WO1983001802A1 - A method for prefab system building and elements for same - Google Patents

A method for prefab system building and elements for same Download PDF

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Publication number
WO1983001802A1
WO1983001802A1 PCT/EP1982/000247 EP8200247W WO8301802A1 WO 1983001802 A1 WO1983001802 A1 WO 1983001802A1 EP 8200247 W EP8200247 W EP 8200247W WO 8301802 A1 WO8301802 A1 WO 8301802A1
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WO
WIPO (PCT)
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.)
Ceased
Application number
PCT/EP1982/000247
Other languages
French (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 DE8282903240T priority Critical patent/DE3278038D1/en
Priority to AU90599/82A priority patent/AU9059982A/en
Priority to AT82903240T priority patent/ATE32245T1/en
Publication of WO1983001802A1 publication Critical patent/WO1983001802A1/en
Anticipated expiration legal-status Critical
Ceased 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
    • 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.Method of constructing buildings using prefabricated modular type elements provided with openings for fixing bars (5) and covers with fixing screws and heels (7) and fixing plates (8), which can be joined to using coupling collars (6) and connected using fixing bars (5) having a thread inserted in screw covers.

Description

A method for prefab system building and elements for same.
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.
Methods for constructing with preformed parts are known. For these known methods parts of floors, walls and roofs and of larger units are used which are supplied as such at the place of destination and which are compiled in the conventional manner.
The disadvantages of these known methods are mainly that the parts and units are not appropriate to be compiled by unskilled persons, that weight and volume mostly are too large, that the period of time required for constructing is rather long, that for the building operations large and expensive machinery will be inevitable and that the construction completed will not comply with requirements on the long term, related to the nature of the soil and to the climate, in spite of official regulations.
Therefor a method of operating has been searched whereby these disadvantages and inconveniences could be prevented.
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.
By means of the application of the coupling collars, securing slabs, securing nibs and securing bars an extremely accurate gauging in the connection of the elements will be obtained.
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 elements are numbered consecutively and this numbering can be included in the added directions for use, whereby the putting into practice of the parts will be simplified considerably.
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.
The shape of the elements according to the invention and the manner of using the system is illustrated in details as shown in the enclosed figures 1 through 13.
However the invention is not restricted to the examples of the performances as drawn.
In 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.
In figure 2 a head frontage element is shown in the same way. In figure 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. Therein 1 are the elements, 2 is a coupling collar, 3 is a securing nib and 4 is the securing slab a,s provided for the mode of operating according to the present invention. In 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. In the figures 5 and 6 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. In 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. Therein 5 is the securing bar and 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. The placement, junction and fixation is shown in more detail in figures 12 and 13, wherein 3 indicates the securing nibs. A premise built in this way can be dismounted again, while the quality of the compiling modular elements remains unchanged, and with these very elements it can be rebuilt elsewhere, such that one obtains a house again having a constructional and statical quality and performance equal to that of the previous premise.
By an extension with further elements a reconstruction or an enlargement of the house can easily be made. The construction of such a premise type may be reproduced in a simple way as well. There is also a possibility of removal or displacement, because this type of premise can be demounted, with a minimum of expenses. The advantages of constructing by means of the present system are, among others, the low price, the small sizes and weights of the elements, such that no cranes or other heavy machinery are to be used, furthermore the simple manner of obtaining the junctions, such that the assembly and erecting can be done by unskilled labour, if any, and the high stability and gauging accuracy which can be obtained, as well as the minor maintenance required for this type of construction.
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.
If piling is necessary with regard to the soil quality, a smaller number of piles than the usual number will be obligatory because of the small weight construction.
For the normal one-family dwelling house an extremely short construction time can be realised.
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.
It is of its very nature that premises and dwellings can be built also in part by the described method and in part according to conventional techniques.
Premises erected according to the present method or even partially constructed according to this method possess an improved resistance against damages inflicted by mining or by earth quakes compared to houses built in the conventional way.
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.

Claims

Claims :
1. A method for the construction of houses and other premises using prefabricated elements, consisting of customary building materials, characterized in that compact modular elements provided with apertures for securing bars and screw covers and 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 the elements, and consecutively the connection is tightened with a rotatory coupling key.
2. A method according to claim 1, characterized in that the elements are manufactured in the form of floor-,wall-, roof- and head frontage elements and that they are of standard sizes according to an algebraic series.
3. A method according, to claim 1, characterized in that the elements consist of wood, artificial stone, plastic, metal, concrete material, Ytong - or Santorin material or similar material or of a combination thereof.
4. Elements for the erection of premises, characterized in that said elements are provided with securing nibs, securing slabs and apertures for coupling collars, securing bars and screw covers.
5. Elements according to claim 4, characterized in that said elements are made as shown in figure 3, wherein 1 is the element, 2 is the coupling collar, 3 is a securing nib, 4 is a securing slab.
6. Premises, partially or entirely erected using the method according to one or several of claims 1 through 3, or by the application of elements according to claims 4 or 5 respectively. AMENDED CLAIMS
(received by the International Bureau on 06 April 1983 (06.04.83))
mended)
1. A method for the construction of houses and other premises using prefabricated elements, consisting of compact modular elements of customary building materials provided with apertures, characterized in that said elements with securing bars and screw covers and with adjusting nibs and 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 said securing bars provided with screw thread into screw covers of the elements, and consecutively the connection is tightened with a rotatory coupling key.
PCT/EP1982/000247 1981-11-19 1982-11-15 A method for prefab system building and elements for same Ceased WO1983001802A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE8282903240T DE3278038D1 (en) 1981-11-19 1982-11-15 A method for prefab system building and elements for same
AU90599/82A AU9059982A (en) 1981-11-19 1982-11-15 A method for prefab system building, and elements for same
AT82903240T ATE32245T1 (en) 1981-11-19 1982-11-15 METHOD OF MANUFACTURING A BUILDING CONSISTING OF PREFABRICATED ELEMENTS AND ELEMENTS FOR THEM.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8105234811119 1981-11-19
NLAANVRAGE8105234,A NL189975C (en) 1981-11-19 1981-11-19 METHOD FOR BUILDING WITH ACCURATE SIZE, AND THE SET OF PARTS FOR THIS.

Publications (1)

Publication Number Publication Date
WO1983001802A1 true WO1983001802A1 (en) 1983-05-26

Family

ID=19838409

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1982/000247 Ceased WO1983001802A1 (en) 1981-11-19 1982-11-15 A method for prefab system building and elements for same

Country Status (6)

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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3418183A1 (en) * 1984-05-16 1986-01-23 Matthias 3440 Eschwege Heinrich Connecting elements for partition walls
WO2004055298A3 (en) * 2002-12-13 2004-08-12 Jenoe Levai Procedure for the construction of building works by using prefabricated wall-elements and prefabricated basic and other wall-elements
DE102017118546A1 (en) * 2017-08-15 2019-02-21 Romeo Gündling Wall construction with a supporting framework

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR518901A (en) * 1920-03-05 1921-06-02 Charles Frederick Mcavoy Improvements made to demountable constructions
FR22643E (en) * 1919-11-29 1921-08-04 Erville Joseph D Autemarre D Bricks for reinforced constructions, embedded
FR918754A (en) * 1944-08-22 1947-02-18 Cork Insulation And Asbestos C Improvements to sectional constructions
US3820293A (en) * 1971-12-29 1974-06-28 Tokyo Plywood Kk Framed structural member and board structure composed of short timbers assembled
AU454655B2 (en) * 1969-10-13 1974-10-18 Bruce Gordon Melville An improved building construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR22643E (en) * 1919-11-29 1921-08-04 Erville Joseph D Autemarre D Bricks for reinforced constructions, embedded
FR518901A (en) * 1920-03-05 1921-06-02 Charles Frederick Mcavoy Improvements made to demountable constructions
FR918754A (en) * 1944-08-22 1947-02-18 Cork Insulation And Asbestos C Improvements to sectional constructions
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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3418183A1 (en) * 1984-05-16 1986-01-23 Matthias 3440 Eschwege Heinrich Connecting elements for partition walls
WO2004055298A3 (en) * 2002-12-13 2004-08-12 Jenoe Levai Procedure for the construction of building works by using prefabricated wall-elements and prefabricated basic and other wall-elements
DE102017118546A1 (en) * 2017-08-15 2019-02-21 Romeo Gündling Wall construction with a supporting framework
DE102017118546B4 (en) 2017-08-15 2019-06-27 Romeo Gündling Wall construction with a supporting framework

Also Published As

Publication number Publication date
NL189975C (en) 1993-09-16
AU9059982A (en) 1983-06-01
ATE32245T1 (en) 1988-02-15
NL8105234A (en) 1983-06-16
DE3278038D1 (en) 1988-03-03
NL189975B (en) 1993-04-16
EP0093735B1 (en) 1988-01-27
EP0093735A1 (en) 1983-11-16

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