EP1074670A2 - Construction de bâtiments - Google Patents

Construction de bâtiments Download PDF

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Publication number
EP1074670A2
EP1074670A2 EP20000116014 EP00116014A EP1074670A2 EP 1074670 A2 EP1074670 A2 EP 1074670A2 EP 20000116014 EP20000116014 EP 20000116014 EP 00116014 A EP00116014 A EP 00116014A EP 1074670 A2 EP1074670 A2 EP 1074670A2
Authority
EP
European Patent Office
Prior art keywords
elements
planking
building construction
spacers
ceiling
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.)
Withdrawn
Application number
EP20000116014
Other languages
German (de)
English (en)
Inventor
Günther Jelonnek
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.)
Individual
Original Assignee
Individual
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
Priority claimed from DE29913638U external-priority patent/DE29913638U1/de
Priority claimed from DE1999136990 external-priority patent/DE19936990A1/de
Application filed by Individual filed Critical Individual
Publication of EP1074670A2 publication Critical patent/EP1074670A2/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • E04C2002/3444—Corrugated sheets
    • E04C2002/3455—Corrugated sheets with trapezoidal corrugations

Definitions

  • the invention relates to a building structure for the formation of walls and Ceilings using prefabricated elements for the construction of buildings Residential, social and industrial buildings, with the elements planking their top and Have underside, between which a part spacing the sides inserted is the horizontal and vertical, preferably trapezoidal to each other has standing, interconnected webs which extend in the direction of Extend the longitudinal center axis of the element and in the direction thereof Transverse center axis run and in their spaces filled with insulation are.
  • the CH PS 494 870 represents a plate-shaped, sound-absorbing double-shell structure Component in front.
  • the element is primarily used as a partition or facing wall or as Suspended ceiling use. Suitability as a load-bearing ceiling element is the solution not according to this script.
  • DE OS 16 09 661 shows the formation of a flat or curved surface structure, in particular made of glass fiber reinforced plastic, which has an intermediate plate profiled in only one direction between two predominantly parallel expediently flat plates, which is held, for example, by gluing between the flat plates.
  • the profiled intermediate plate is designed in such a way that a cut running across its profiling gives the appearance of a truss.
  • the infill can have a triangular, rectangular and trapezoidal shape.
  • the solution according to the invention presents the disadvantage that, in particular, plates with trapezoidal infills of the support core are unsuitable when arranged as a ceiling element with vertical loads to absorb the shear stresses, the size of which can be considerable in the edge region.
  • the invention has for its object a structure for the Formation of walls and ceilings using prefabricated elements for the production of buildings of residential, social and industrial buildings, the Elements have planking of their top and bottom, between which a Side spaced part is inserted, the horizontal and vertical, preferably has trapezoidal, interconnected webs, which extend in the direction of the longitudinal center axis of the element, as well as in the Run in the direction of the transverse center axis and in their spaces with insulation materials are fanned out, with which it is possible to build structures and Manufacture structural parts from prefabricated elements that have a high Fire resistance and a low weight, as well as a recording of vertical and horizontal forces cantilevered over a wide extension of the elements allow between the support points.
  • the ceiling element is particularly used as a floor ceiling in commercial and industrial buildings, single and multi-storey apartment buildings, in single and multi-family houses as well as public buildings.
  • the construction of a universal element advantageously consists of the support elements already shown and the fire-resistant basic cladding made of silicate or cement-bonded panels, such as are offered in this area under the "Duripanel” trademark.
  • the planking is fire-retardant, classified as building material class A2 and oriented orthogonally to the direction of the trapezoidal core. The expert reading along can see that the planking can grow from a basic thickness to a total thickness of 40-60 mm in a layer structure.
  • the planking can be glued and screwed to the trapezoidal sheet, in which case it is glued and its layered construction is carried out in a form-fitting manner by means of screws, nailing and stapling.
  • the elements can advantageously also be designed in a vertical position as a wall and in an inclined position as a roof formation. Additional measures of thermal insulation and the prevention of thermal and weather-related wear of a roof skin or facade cladding can be constructed in a conventional manner. It is now understandable to the skilled reader who reads that an advantageous embodiment of the invention can be aimed at designing the components not as rectangular, but rather as triangles and polygons, and thus to ensure a multifaceted joining of building structures.
  • the building structure and the component to be used in it should be used primarily as a ceiling element.
  • the application in storey ceilings is primarily intended here, which is designed as a ceiling slab when the individual elements are joined together and which is self-supporting over spans between the supports of 6 m in the direction of a load-bearing capacity.
  • a planking made of plasterboard with a fire resistance class of at least F 90 is provided on the underside of the element or the ceiling made with it, as a variation of the design as a universal element.
  • the planking should advantageously be made of a 16 mm chipboard exist, on which a step sound insulation is applied, which by a 10 mm high density mineral fiber board is achieved on which a 25 mm thick Dry screed laying plate is on.
  • a fire resistance class of at least F 90 can be achieved.
  • the dry screed structure can also vary advantageously in the finished building structure take place or the screed is made as a floating screed on the already Static-looking ceiling pane applied. It is advantageous to use armored fabrics Concrete lightweight building boards from "Perlit” or similar to use.
  • the support core 1 of the element 0 is trapezoidal and extends transversely to the clamping direction of the element 0 in the building body.
  • 3 shows the support core 1 in its design as a ceiling element 0 with a planking 4.
  • the planking 4 completely covers the large areas of the ceiling element 0 and is firmly connected to the surfaces 1 '; 2 of the support core 1.
  • Insulation 5 extending in the longitudinal direction is introduced into the free openings of the support core 1 for the purpose of impact and sound insulation.
  • Means used for this purpose are to be formed from non-combustible insulation materials which are adapted to the profile shapes and are inserted between the trapezoidal webs and head and foot surfaces 1 '; 2. This type of insulation has increased the fire protection of the ceiling elements 0. If the ceiling elements 0 are used as wall elements, the advantage achieved according to the invention is of the same type as for the ceiling elements 0.
  • the design of the ceiling elements 0 according to the invention primarily relates to the use of special profiles, which are used particularly in building constructions of residential and public buildings put in the foreground.
  • Figures 1 and 3 show the lateral integration of a special profile 3 parallel to the longitudinal center axis of the ceiling element 0.
  • Fig. 1 shows this connection as a form-fitting design.
  • the extended arms of the special profiles 3 spring into the correspondingly designed elements of the support core 1 in the area of the head and foot surfaces 1 '; 2.
  • the planking 4 overflows the special profiles 3 with their integration into the support core 1 and completes their connection in a non-positive and positive manner.
  • the special profile 3 is Z-shaped and has step-shaped recesses on its outer edges.
  • the recess on the lower outside of the special profile 3 and in the area of the special profile 3 ' is mirror-inverted to one another.
  • the Z-shaped shape of the recess is formed in that a step 17 merges flatly into an X-el and forms an angle> 90 ° with its vertical edge. Due to the mirror-image offset of the special profiles 3; 3 ', the support surfaces 17 with the X-el 16 of the special profile 3 come with those of the special profile 3' with adjacent ceiling elements 0 with its surface 17 'with sliding X-elements 16; 16' and non-positively in the joining force to form a ceiling plate for a seamless, tight-fitting connection of the ceiling elements 0.
  • FIGS. 8 and 10 To complete the building construction according to the invention, the edge formation of the components is shown in FIGS. 8 and 10.
  • the edge formation runs parallel to the bearing direction of the ceiling elements 0.
  • a spacer 6 is incorporated between the planking 4 of the ceiling elements 0 and with a special profile 3 ′′; 3 ′′ ′′ in the area of the foot surface 2 of the support core 1 and with a special profile 3 ′′. 'connected to the top surface of element 0.
  • the spacer 6 is designed as a steel profile with a rectangular cross section and runs in the region of the edge support between the vertical wall elements 24; 24 '. This constructive design makes it possible to transfer all loads and forces from the vertical components to the edge bearing.
  • FIGS. 11 and 12 show the use of a U-shaped spacer 7 in the area of the clamping of the ceiling elements 0 transversely to their carrying direction.
  • the U-shaped spacer 7 with its webs 26 is pushed over the head side, that is to say the side of the ceiling element 0 running parallel to the transverse center axis.
  • the center flange lies against the surface of the head side and is inclined towards the respective wall side 27; 27 '.
  • a spacer 8 is inserted between the planking 4, which is only used in the area of the clamping and therefore only protrudes a short distance into the ceiling element 0.
  • the spacer 8 absorbs only the vertical forces of the wall elements 24; 24 '.
  • a force absorption from bending moments is not necessary since the spacer 8 is inserted into the respective abutting ceiling elements 0 and the elements 0 themselves form a load-bearing ceiling plate. Only the spacers 6 in the outer areas parallel to the direction of support of the ceiling elements 0 are continuous along the side surfaces which are clamped in the wall elements 24; 24 '.
  • FIG. 12 shows the arrangement of the spacer elements 8 in the head region of the ceiling elements 0. It can be seen from the figure that the spacer element 8 runs in section II from FIG. 11 arranged between the planking 4 and the top surface 1 'of the element 0.
  • Fig. 2 shows an S-shaped special profile 3a.
  • This special profile 3a is intended in the regime of carrying out the building construction to accommodate dimensional deviations that arise when a ceiling slab is formed if the ceiling slab does not correspond to the simple multiple of the ceiling elements 0 and a reduction in the width of one or more ceiling elements 0 is required.
  • the special profiles 3a are directed mirror-inverted against each other.
  • the ceiling elements 0 are also in this position.
  • FIGS. 5 and 6 show a variation of the basic construction of the ceiling elements 0.
  • the cladding 9 is available for classification in the building material class A2 and runs orthogonal to the direction of support core 1.
  • the minimum thickness of the cladding 9 is at least 16 mm and can be increased by up to 40 mm depending on the application and requirements of the building construction. It is possible to screw on the planking 9, glue it or variably connect it with edge profiles, the planking should be screwed through if the planking thickness is more than 25 mm.
  • Fig. 7 shows an embodiment of the ceiling element 0 when used for a floor ceiling in building constructions. Deviating from the design according to FIGS.
  • a planking 9 is formed on the underside here, which is formed from plasterboard panels 20 that are twice 20 mm thick.
  • the gypsum plasterboard 20 have the fire resistance class of at least F90 and are screwed on according to the manufacturing regulations.
  • the top paneling 9 is placed on top of the base paneling 4, a 16 mm thick cement-bonded particle board 23. Highly compressed mineral fibers 22 are glued to these and connected with 25 mm thick dry screed laying plates 21. The laying is carried out according to the manufacturing regulations, so that the composite planking 4; 9; 20; 21; 22; 23 has a fire resistance class of at least F90.
  • the dry screed elements can also be applied on site to the ceiling elements before or after their laying.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
EP20000116014 1999-07-30 2000-07-26 Construction de bâtiments Withdrawn EP1074670A2 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19936990 1999-07-30
DE29913638U 1999-07-30
DE29913638U DE29913638U1 (de) 1999-07-30 1999-07-30 Bauwerkskonstruktion
DE1999136990 DE19936990A1 (de) 1999-07-30 1999-07-30 Bauwerkskonstruktion

Publications (1)

Publication Number Publication Date
EP1074670A2 true EP1074670A2 (fr) 2001-02-07

Family

ID=26054503

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20000116014 Withdrawn EP1074670A2 (fr) 1999-07-30 2000-07-26 Construction de bâtiments

Country Status (1)

Country Link
EP (1) EP1074670A2 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100453739B1 (ko) * 2002-06-21 2004-10-26 주식회사 하니셀 건축용 복합패널
WO2008103099A1 (fr) * 2007-02-19 2008-08-28 Benny Fransson Composants structuraux
WO2014080089A1 (fr) * 2012-11-26 2014-05-30 Termo Panels Oy Élément de construction et procédé de fabrication dudit élément
NL2016206B1 (nl) * 2016-02-02 2017-08-10 Zih B V Constructiepaneel voor een huisvesting, wand opgebouwd uit dergelijke constructiepanelen en een huisvesting voorzien van een dergelijk constructiepaneel.
RU2818335C1 (ru) * 2023-07-24 2024-05-02 Николай Иванович Сенюк Облицовочная панель и способ ее изготовления

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1609661A1 (de) 1966-02-11 1970-05-06 Hagenburg Otto Heinrich Graf Ebenes oder gekruemmtes Flaechentragwerk,insbesondere aus glasfaserverstaerktem Kunststoff
CH494870A (de) 1969-10-21 1970-08-15 Fraunhofer Ges Forschung Plattenförmiges, schalldämmendes, zweischalig aufgebautes Bauelement mit Schüttgutfüllung
DE1708773A1 (de) 1964-07-23 1971-05-13 Petrik Dragan Rudolf Dipl Ing Tragkonstrultion und Verfahren zum Herstellen von tragfaehigen Bauloerpern
EP0536078A1 (fr) 1991-10-03 1993-04-07 Noisetec, S.A. Panneau d'isolation acoustique et thermique
EP0744510A1 (fr) 1995-05-24 1996-11-27 Sto Verotec GmbH Panneau de construction en métal

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1708773A1 (de) 1964-07-23 1971-05-13 Petrik Dragan Rudolf Dipl Ing Tragkonstrultion und Verfahren zum Herstellen von tragfaehigen Bauloerpern
DE1609661A1 (de) 1966-02-11 1970-05-06 Hagenburg Otto Heinrich Graf Ebenes oder gekruemmtes Flaechentragwerk,insbesondere aus glasfaserverstaerktem Kunststoff
CH494870A (de) 1969-10-21 1970-08-15 Fraunhofer Ges Forschung Plattenförmiges, schalldämmendes, zweischalig aufgebautes Bauelement mit Schüttgutfüllung
EP0536078A1 (fr) 1991-10-03 1993-04-07 Noisetec, S.A. Panneau d'isolation acoustique et thermique
EP0744510A1 (fr) 1995-05-24 1996-11-27 Sto Verotec GmbH Panneau de construction en métal

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100453739B1 (ko) * 2002-06-21 2004-10-26 주식회사 하니셀 건축용 복합패널
WO2008103099A1 (fr) * 2007-02-19 2008-08-28 Benny Fransson Composants structuraux
EP2126237A1 (fr) * 2007-02-19 2009-12-02 Benny Fransson Composants structuraux
EP2126237A4 (fr) * 2007-02-19 2014-03-05 Benny Fransson Composants structuraux
WO2014080089A1 (fr) * 2012-11-26 2014-05-30 Termo Panels Oy Élément de construction et procédé de fabrication dudit élément
NL2016206B1 (nl) * 2016-02-02 2017-08-10 Zih B V Constructiepaneel voor een huisvesting, wand opgebouwd uit dergelijke constructiepanelen en een huisvesting voorzien van een dergelijk constructiepaneel.
RU2818335C1 (ru) * 2023-07-24 2024-05-02 Николай Иванович Сенюк Облицовочная панель и способ ее изготовления

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