EP0040792B1 - Skelett für Bauwerke - Google Patents

Skelett für Bauwerke Download PDF

Info

Publication number
EP0040792B1
EP0040792B1 EP81103832A EP81103832A EP0040792B1 EP 0040792 B1 EP0040792 B1 EP 0040792B1 EP 81103832 A EP81103832 A EP 81103832A EP 81103832 A EP81103832 A EP 81103832A EP 0040792 B1 EP0040792 B1 EP 0040792B1
Authority
EP
European Patent Office
Prior art keywords
support
wall
framework according
clamps
shells
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
Application number
EP81103832A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0040792A3 (en
EP0040792A2 (de
Inventor
Eberhard G. Rensch
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.)
Studio Rensch Montreux SA
Original Assignee
Studio Rensch Montreux SA
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 DE19803020048 external-priority patent/DE3020048A1/de
Priority claimed from DE19813116993 external-priority patent/DE3116993A1/de
Application filed by Studio Rensch Montreux SA filed Critical Studio Rensch Montreux SA
Priority to AT81103832T priority Critical patent/ATE8683T1/de
Publication of EP0040792A2 publication Critical patent/EP0040792A2/de
Publication of EP0040792A3 publication Critical patent/EP0040792A3/de
Application granted granted Critical
Publication of EP0040792B1 publication Critical patent/EP0040792B1/de
Expired legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal
    • 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
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • the invention relates to a skeleton for structures with compartments made of multi-surface supports and horizontal struts, in which a stop bar for wall elements to be inserted rotates, which are arranged in the surfaces of supports and horizontal struts.
  • stop bars run the risk of being damaged or pushed out of the grooves. For the same reason, it is also forbidden to attach heavy wall elements to the stop bars.
  • the invention has for its object to provide a connection between the wall elements and the skeleton, which can be easily handled with simple means and holds the heaviest components together perfectly over a long period of time.
  • a plurality of clamps are used for this purpose, which engage with one arm in the stop bar and with the other arm encompass the outside of the edge of the wall element lying against the stop bar.
  • a web which projects into the compartments is arranged on at least one of the surfaces of the supports and the horizontal struts. With the invention, this creates a stop bar as an integral part of a wall surface by means of supports and / or the horizontal struts.
  • the supports and the horizontal struts are composed of shells with partial surfaces so that there are two webs opposite each other, which are angled from the edges of the shells, serve as a stop for wall, floor and ceiling panels, and with the brackets the wall, floor and ceiling panels are connected.
  • An excellent fastening option is produced for the clips according to the invention in that the stop bars are angled away from the free edges of the shells from which the supports are composed.
  • the wall surfaces of the supports and horizontal beams projecting into the compartments at their edges are angled twice so that the web has a stop surface behind which one arm of the clamps engages and the other arm of the clamp around the wall, floor or Ceiling plate grips.
  • the web which now serves as a stop bar, can be reproduced according to the invention by the elastic property of the inserted stop bar used previously in that an elastic stop bar is placed on its stop surface.
  • the two opposing webs with their backs and their abutment surfaces carry a stop bar with two arms, on which two wall panels are attached with clips, one on each side.
  • the horizontal supports have a U-shaped or M-shaped cross section, of which the legs project into the compartments as webs, the edges of which are angled twice to form a stop surface for engaging the clamps and for applying the wall elements.
  • the body of the horizontal beam can be dimensioned so that it can be inserted between the corresponding webs of a support.
  • the supports are composed of shells of angular cross-section, the flanges of which face one another, the edges of the flanges being angled twice to form a stop surface for engaging the clamps and for applying the wall elements.
  • the flanges of the shells can be spaced apart for the purpose of interposing a heat-insulating layer and can be joined together by means of screws to form the support.
  • brackets according to the invention serve to connect trim parts to the supports.
  • FIGS. 1a to 1e represent a selection from a multiplicity of shells of different cross-section, which can be put together to form multi-surface supports or to horizontal struts.
  • the partial shell 42a according to FIG. 1a has two partial walls 41a which are at an angle to one another and from which webs 15a are bent, the edges of which are angled twice to the back 17a and the stop surface 17b.
  • the half-shell 42b according to FIG. 1b has a solid wall 41 and two partial walls 41a extending at an angle therefrom.
  • the webs 15a with their back 17a and their abutment surface 17b are also molded onto them.
  • 1c shows the section through a three-quarter shell 42c which has two solid walls 41, two partial walls 41a and two webs 15a with an angled back 17a and an angled stop surface 17b.
  • FIGS. 1d and 1e can be assembled into supports of many surfaces, for example as shown in FIG. 4. They are marked with 42d and 42e.
  • FIG. 2 An embodiment of a clip 24 can be seen in FIG. 2.
  • the clip 24 has an inner arm 25a and an outer arm 25b which can bear an angular extension with the catch 62.
  • the various cladding sheets 31a, 31b, 31c, 31d and 31e appear repeatedly in the description of the figures and are used together with a clip according to FIG. 2.
  • the bent edges 32 are intended to snap under the catch 62.
  • a five-area corner support is put together from the shells 42e and 42d.
  • a gap is formed between the webs 15a of the shells, which lie opposite one another, into which the inner bar 21 of the stop bar 19 (FIG. 12) is inserted.
  • the back 23 of the stop bar 19 bears against the back 17a of the webs 15, the arms 22 against the stop surfaces 17b of the webs 15.
  • cladding panels 31d with their angled connecting edges 32 engage the catches 62 of clips 24.
  • cladding panels 31e are fastened to clips 24 on the outside.
  • the cladding sheets consist of an insulation 4, usually an insert for thermal insulation and in particular an insert as a fire protection measure to protect the metal structure.
  • Wall plates 29 are attached to the arms 22 of the stop bars 19.
  • the space in between is filled with insulation 4.
  • the clamp 24 surrounds with its arms 25a and 25b the stop surface 17b of the webs 15, an arm 22 of the stop bar 19 and the wall plate 29 lying against it, which are held firmly together because the stop bar consists of elastic material, for example rubber, and yields, when it is pressed together.
  • a wall consisting of two wall plates 29 with insulation 4 lying between them extends from the five-area support to the right-hand side over to a six-area support which is composed of three shells 42d. From this support go two more walls, which also consist of wall plates 29 and insulation 4 in between.
  • the catches 62 of two brackets 24 each carry cladding panels 31d and 31e. All columns are filled with an insulating fill 69.
  • the insulating fill provides absolute sound and heat protection.
  • the corner cladding sheet 31c engages with its angled connecting edges 32 under the catch 62 of a bracket 24 and under a correspondingly designed catch of a window frame 75 for an insulating glass pane 74, which is fastened there with cement 76 and is secured by a glazing bead 77.
  • a wall of two wall plates 29 extends from the corner support, at the end of which a frame 70 for a door leaf 72 is fastened, which strikes the sealing strip 71.
  • the wall contains an insulation 4 inside, the outer wall plate 29 carries retaining strips 73, which are provided with the catches 62 of the bracket 24 corresponding elements, under which the connection Snap edges 32 of a cladding panel 31b. With 30 blocks are designated, which are supported on a partial wall 41a of the supports and hold the back 26 of the brackets in place.
  • Fig. 6 is a further addition to the right side of Fig. 5.
  • the door leaf 72 and the frame 70 with the sealing strip 71 which is attached to a wall in the same way as described with reference to FIG consists of two wall elements 29 with insulation arranged therebetween and which also has a cladding 31 b made of sheet metal, which is fastened to retaining strips 73.
  • An intermediate support is composed of two shells 42b and is clad on the inside and outside by cladding sheets 31b which engage with their connecting edges 32 under the catches 62 of the brackets 24, by which the wall elements are held on the stop strips 19.
  • FIG. 7 shows a floor 39 which is supported on a C-beam 6 in the basement of a house.
  • a horizontal strut comprising two shells 42a with their webs 15a lies on the floor 39.
  • the other webs 15a carry a stop bar 19 for the two wall plates 29 of a wall, which is provided with a frame 70 for a window frame 72.
  • a corner cladding plate 31a engages with its connecting edges 32 under the catches of clamp 24, the base plates 29 and wall plates 29 hold on the stop strips 19 and 19a.
  • Fig. 8 differs from Fig. 7 essentially in that the same horizontal strut from shells 42a rests on the base plate 39 of a non-basement foundation.
  • the wall made of the two wall plates 29 is, as in FIG. 7, protected with a sheet metal cladding with weatherstrips and a further sheet metal cladding and carries the frame 70 for a window frame 72 which strikes the sealing strip 71 at the upper end.
  • FIG. 9 An outer wall can be seen in FIG. 9, which contains an intermediate support, which is composed of a shell 42b and two shells 42a. Three other walls extend from this support. One of these walls runs to a support which is composed of four shells 42a and from which in turn three walls extend. On the inside, all corners are covered with claddings 31a, which engage with their connecting edges 32 under the catches 62 of clips 24. The clips can be held in place with both one-piece and two-piece blocks.
  • the outer lining 31 of the support is held by the catches 62 of the brackets 24 on the support.
  • Holding strips 73 are provided for the cladding 31b of the external wall elements 29, which, like the bracket 24, are equipped with catches 62.
  • FIG. 10 shows the roof area of a house with a skeleton according to the invention in vertical section. From the skeleton one can only see two horizontal struts, one of which is composed of two shells 42a and the other of which consists of a shell 42b.
  • the downward webs 15a of the horizontal strut 42a hold a stop bar 19, the horizontally directed webs 15a hold stop bars 19a.
  • the ceiling consists of horizontally lying plates 29, which are held by means of clips 24 on the stop bars 19a.
  • a building wall consists of two wall panels 29 which are attached to the stop bar 19 and are held there by clips 24.
  • the clips 24 have arms 25b on the outside with a catch 62, under which the cladding plates 31a engage with their connecting edges 32.
  • the horizontal strut 42b has two webs 15a, on which stop bars 19a are placed. Ceiling plates 29 are in contact with these stop bars and are held on the stop bars 19 a with clamps 24.
  • the strut 42b is laminated by a cladding sheet 31b which engages with its connecting edges 32 under the catches 62 of the brackets 24.
  • the roof skin 1 lies on the supporting plates 5 and a gravel covering 2 lies on the front.
  • the roof structure is closed off from the roof edge 3 at the front.
  • Fig. 11 shows a horizontal section through the corner of a skeleton, which is clad with wood.
  • the wall plates are fastened to the webs 15 of the support, which is composed of a shell 42c and a shell 42a, here by means of clips 24, the outer arms 25b of which do not require any connecting parts for the cladding.
  • the outer formwork parts 64 are supported by crossed grids 63 which are fastened to the wall elements 29 by any means. Thus, in this embodiment, too, the outer formwork is ultimately held by the brackets 24 on the support.
  • wall plates 29 are held on the inside of the skeleton by clips 24, to which inner plates 79 are attached or plaster is applied.
  • a section through an embodiment of a stop bar 19 can be seen in FIG. 12. With its back 23, the stop bar 19 rests on the back 17a of webs 15, its inner bar 21 is in the gap between the held two webs 15 and their arms 22 rest on the abutment surfaces 17b of the webs 15.
  • the stop bar 19 is made of elastic, moisture-retaining material.
  • Fig. 13 shows how the skeleton is assembled for a multi-story house.
  • the support is composed of shells 42a and 42b. Its foot end is received by a base piece 68 which rests on the foundation with flanges and engages with webs in the grooves between the webs 15 of the shells 42a and 42b.
  • the basement ceiling is supported by a C-beam 6, which is inserted with its web 6a into a gap in the support and screwed there.
  • a horizontal strut which is composed of two shells 42a, is supported on it, with the opening facing downward. The strut is fastened with the aid of a gusset plate 67 to the webs of the shells 42a of the support, between the webs 15 of which it is inserted.
  • gusset plate 65 At the upper end of the support, horizontal struts each made of two shells 42a are let in by means of a gusset plate 65.
  • the gusset plate 65 has flanges on the top with which it rests on the inside in the upwardly open horizontal struts and downwardly directed webs which engage in the gap between the webs.
  • a C-beam 6 for the roof structure is inserted into the horizontal struts which are open at the top and lie in the wall plane, as was described with reference to FIG. 10.
  • the connection of the components to one another, as is effected according to the invention by the clamps 24, is extremely resistant to the forces acting on the wall panels.
  • the brackets can be used in the form of short pieces, they can also be designed as strips that extend over the entire length of the supports or horizontal struts.
  • the cladding sheets and cladding attached to them are also held in place with sufficient certainty by the individual parts of the skeleton that are firmly clamped together.
  • the shell 42 according to FIG. 14 essentially has the cross section of an angle 11 with two flanges 12, which, as shown in FIG. 18, partially protrude into the compartment of the skeleton as webs 15.
  • the edge of the webs 15 is angled twice, namely to a back 17a and to a stop surface 17b behind which a clip engages, as will be explained below in relation to FIG. 18.
  • FIG. 18 Four such shells (42) can be put together to form a support 10 (FIG. 18). Under certain circumstances, it is advisable to form the shell according to FIG. 15 into a double shell 42.
  • two angles 11 are essentially joined to the shell 42 in such a way that two of their flanges 12 are integrally connected to one another to form webs 15. While the free edges of the two angles 11 are angled twice to form the back 17a and stop surface 17b, the shell 42 is optionally riveted or welded on where the angles 11 meet in one piece, an additional strip 18 which has a U-shaped cross section and thus has a back 17a and two stop surfaces 17b.
  • the horizontal struts 13 have, for example, a U-shaped cross section, as shown in FIG. 16.
  • the flanges 14 of the horizontal strut project as webs 15 with the back 17a and the stop surface 17b into the compartments of the skeleton.
  • the back 20 of the horizontal strut can be used as a support surface, as will be described later in relation to FIG. 19.
  • FIG. 17 shows a bracket 24 which has a substantially U-shaped cross section.
  • the arms of the clip are designated 25a and 25b, the back with 26.
  • the edges of the clip 24 are designed as tabs 27 which can be handled well when clamped onto the components without damaging them.
  • FIG. 18 shows a support which is set up as an intermediate support in a building wall and is clamped to the wall elements 29.
  • the wall element 29 consists of two plates 33, between which an insulation 69 is inserted.
  • the support 10 is followed by a wall element 29 with a window frame or door leaf and insulating glass pane.
  • the support 10 is composed of four shells 42, which are described in more detail in connection with FIG. 14.
  • the angles 11 are spaced from one another in such a way that space is left to insert heat-insulating parts 34 between the flanges 12. Screws 35 penetrate the flanges 12 and the heat-insulating parts 34 and hold the angles 11 of the support 10 together.
  • FIG. 19 The section through the basement area of a house according to FIG. 19 shows the basement floor, which is generally designated 39. On the basement floor, a horizontal support 13 of U-shaped cross-section is placed on the back 20, as was described in FIG. 16.
  • the horizontal beam 13 projects into the compartment of the skeleton, which is filled with a wall element 29.
  • Plates 33 of the wall element 29 form an intermediate that is filled with insulating compound 69.
  • the plates 33 of the wall element 29 are pressed by the clamps 24 against the stop bar 17b of the webs 15 of the horizontal struts 13.
  • the clips engage with their inner arms 25a behind the stop surfaces 17b of the horizontal struts 13 and with the outer arms 25b on the outside around the edges of the plates 33 of the wall element 29.
  • the detail from FIG. 18 shown in FIG. 20 shows in particular the various possibilities when using the clamp 24.
  • the clamp 24 connects the plate 33 of a wall element 29 to the shell 42 of a support 10.
  • the outer arm 25b engages around the edge of the plate 33, the inner arm 25a of the clamp 24 reaches behind the stop surface 17b of the angle 11 of the shell 42 of the support 10 .
  • One of the lugs 27 serves as a stop for a cladding part 37 and as a support for a cladding sheet 78.
  • the heat-insulating layer 34 can also be seen, with which the spaces between the flanges 12 of the angles 11 of the shells 42 of the support 10 are filled.
  • the shells of the skeletal parts can be made of steel, a metal such as aluminum or also of plastic.
  • the manufacturing processes can be arbitrary, for example rolling, rolling, bending, pressing, extruding or other.
  • the clips are preferably made of metal.
  • the support according to FIG. 21 differs from the support shown in FIG. 18 only in the cross-section of the profile of the shells 42. While the support according to FIG. 18 is composed of shells with a rectangular cross-section, the support consists 21 from shells 42 of a flat-angled cross section with flanges 12 which protrude with their ends as webs 15 and angled stop strips 17 with back 17a and stop surfaces 17b into the fold of the skeleton, not shown. As in the support according to FIG. 18, the shells 42 are also kept at a distance by inserted heat-insulating layers 34 and are joined together by screws 35 to form supports.
  • the columns according to FIG. 18 are preferably used in the construction of buildings whose floor plan has a rectangular grid.
  • the columns according to FIG. 21 are used to create buildings whose floor plan has a triangular or a hexagonal grid.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Glass Compositions (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP81103832A 1980-05-24 1981-05-19 Skelett für Bauwerke Expired EP0040792B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81103832T ATE8683T1 (de) 1980-05-24 1981-05-19 Skelett fuer bauwerke.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE3020048 1980-05-24
DE19803020048 DE3020048A1 (de) 1980-05-24 1980-05-24 Skelett fuer bauwerke
DE19813116993 DE3116993A1 (de) 1981-04-29 1981-04-29 Skelett fuer bauwerke
DE3116993 1981-04-29

Publications (3)

Publication Number Publication Date
EP0040792A2 EP0040792A2 (de) 1981-12-02
EP0040792A3 EP0040792A3 (en) 1982-02-24
EP0040792B1 true EP0040792B1 (de) 1984-07-25

Family

ID=25785693

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81103832A Expired EP0040792B1 (de) 1980-05-24 1981-05-19 Skelett für Bauwerke

Country Status (7)

Country Link
US (1) US4430834A (es)
EP (1) EP0040792B1 (es)
BR (1) BR8103309A (es)
DK (1) DK224881A (es)
ES (1) ES8203445A1 (es)
FI (1) FI811589L (es)
NO (1) NO811708L (es)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
YU44708B (en) * 1987-01-26 1990-12-31 Momcilo Milovanovic Construction assembly of steel panels
CZ261691A3 (en) * 1990-08-25 1993-10-13 Lorenz Kesting Section for steel framed structures
FR2667636A1 (fr) * 1990-10-04 1992-04-10 Bretzner Michel Pilier pour construction legere et constructions realisees a l'aide d'un tel pilier.
FR2727712A1 (fr) * 1994-12-01 1996-06-07 Metal Deploye Sa Element porteur pour structures en treillis
ITGE20010013A1 (it) * 2001-02-09 2002-08-09 Impresa Marinoni S R L Strutture adatte all'allestimento di locali umidi e relativo procedimento di montaggio.
DE10360712A1 (de) * 2003-12-19 2005-07-28 Peiner Träger GmbH Verfahren zur Herstellung eines offenen Hohlprofils aus einem Profilträger und offenes Hohlprofil
US8381468B2 (en) * 2008-05-05 2013-02-26 Kenneth J. Koupal Modular building structure
US9422713B2 (en) * 2013-03-06 2016-08-23 Jesse B. Trebil In-situ fabricated wall framing and insulating system
GB2556049B (en) * 2016-11-14 2019-12-18 Oblyt Ltd A column assembly
ES2852057A1 (es) * 2020-03-04 2021-09-10 Plaza Pedro Lavandeira Sistema constructivo estructural de edificacion seca, desmontable, trasportable y reutilizable

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1913485U (de) * 1964-12-24 1965-04-08 Eberhard G Rensch Saeulenfoermiges bauelement.
DE1559408A1 (de) * 1965-06-09 1969-08-28 Rensch Eberhard Rahmenfachwerk
DE1658953B2 (de) * 1967-04-20 1976-11-25 Ramboux, Paul; Mas, Lerr Elie; Brüssel Bauwerksgerippe
FR1567811A (es) * 1967-06-07 1969-05-16
US3537219A (en) * 1968-08-30 1970-11-03 Prudent O Blancke Demountable partition wall
DE2223457A1 (de) * 1972-05-13 1973-12-20 Rensch Eberhard Skelett fuer bauten aller art
DE2229737A1 (de) * 1972-05-13 1974-01-10 Rensch Eberhard Skelett fuer bauten aller art
DE2600547A1 (de) * 1972-05-13 1977-07-21 Rensch Eberhard Mit waenden, tuerfeldern, fenstern und dergleichen ausgefuelltes skelett fuer bauten
DE2421742A1 (de) * 1974-05-06 1975-11-20 Kuenstler Eisenwerk Fenster, insbesondere kellerfenster
US4086739A (en) * 1975-04-10 1978-05-02 Hall Raymond L Wall construction having panel attachment means
US4016690A (en) * 1975-04-21 1977-04-12 Cletus Richardson Structural members for panel wall and glazing systems
GB1503588A (en) * 1975-07-03 1978-03-15 Profiles & Tubes De L Est Building frame structural elements and fixing members therefor
FR2376927A1 (fr) * 1977-01-06 1978-08-04 Diffusion Materiel Stockage Dispositif d'assemblage d'elements de cloison amovible
DE2917480A1 (de) * 1979-04-30 1980-11-13 Holzaepfel Christian Gmbh Pfosten zur befestigung von einbautrenn- und schrankwaenden
US4312158A (en) * 1979-09-19 1982-01-26 Donn Incorporated Fire-resistant demountable partition structure

Also Published As

Publication number Publication date
BR8103309A (pt) 1982-02-16
EP0040792A3 (en) 1982-02-24
EP0040792A2 (de) 1981-12-02
NO811708L (no) 1981-11-25
FI811589L (fi) 1981-11-25
ES502445A0 (es) 1982-04-01
US4430834A (en) 1984-02-14
ES8203445A1 (es) 1982-04-01
DK224881A (da) 1981-11-25

Similar Documents

Publication Publication Date Title
DE1759951A1 (de) Gebaeude aus vorgefertigten Abschnitten
DE1658834A1 (de) Gebaeudetrenn- oder Zwischenwaende aus Fertigbauteilen
EP0040792B1 (de) Skelett für Bauwerke
DE3408390A1 (de) Raumzelle
DE202014101864U1 (de) Stecksystem mit Steckelement für ein Modulhaus
DE3020048A1 (de) Skelett fuer bauwerke
EP0365773A1 (de) Trennwand
DE1880461U (de) Hausbauplatte fuer haeuser aus vorgefertigten bauteilen.
DE1937443B2 (de) Wand- und Deckenteile zur Bildung von Raeumen
DE4233061A1 (de) Gebäude mit einem Metallskelett
DE7805757U1 (de) Bausatz fuer eine trennwand fuer raeume, vornehmlich zur abtrennung von kellerraeumen
DE69316031T2 (de) Metallständer als ersatz für holzständer
AT524994B1 (de) Bausatz für ein Gerätehaus
DE816143C (de) Loesbare Befestigung von plattenfoermigen Innenraumverkleidungen an gebaeudefesten Teilen
DE202021004215U1 (de) Bausatz für ein Gerätehaus
DE3308118A1 (de) Fassadenverkleidung und dachdeckung
EP1574632A2 (de) Trockenbauwand
DE557208C (de) Stahlfachwerk fuer Waende, Decken u. dgl. aus Doppel-T-Traegern, deren Steg und beide Hohlflanschen aus einem Blechstreifen gefaltet sind
DE1459901B2 (de) Gebaeude, das eine front mit loggien aufweist
DE2406572A1 (de) Raumkasten
DE102014114559A1 (de) Raumzelle
DE2523851A1 (de) Trennwandsystem, insbesondere wandfeldkonstruktion o.dgl.
DE4336077A1 (de) Trennwand in Trockenbauweise
DE1559436C (de) Versetzbare Trennwand mit einem Traggerippe und Wandfüllungen
DE9215128U1 (de) Schnellbau-Trennwandsystem

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT BE CH FR GB IT LI NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): AT BE CH FR GB IT LI NL SE

17P Request for examination filed

Effective date: 19820811

RBV Designated contracting states (corrected)

Designated state(s): AT BE CH FR GB IT LI NL SE

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: STUDIO RENSCH MONTREUX S.A.

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): AT CH FR GB LI SE

REF Corresponds to:

Ref document number: 8683

Country of ref document: AT

Date of ref document: 19840815

Kind code of ref document: T

RBV Designated contracting states (corrected)

Designated state(s): AT CH FR GB LI SE

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Effective date: 19850519

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19850520

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19850531

Ref country code: CH

Effective date: 19850531

26N No opposition filed
GBPC Gb: european patent ceased through non-payment of renewal fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19860131

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Effective date: 19881118

EUG Se: european patent has lapsed

Ref document number: 81103832.2

Effective date: 19860728