EP0093735A1 - Procede de construction au moyen d'un systeme de prefabrication et elements pour celui-ci. - Google Patents

Procede de construction au moyen d'un systeme de prefabrication et elements pour celui-ci.

Info

Publication number
EP0093735A1
EP0093735A1 EP82903240A EP82903240A EP0093735A1 EP 0093735 A1 EP0093735 A1 EP 0093735A1 EP 82903240 A EP82903240 A EP 82903240A EP 82903240 A EP82903240 A EP 82903240A EP 0093735 A1 EP0093735 A1 EP 0093735A1
Authority
EP
European Patent Office
Prior art keywords
elements
securing
premises
coupling
bars
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP82903240A
Other languages
German (de)
English (en)
Other versions
EP0093735B1 (fr
Inventor
Robert Wilhelmus J Tebbe
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
Priority to AT82903240T priority Critical patent/ATE32245T1/de
Publication of EP0093735A1 publication Critical patent/EP0093735A1/fr
Application granted granted Critical
Publication of EP0093735B1 publication Critical patent/EP0093735B1/fr
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the invention relates to a method for prefab system building of houses and of premises in general for several purposes, as well as to elements used for said method.
  • the method as referred to in the introduction is characterized according to the present invention in that compact modular elements provided with securing nibs and securing slabs in a standardized way are compiled with the aid of coupling collars in a sequence previously determined by a numbering, and that said elements are attached to adjacent elements by means of securing bars provided with screw-thread into screw covers of these elements, and consecutively the connection is tightened with a coupling key.
  • the elements used for this method of operating are to be provided only in a restricted number of typical shapes, i.e. in the form of floor-, wall-, roof-and head-frontage modular elements, having standardized sizes according to an algebraic series.
  • the sizes and weights of these are such that they can easily be carried supported andtransported by constructors labourers.
  • the material can be wood, artificial stone material, plastic, metal, concrete, Ytong or Santorin building material or a similar product or a combination of same.
  • the securing bars and the screw covers are applied in a manner such that the fastening of consecutive modular elements is carried into effect in shifted position.
  • the modular elements may be provided with means for utility joints and for conduit leads or parts of same for the supply of gas, water and electrical current, as well as with apertures for ventilation, sewerage, etc.
  • the size of the elements is preferably 2600mm length and 600mm width at the most.
  • the weight is preferably 60kg at the most.
  • the elements can be packed in the form of packages ready for do-it-yourself construction and can be supplied in such a form to the building site.
  • figure 1 the elements are shown isometrically as seen from above or from underneath, in the front and side view. Therein 1 is a flooring,wall or roof element, as seen from the said directions.
  • FIG 2 a head frontage element is shown in the same way.
  • FIG 3 it is shown how the elements are to be joined and connected by means of the parts as described, whereby an accurate gauging is obtained.
  • 1 are the elements
  • 2 is a coupling collar
  • 3 is a securing nib
  • 4 is the securing slab a,s provided for the mode of operating according to the present invention.
  • Figure 4 the placement of the coupling collar 2 and the way of joining is shown.
  • Figure 5 shows a cross section of a side wall of a building constructed as a skeleton using the elements.
  • Figure 6 shows a view of such a wall.
  • the directions of cross sections are indicated as A-A',B-B' and C-C'. These said cross sections are shown in the figures 7 and 8 in more detail.
  • figure 9 it is shown,how the joined elements are connected with each other by means of a securing bar 5.
  • the way of connecting is shown in more detail in figure 10.
  • 5 is the securing bar
  • 4 is the securing slab.
  • Figure 11 shows an isometric view of the skeleton of a premise built upon a foundation by means of the serial numbered modular elements as described, wherein the wall elements are fixed upon the floor elements by means of the coupling collars, and the higher floor elements are fixed upon the wall elements by these means.
  • This method is an entirely "dry" manner of constructing a premise, i.e. no mortar is necessary for the connection of the modular elements.
  • the mounting can be carried out upon conventional foundations such as upon pickets or piling and upon concrete base.
  • Internal accomodation such as sheathing, coverings of walls, ornamentals, doors, window panes, shutters, frames and the like can be exchanged easily so that the dwelling will remain in an individual appearance, adapted to the taste of the user, with regard to the interior as well as to the exterior.
  • the invention also relates to the manufacture of the elements and to dwellings which can be obtained with the method of operation and which can be erected respectively with the elements.
  • premises and dwellings can be built also in part by the described method and in part according to conventional techniques.
  • the system can also be used in regions where entirely divergent climatological requirements exist, such as in development countries, since the technical and constructional properties of the elements and the requirements to which the premises will ba submitted can be adapted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Road Signs Or Road Markings (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Procédé de construction de bâtiments utilisant des éléments préfabriqués de type modulaire pourvus d'ouvertures pour des barres de fixation (5) et des couvercles de vis et de talons de fixation (7) et de plaques de fixation (8), pouvant être réunis à l'aide de colliers de couplage (6) et reliés à l'aide de barres de fixation (5) présentant un filetage inséré dans des couvercles de vis.
EP82903240A 1981-11-19 1982-11-15 Procede de construction au moyen d'un systeme de prefabrication et elements pour celui-ci Expired EP0093735B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82903240T ATE32245T1 (de) 1981-11-19 1982-11-15 Verfahren zur herstellung eines gebaeudes bestehend aus fertigteilen und elemente dafuer.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8105234 1981-11-19
NLAANVRAGE8105234,A NL189975C (nl) 1981-11-19 1981-11-19 Werkwijze voor het bouwen met een nauwkeurige maatvoering, en het stel onderdelen hiervoor.

Publications (2)

Publication Number Publication Date
EP0093735A1 true EP0093735A1 (fr) 1983-11-16
EP0093735B1 EP0093735B1 (fr) 1988-01-27

Family

ID=19838409

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82903240A Expired EP0093735B1 (fr) 1981-11-19 1982-11-15 Procede de construction au moyen d'un systeme de prefabrication et elements pour celui-ci

Country Status (6)

Country Link
EP (1) EP0093735B1 (fr)
AT (1) ATE32245T1 (fr)
AU (1) AU9059982A (fr)
DE (1) DE3278038D1 (fr)
NL (1) NL189975C (fr)
WO (1) WO1983001802A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3418183A1 (de) * 1984-05-16 1986-01-23 Matthias 3440 Eschwege Heinrich Verbindungselemente fuer kojenwaende
HUP0204326A2 (hu) * 2002-12-13 2004-08-30 Jenő Lévai Eljárás készre gyártott falelemekkel építmény előállítására, valamint készre gyártott alap és egyéb falelemek
DE102017118546B4 (de) * 2017-08-15 2019-06-27 Romeo Gündling Wandaufbau mit einem tragenden Ständerwerk

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR22643E (fr) * 1919-11-29 1921-08-04 Erville Joseph D Autemarre D Briques pour contructions armées, enchassées
FR518901A (fr) * 1920-03-05 1921-06-02 Charles Frederick Mcavoy Perfectionnements apportés aux constructions démontables
FR918754A (fr) * 1944-08-22 1947-02-18 Cork Insulation And Asbestos C Perfectionnements aux constructions à sections
AU454655B2 (en) * 1969-10-13 1974-10-18 Bruce Gordon Melville An improved building construction
US3820293A (en) * 1971-12-29 1974-06-28 Tokyo Plywood Kk Framed structural member and board structure composed of short timbers assembled

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8301802A1 *

Also Published As

Publication number Publication date
NL189975C (nl) 1993-09-16
AU9059982A (en) 1983-06-01
ATE32245T1 (de) 1988-02-15
NL8105234A (nl) 1983-06-16
DE3278038D1 (en) 1988-03-03
NL189975B (nl) 1993-04-16
EP0093735B1 (fr) 1988-01-27
WO1983001802A1 (fr) 1983-05-26

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