EP0899388A2 - Procédé de construction pour maisons familiales et bâtiments d'habitation - Google Patents

Procédé de construction pour maisons familiales et bâtiments d'habitation Download PDF

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Publication number
EP0899388A2
EP0899388A2 EP98115950A EP98115950A EP0899388A2 EP 0899388 A2 EP0899388 A2 EP 0899388A2 EP 98115950 A EP98115950 A EP 98115950A EP 98115950 A EP98115950 A EP 98115950A EP 0899388 A2 EP0899388 A2 EP 0899388A2
Authority
EP
European Patent Office
Prior art keywords
supports
construction
foundation
grid
residential building
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Withdrawn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
EP98115950A
Other languages
German (de)
English (en)
Other versions
EP0899388A3 (fr
Inventor
Karsten Bajorat
Harald Carstensen
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
Application filed by Individual filed Critical Individual
Publication of EP0899388A2 publication Critical patent/EP0899388A2/fr
Publication of EP0899388A3 publication Critical patent/EP0899388A3/fr
Withdrawn legal-status Critical Current

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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
    • E04B1/18—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
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • 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
    • E04B2001/2448—Connections between open 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
    • E04B2001/249—Structures with a sloping roof

Definitions

  • Steel skeleton structures have generally been constructed for offices and administrative buildings, department stores, factories and other industrial buildings as well as for parking garages. With them, the walls only serve to enclose the room, while all loads, including those of the walls, are borne by the steel skeleton. The wind load is absorbed in the interaction of the disc-like wall and ceiling panes, which are non-positively connected to the steel skeleton. Due to the low total weight of the steel skeleton structure, savings are made in the foundation, especially in poor soil. For about thirty years, steel skeleton construction has also been pushing into residential construction, where the requirements for spans and loads play a rather minor role.
  • Steel in residential construction can be divided into three building systems: Skeleton construction, building with surface elements and modular construction.
  • the skeleton construction is probably the most flexible construction since it offers the most variation possibilities.
  • the client has the opportunity to create a lot of his own work in the interior, as the non-load-bearing interior walls in Dry construction "can be quickly and variably adapted to the respective living and family situation.
  • Another construction method is the modular construction method, since in principle everything can be prefabricated in a production facility. It offers sufficient design freedom for residential construction and has a very short construction and assembly time. However, the dimensions limited by transport conditions and an acceptance problem in the population have a disadvantage ( Living in a container ").
  • a particular advantage of the method according to the invention arises from the fact that the building envelope as a secondary construction on the primary structure, the steel skeleton, by is mounted top down so that the construction process is quick and can be carried out regardless of the weather and In particular, the interior work should be started early can.
  • the steel supports and crossbars are built up on a square grid dimension as the primary construction, preferably with HEA-120 profiles.
  • the prefabricated facade elements in wooden panel construction and disc-like wooden plank ceilings provide the bracing.
  • a square base enables individual adjustment to the cardinal points and the shape of the plot. For example, on a minimum building plot of 250 m 2 prescribed by the state building regulations, which corresponds to a square footprint of approx. 16 x 16 m, a residential building with a footprint of 100 m 2 , corresponding to 10 x 10, with the prescribed edge distances of 3 m to be built.
  • a polygon is used in the present invention as Base area selected, preferably a square, this Square the footprint of a cube or what is more appropriate is a column or a prism. It's in the frame of the present invention, another basic form, for example a hexagon to choose.
  • a support 5 In Fig. 1 the part of a support 5 is shown, it This is a HEA profile, which consists of a web 2 and two flanges 3 and 4 is formed.
  • the support foot 5 is shown graphically, and only the lower part, where there is a tab 1 between the flanges 3 and 4 and the web 2 with an elongated hole 6 is located.
  • the support leg can be on the foundation be placed at the intended place so that an anchor screw inserted through the elongated hole 6 and on can be attached to the foundation. It is appropriate to provide tabs on both sides of the web 2 on the support foot.
  • the support 5 is shown in FIG. 2 as an example of the used Supports at an intermediate height between the bottom and the upper limit with a tab 26 formed by the web 3 or 4 protrudes beyond the outline of the support, so that them in the enclosed space between neighboring ones Protruding into it and therefore to attach one Wall element 30 can serve.
  • This is schematic in Fig. 2 reproduced, two elongated holes 7 shown in the tab 26 are used for example for screw connections can be.
  • Fig. 3 shows that in the illustrated embodiment left-hand end of a belt or a main or Subcarrier 10. However, the representation also corresponds to that of upper end of a support 5, but the illustration is in Fig. 3 then from the vertical to the horizontal position been pivoted.
  • the carrier 10 has a web 12 and two flange parts 11 and 13 equipped. At the upper end is a perforated plate 14 in the space between the two flanges 11 and 13 as well the webs 12 have been welded. An elongated hole 24 allows the connection of the carrier 10 to other parts of the Residential building.
  • the carrier 10 is still at the end between the webs 11 and 13 is formed with a perforated plate 15 which has an elongated hole 25 has and also the connection of the carrier 10 with neighboring parts of the building.
  • the carrier 10 has one at the end shown further tab 16, which is formed in the oblique direction and is also provided with a fastening passage.
  • This inclined bracket 16 is used to brace the latticework of interconnected elements of a residential building.
  • Fig. 4 shows a plan view of the floor plan of a Residential building according to the invention, being in the present case a total of 16 supports in a uniform square Grid dimensions are shown.
  • Has the lattice structure of the residential building on assembly Can reach the top building limits on the spot be started with the ceiling so that the interior against is protected from the weather and the interior fittings in Can be attacked.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP98115950A 1997-08-29 1998-08-25 Procédé de construction pour maisons familiales et bâtiments d'habitation Withdrawn EP0899388A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29715503U DE29715503U1 (de) 1997-08-29 1997-08-29 Einzelhaus-Wohnungsgebäude in Skelettbauweise
DE29715503U 1997-08-29

Publications (2)

Publication Number Publication Date
EP0899388A2 true EP0899388A2 (fr) 1999-03-03
EP0899388A3 EP0899388A3 (fr) 2000-08-23

Family

ID=8045261

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98115950A Withdrawn EP0899388A3 (fr) 1997-08-29 1998-08-25 Procédé de construction pour maisons familiales et bâtiments d'habitation

Country Status (2)

Country Link
EP (1) EP0899388A3 (fr)
DE (1) DE29715503U1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19808617A1 (de) * 1998-02-24 1999-09-30 Bauen Und Ideen Beratungs Plan Wohnhaus und Verfahren zur Errichtung eines Wohnhauses

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1976967A (en) * 1931-04-24 1934-10-16 Scullin Steel Co Steel house
DE3026333A1 (de) * 1980-07-11 1982-02-11 Siegmund 2300 Kiel Wilbach Montagehaus
GB2182689A (en) * 1985-07-23 1987-05-20 Al Reedy Al Sayed Sami Mohamma Modular construction system for pre-fabricated houses
EP0590248A1 (fr) * 1992-10-01 1994-04-06 Ernst Koller Bâtiment à squelette métallique
WO1996035022A1 (fr) * 1995-05-04 1996-11-07 Gerhard Schmauser Charpente de construction modulaire

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1976967A (en) * 1931-04-24 1934-10-16 Scullin Steel Co Steel house
DE3026333A1 (de) * 1980-07-11 1982-02-11 Siegmund 2300 Kiel Wilbach Montagehaus
GB2182689A (en) * 1985-07-23 1987-05-20 Al Reedy Al Sayed Sami Mohamma Modular construction system for pre-fabricated houses
EP0590248A1 (fr) * 1992-10-01 1994-04-06 Ernst Koller Bâtiment à squelette métallique
WO1996035022A1 (fr) * 1995-05-04 1996-11-07 Gerhard Schmauser Charpente de construction modulaire

Also Published As

Publication number Publication date
EP0899388A3 (fr) 2000-08-23
DE29715503U1 (de) 1997-12-18

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