans un batiment Download PDF

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Publication number
EP1312722B1
EP1312722B1 EP02006846A EP02006846A EP1312722B1 EP 1312722 B1 EP1312722 B1 EP 1312722B1 EP 02006846 A EP02006846 A EP 02006846A EP 02006846 A EP02006846 A EP 02006846A EP 1312722 B1 EP1312722 B1 EP 1312722B1
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EP
European Patent Office
Prior art keywords
layer
structural element
element according
concrete
latticed
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.)
Expired - Lifetime
Application number
EP02006846A
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German (de)
English (en)
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EP1312722A3 (fr
EP1312722A2 (fr
Inventor
Peter Dr.-Ing. Maack
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Individual
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Individual
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Priority to HRP20020907 priority Critical patent/HRP20020907A2/hr
Publication of EP1312722A2 publication Critical patent/EP1312722A2/fr
Publication of EP1312722A3 publication Critical patent/EP1312722A3/fr
Application granted granted Critical
Publication of EP1312722B1 publication Critical patent/EP1312722B1/fr
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    • 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
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders

Definitions

  • the invention relates to a component for a ceiling construction in Buildings according to claim 1.
  • a device which consists of a concrete slab consists of a partially embedded lattice girder.
  • the upper strap of the Lattice girder stands out from the plate and points down when the component supported on supports of building walls.
  • a blanket for that underlying projectile is made by using a suitable cladding material is attached to the upper belt.
  • From DE-A-211 4 827 is a generic device or a Ceiling construction has become known.
  • a lower concrete layer is a Lattice girder embedded with its lower flange, the diagonal bars following extend upward to an upper concrete layer into which upper straps of the Bearers are embedded.
  • an insulation board arranged below the flat bottom of the top layer.
  • When manufactured in a box shape first cast the lower layer when embedding the lattice girders. Then, with the help of a suitable support structure the Insulating board held, which forms the base for pouring the upper Layer.
  • the insulation board is used for thermal insulation.
  • the invention is based on the object, a component and a Ceiling construction of the type described to improve that it It can be made easier and more versatile.
  • the upper Layer of concrete or a concrete-like substance as a planar element executed without a protruding reinforcement. It relies on protrusions or ribs of the lower layer with the interposition of an elastic Insulating layer on the ribs or the projections.
  • the projections can for example, the upper straps of lattice girders, whose lower girth in the lower layer is embedded. When using ribs these can be formed integrally with the lower layer.
  • the upper layer forms the screed for the overlying building space, while the lower or second layer represents the ceiling for the floor below. Because the upper layer simply placed on the protrusions or ribs of the lower layer is stored, according to the ceiling construction according to claim 10, the lower Layer for support on a support at opposite Building walls used, while the upper layer to the associated Building wall has a gap.
  • the construction according to the invention has a number of advantages.
  • the Production is particularly easy.
  • Components are the concrete layers with their reinforcement initially separate made, after which they are placed on top of each other.
  • Another advantage of the invention is that the space between upper and lower layer can be used in many ways, such as lines and can accommodate pipes for any installation. In known components, where both lower and upper layers have lattice girders, this is relatively cumbersome to accomplish. Also the introduction of suitable insulating materials designed in the device according to the invention easier.
  • the upper layer in a simple way lines for can accommodate a floor heating.
  • the upper layer is a suitable reinforcement, but these will not be lattice girders as in be known components.
  • the introduction of pipes for underfloor heating is therefore particularly easy.
  • a device usually extends between two spaced supporting walls of the building.
  • the distance of the upper Layer of the walls avoids a sound transmission in the bearing Walls into or into the adjacent walls. Within the upper layer naturally takes place a structure-borne sound transmission. This can become the Example disadvantageous, if the upper layer as a floor in two adjacent spaces of a projectile extends.
  • Component according to the invention can also be a sound transmission here Avoid over the floor by placing the top layer with a separating groove is provided in the area of a wall separating the adjacent rooms.
  • the upper layer can there are two or more physically separate sublayers that already produced on the production side and applied. There where one Sound transmission does not have to be avoided, d. H. within a room, For example, the upper part layers can be welded together in a known manner be set against each other.
  • the upper layer on to suspend the projections or the ribs there are various design options conceivable, the upper layer on to suspend the projections or the ribs.
  • One according to the invention provides that on the upper flange of lattice girders of the lower layer of a profile elastic damping material is applied, for example, an inverted U-shaped Profile.
  • a flat strip be welded on steel, on which a strip of elastic Insulating material is arranged.
  • Another embodiment for depositing the upper layer consists in An embodiment of the invention in that U-shaped support plates on the Top of the lattice girders are placed.
  • the insulating layer is on top applied to the web, for example, also fixed by gluing.
  • the legs of the U-shaped support plates overlap the lattice girder on the Top and lie with their thighs against the outside of the diagonal bars at. Therefore, the profile of the support plates is not strictly U-shaped, but Shaped with slightly divergent legs.
  • Such support plates can in Be spaced apart. You have e.g. a length of 30 to 50 cm. The distance between adjacent support plates can be more than that double the length of a support plate.
  • a simpler Attachment consists according to an embodiment of the invention is that the legs of the support plates have indentations or the like which Undercut the connecting area of the diagonal bars on both sides of the upper belt. This undercut is such that when placing the support plates of above the protrusions formed by the indentations the connection area grabbing the diagonal bars snapping behind.
  • the device When applied to a ceiling construction, the device is after a Embodiment of the invention with the lower layer on top of the building walls superimposed.
  • the overlying storey is the Auflagerung the walls on the lower layer, optionally with interposition an insulating layer.
  • the lower plate of the device according to the invention is supported on top of a wall.
  • the length of a table depends naturally according to the distance between the walls of a building room.
  • the Lattice girders can naturally only within the distance of the upper housing walls be arranged. Therefore, there is a risk that the lower longer Plate does not have sufficient strength in the support area. Therefore, according to the invention a second lattice girder is provided whose node to the Nodes of the first lattice girder are offset. This ensures that that regardless of the intended length of a component sufficient support in the support area, either over the first or the second lattice girder.
  • the latter has a lower one Height as the first and is preferably within the first lattice girder inserted. Its length can be limited, as he especially the Reinforcing support area.
  • the component 10 has a first layer 14 made of concrete and an inner one Reinforcement may have (not shown). Top and bottom of the layer 14 are plane-parallel. In vertical distance to a second plate 16 is arranged, which is also plane-parallel, but a lattice girder 18 conventional Training stops, wherein the substrate 20 is disposed in the layer 16 and the upper belt 22 runs above the layer 16 and upper and lower belt 16, 22 are connected by diagonal struts 24.
  • the upper one is Layer 14 is slightly thicker than the lower layer 16. However, the underlayer 16 is longer than the top layer 14 so that it is on top of a building wall 26 can be stored.
  • the above arranged extension of Building wall 28 is supported by a layer of mortar 30 on top of the Layer 16 from or the lower layer of the device 12.
  • the upper layer 14 has a distance to the wall 28, which is designated 32. This prevents a footfall sound is transmitted from the layer 14 to the wall 28.
  • the upper layer 14 On the top flange 22 extends an elastic insulating layer 34 on which the upper layer 14 rests.
  • the upper layer 14 is therefore only on the Lattice girder 18 stored and otherwise in any way with the lattice girder or the lower layer 16 connected.
  • the lattice girders 18 are shown once (left and right of Fig. 2) and another carrier 36 as possible Alternative. However, the deposition of the upper layer 14 is clearly visible.
  • FIGS. 1 and 2 It is also apparent from FIGS. 1 and 2 that the manufacture of a component as is easy to do in Fig. 1.
  • the layer 16 with the Lattice girder 18 is conventionally manufactured industrially.
  • After production of the plate-like layer 14 this is raised, rotated and lowered onto the lattice girders 18 with a Overlay on the upper belt as described.
  • An additional safeguard against lateral displacement can be omitted, but it may be appropriate to the Stick layer 14 on the insulating layer 34.
  • FIGS. 4 and 5 are two examples of layer 14 deposition shown.
  • Fig. 4 is a profile strip 40 made of an elastic pressure-resistant Insulating material shown, the approximately inverted U-profile and has on The top strap is placed as shown.
  • the layer 14 may be on the top of the strip 40 are stored.
  • FIG. 5 shows how a steel strip 42 is welded to the top flange 22 is placed on a strip 44 made of an elastic insulating material is. On this then the layer 14 is placed. The strip 44 can be glued to the strip 42. Also, a bond between strips 44 and layer 14 take place.
  • the upper layer 14 will usually be slightly smaller than the lower one Layer 16. It can also be formed by individual sublayers, like this will be explained with reference to FIG. 3.
  • 3 is a plan view is shown, whose ceiling is formed by three components, as with reference to FIG. 1 is shown. The division of the floor plan for the rooms above the Ceiling is indicated by walls. It can be seen that the two rooms 50, 52 have a bottom, partially of the plates 10 a, 10 b and 10 d and 10c is formed. To avoid a sound transmission between the individual rooms 50 to 56 takes place, therefore, the upper layers of the Elements 10a to 10c divided according to the room layout.
  • the upper Layer of the component 10 a has three partial layers, the upper layer of the Device 10b also has three layers, while the upper layer of the component 10c has two layers.
  • the Joints between the elements 10a to 10c closed by the elements be joined by welding and the remaining joint with a appropriate means. This is a well-known technique in itself.
  • a first lattice girder 18 is provided comparable to that of FIG. 1, whose lower flange 20 extends in the lower layer 16.
  • the upper chord 22 and a Part of the diagonal bars runs above the lower layer 16 and above an insulating layer 60, which is placed on the lower layer 16.
  • One Another lattice girder 63 in Fig. 6 has a lower flange 62, which is also in the Plate 16 extends and the upper flange 64 extends in the insulating layer 60.
  • the second lattice girder 63 which extends only in the end region of the component shown is inserted into the first lattice girder 18. His knots are on half the length between adjacent nodes of the first lattice girder 18th From Fig.
  • the first lattice girder 18 is sufficiently far in extends the support area on the lower wall 26 and thus for a sufficient Stability ensures. In the lattice girder 18 of FIG. 6, however, this would be not the case.
  • the staggered arrangement of the nodes for the second lattice girder 63 ensures that even with the insufficient position of the first lattice girder 18, the second lattice girder 63 provides sufficient strength as a Node comes to rest in the support area. Since the second lattice girder 63 in essential only for reinforcement in the support area, he needs not over the entire length of the first lattice girder 18 or of the component to extend.
  • the lower layer 16 is above a thin-bed mortar layer 66 at the top the wall 26 supported.
  • the top wall 28 is above a mortar layer 68 on supported the lower layers of adjacent elements.
  • the upper layer 14 is supported by support plates 70 at the top of the lattice girder 18. The construction the support plates goes from the Fign. 7 and 8 show.
  • the support plates 70 are approximately U-shaped with slightly diverging legs 72, 74.
  • the legs 72, 74 overlap the upper flange 20 and the connecting portions the diagonal bars 76, 78 ( Figure 8).
  • the arcuate connection areas are, as usual, laterally welded to the top flange 20.
  • the Legs 72, 74 have indentations 80 at intervals. They are arranged so that the projections formed in this way on the inside of the legs 72, 74 the connecting portions of the diagonal bars 76, 78 engage under, like this is shown in Fig. 8.
  • the support plates 70 on the top the lattice girder 18 are additionallyklippst, wherein the web 82 on the upper flange 20th comes to rest.
  • a strip 84 of an elastomer be glued on.
  • the upper layer 14 is then supported, as shown in FIG. 6 shown.
  • the support plates 70 have a limited Length, e.g. 30 to 50 cm and are arranged at intervals, with the distance can be more than twice the length of a support plate.
  • FIG. 9 differs from FIG. 6 in that the upper Layer 14a lines 90 receives a floor heating.
  • the bedding the upper layer 14a may be as shown in FIG. 6 or according to the other Embodiments, as shown in the other figures performed become.
  • Fig. 9 is also shown how a strip 92 of foam in the gap between upper layer and upper wall 28 is introduced.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Building Environments (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Floor Finish (AREA)

Claims (20)

  1. Elément de construction pour une construction de plafond dans des bâtiments qui est conformé à des extrémités opposées pour porter sur un mur (26) du bâtiment, comprenant une première couche autoporteuse en forme de plaque (14) en béton ou en matière analogue au béton, qui forme le plancher d'un étage du bâtiment, une deuxième couche autoporteuse en forme de plaque (16) en béton ou matière analogue au béton, placée à distance verticale de la première couche (14), possédant des saillies (18) ou nervures dirigées vers le haut, qui forme le plafond de l'étage sous-jacent, caractérisé en ce que la couche supérieure (14) constituant sur sa face inférieure un élément plan dépourvu d'armatures saillantes est posée de haut en bas sur les saillies (18) ou nervures de la couche inférieure (16), avec interposition d'une couche isolante élastique (34, 40, 44) entre la face inférieure de l'élément et les saillies (18).
  2. Elément de construction selon la revendication 1, caractérisé en ce que les nervures sont formées en une seule pièce avec la couche inférieure.
  3. Elément de construction selon la revendication 1, caractérisé en ce que les saillies sont formées par une armature de la couche inférieure, de préférence par des poutres en treillis (18) dont la semelle inférieure (20) est contenue dans la couche inférieure (16).
  4. Elément de construction selon la revendication 3, caractérisé en ce que, sur la semelle supérieure (22) des poutres en treillis (18), est posé un profilé (40) en matière isolante élastique.
  5. Elément de construction selon la revendication 4, caractérisé en ce que le profilé (40) est en forme de U inversé.
  6. Elément de construction selon la revendication 3, caractérisé en ce que, sur la semelle supérieure (22) des poutres en treillis (18), est soudée une bande plate (43) en acier sur laquelle est disposée une bande (44) de matière isolante élastique.
  7. Elément de construction selon une des revendications 1 à 6, caractérisé en ce que la couche supérieure (14) est immobilisée par collage sur les saillies ou nervures pour s'opposer à la translation latérale.
  8. Elément de construction selon une des revendications 1 à 7, caractérisé en ce que, dans l'espace intermédiaire entre la couche supérieure et la couche inférieure (14, 16) sont disposés des objets d'installation tels que des tuyaux, canalisations ou analogues.
  9. Elément de construction selon une des revendications 1 à 7, caractérisé en ce que la couche supérieure (14) reçoit des canalisations pour un chauffage par le plancher.
  10. Construction de plafond dans des bâtiments, qui possède des éléments de construction en forme de panneau (10, 10a, 10b, 10c, 12) qui portent à leurs extrémités opposées sur un mur (26, 28) du bâtiment et qui comprennent chacun une première couche autoporteuse en forme de plaque (14) en béton ou en matière analogue au béton, une deuxième couche autoporteuse en forme de plaque (16) en béton ou matière analogue au béton, placée à distance verticale de la première couche (14), la deuxième couche possédant des saillies (18) ou nervures dirigées vers le haut, la première couche (14) formant le plancher pour un étage du bâtiment et la deuxième couche (16) formant le plafond pour l'étage sous-jacent, caractérisée en ce que la couche supérieure (14) constituant sur sa face inférieure un élément plan dépourvu d'armatures saillantes est posée de haut en bas sur les saillies (18) ou nervures de la couche inférieure (16), avec interposition d'une couche isolante élastique (34) entre la face inférieure de l'élément et les saillies (18) ou nervures, l'élément étant placé à distance (32) d'un mur supérieur (28) du bâtiment et la couche inférieure (16) portant sur le côté supérieur d'un mur inférieur (26) du bâtiment.
  11. Construction de plafond selon la revendication 10, caractérisée en ce que la couche supérieure (14) est composée de deux de deux segments de couches séparés, ou plus, qui sont dimensionnés et disposés conformément à un motif prédéterminé.
  12. Construction de plafond selon une des revendications 10 ou 11, caractérisée en ce qu'un mur d'étage (28) s'appuie, via une couche isolante (30), sur la face supérieure de la deuxième couche ou couche inférieure (16) des éléments de construction (10, 12).
  13. Construction de plafond selon une des revendications 10 à 12, caractérisée en ce qu'entre la couche supérieure (14a) et le mur adjacent (28), est disposée une bande (92) de matière molle et élastique, de préférence de mousse.
  14. Elément de construction selon la revendication 3, caractérisé en ce que des tôles de support (70) en forme de U sont posées sur la face supérieure des poutres en treillis (18) et en ce que la couche supérieure (14) est posée sur ces tôles via une couche isolante (84).
  15. Elément de construction selon la revendication 14, caractérisé en ce que les tôles de support (70) en forme de U sont disposées à distance les unes des autres.
  16. Elément de construction selon la revendication 14 ou 15, caractérisé en ce que les ailes (72, 74) des tôles de support (70) présentent des bossages (80) ou équivalents qui s'engagent au-dessous de la région de liaison des barres obliques (76, 78) sur les deux côtés de la semelle supérieure (20).
  17. Elément de construction selon une des revendications 1 à 9 ou 14 à 16, caractérisé en ce qu'il est prévu une deuxième poutre en treillis (63) dont la semelle inférieure (62) est contenue dans la plaque inférieure (16) et dont la semelle supérieure (64) s'étend à distance de la plaque supérieure (14) et en ce que les noeuds de la première et de la deuxième poutre en treillis (18, 63) sont décalés les uns par rapport aux autres.
  18. Elément de construction selon la revendication 17, caractérisé en ce qu'une deuxième poutre en treillis (63) est disposée à chaque fois à l'intérieur de la première poutre en treillis (18).
  19. Elément de construction selon la revendication 17 ou 18, caractérisé en ce que les noeuds de la deuxième poutre en treillis (63) se trouvent à chaque fois à peu près au milieu entre les noeuds adjacents de la première poutre en treillis (18).
  20. Elément de construction selon une des revendications 17 à 19, caractérisé en ce que la deuxième poutre en treillis (63) est d'une longueur limitée et est disposée seulement dans la région terminale entre les plaques.
EP02006846A 2001-11-17 2002-03-26 Elément de construction pour une structure de plafond et structure de plafond dans un batiment Expired - Lifetime EP1312722B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20020907 HRP20020907A2 (en) 2001-11-17 2002-11-15 Construction element for a ceiling construction and ceiling construction in a building

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20118827U 2001-11-17
DE20118827U DE20118827U1 (de) 2001-11-17 2001-11-17 Bauelement für eine Deckenkonstruktion und Deckenkonstruktionen in Gebäuden

Publications (3)

Publication Number Publication Date
EP1312722A2 EP1312722A2 (fr) 2003-05-21
EP1312722A3 EP1312722A3 (fr) 2004-02-04
EP1312722B1 true EP1312722B1 (fr) 2005-10-19

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EP02006846A Expired - Lifetime EP1312722B1 (fr) 2001-11-17 2002-03-26 Elément de construction pour une structure de plafond et structure de plafond dans un batiment

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EP (1) EP1312722B1 (fr)
AT (1) ATE307238T1 (fr)
DE (2) DE20118827U1 (fr)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0300203D0 (en) * 2003-01-06 2003-02-05 Arup Group Ltd Flooring system
RU178522U1 (ru) * 2017-08-25 2018-04-06 Общество с ограниченной ответственностью "Юниклинкер" Сборно-монолитное перекрытие

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2114827A1 (de) * 1971-03-26 1972-10-12 Hubmann, Georg, 8000 München Verfahren zum Betonieren schalen artiger hohler Fertigteilbauelemente
SE501459C2 (sv) * 1993-07-19 1995-02-20 George Wegler Anordning vid balkupplag

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EP1312722A3 (fr) 2004-02-04
ATE307238T1 (de) 2005-11-15
DE50204586D1 (de) 2006-03-02
DE20118827U1 (de) 2003-04-03
EP1312722A2 (fr) 2003-05-21

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