EP0863270B1 - Jeu d'éléments de construction de parois pour bâtiments - Google Patents

Jeu d'éléments de construction de parois pour bâtiments Download PDF

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Publication number
EP0863270B1
EP0863270B1 EP98103690A EP98103690A EP0863270B1 EP 0863270 B1 EP0863270 B1 EP 0863270B1 EP 98103690 A EP98103690 A EP 98103690A EP 98103690 A EP98103690 A EP 98103690A EP 0863270 B1 EP0863270 B1 EP 0863270B1
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EP
European Patent Office
Prior art keywords
length
wall
module
externally
elements
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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 - Lifetime
Application number
EP98103690A
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German (de)
English (en)
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EP0863270A1 (fr
Inventor
Paul J. Roth
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Individual
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood

Definitions

  • a kit is already known from DE 31 03 491 A1 to be used with six to eight angular wall elements, some of which are isosceles or areosceles each with single and double leg length is trained. There are also other elements with others Leg lengths so that there is no overall grid system is where the lengths of the legs are all angular Elements equal to the grid size or double the grid size are. The wall thickness is not based on the grid dimension Leg lengths matched.
  • DE 1 609 630 A1 is also a T-shaped element known, the flange and web, however, only very short lengths have because it only serves to make a bulkhead reliable to connect with a continuous longitudinal wall.
  • the known T-shaped element thus only forms the corners between the two walls, but not an essential part of either both walls.
  • it is also not suitable that Form end of a wall as its end faces for connection designed with longer wall elements for tongue and groove connections are.
  • the invention has for its object a kit provide the type mentioned for building walls, the differ in shape and size with very few Wall components for the design of a variety various floor plans and a simple, fast Assembly permitted.
  • kit also a T-shaped element, the Flange and its web measured with the flange thickness Have heard, length and twice the basic grid dimension Thickness of the legs, the flange and the web each 1/5 of the basic grid dimension of 125 cm.
  • the proposed wall thickness of 25 cm is a consideration based on adequate thermal insulation values for external walls can only be achieved with a multi-layer wall structure. So you can use the previously used thinking scheme thick, heat-insulating outer walls, thinner, load-bearing inner walls and come off even thinner non-load-bearing inner walls and work with a single wall thickness, on the one hand has the necessary load capacity, on the other hand to Basic grid size fits.
  • the disadvantage of the somewhat larger loss of space by using the suggested 25 cm thick Wall components instead of thin, non-load-bearing partitions is offset by the benefits, only five to need different wall elements, the better Soundproofing between neighboring interiors and the more even support of the to be taken over the ceiling Loads.
  • the proposed kit allows a substantial reduction and simplify construction time and reduce the Building-costs. Only five different wall components are needed to be made. You can e.g. B. manufacturing in forms made of lightweight concrete and for basements Heavy concrete manufactured and in a certain number Camp are taken. Since cracks mostly immediately after defective wall components can occur during manufacture be sorted out before they are installed. The constant production and warehousing of the few different ones Elements allows the use more rational Manufacturing processes and a constant, high manufacturing quality. Measured by sales, those in factory and Number of pieces held by commercial warehouses and thus also the Storage costs can be kept low.
  • the proposed system initially has the Advantage that the required wall components are immediately available be available. Also floor plan changes, exchange and reordering wall components are without time delay and disproportionate additional costs possible. Because all elements have an angular shape and are therefore stable on their own, they can be formed after molding maintain this position in an upright position and only need to be moved at a time. Are in that upper end of the elements cast-in eyebolts or hooks made of steel helpful. They allow a simple fast transport by crane from the mold to the warehouse, on a transport vehicle and at the installation site. After The lifting eyes can be cut off when erecting the walls. With the help of the usual hoists a single man taking the prefabricated components Maintain their upright position and carry on position and align the site exactly.
  • a mortar bed should be prepared. The exactly horizontal alignment at the same level by means of supporting blocks placed underneath. In the same way a prefabricated ceiling in one on top of the wall components prepared mortar bed.
  • Adhesive joint between adjacent wall components they are manufactured with a small undersize, so that they also in the sum of their lengths including the adhesive joints stay in grid. One is enough for the joint small undersize because of the manufacturing is accurate to the millimeter.
  • the proposed wall components form the corners of the bounded spaces. They end at passages, windows and doors. Lintels can be boarded together with a blanket and be poured. When using prefabricated ceilings can also be made as special components in any desired Length, also prefabricated, outside of the grid system and be provided with elbows at the ends, with which they easily on the adjacent wall components can be put on. Laying on the finished blanket is not hindered because it is in the mortar bed anyway he follows.
  • Installation lines can be in clad corners, between adjacent wall components with sufficient Intermediate distance to be set up and laid in the floor become. Even if in individual cases cable slots in the Wall components made of lightweight concrete must be chiselled the amount of work required for this is small in proportion to the saving by replacing individually bricked or shaped walls with just a crane from the beginning, to be placed at the intended position to stable standard elements.
  • Plastering the prefabricated wall components is also possible not necessary because it has smooth surfaces can be produced. It is enough to smooth the few narrow joints by filling. On the outside surfaces a thermal insulation layer is applied to the outer walls and on it or in front of it in a conventional manner z. B. a plaster layer, a brick wall shell, a wooden cladding or facade panels. The finished solid house makes a difference therefore not different from others after completion, conventional built solid houses.
  • Wall components can, moreover, in a corresponding manner Way to manufacture prefabricated houses in the Use timber frame construction.
  • the wall components though basically easier, but it also has an advantage noticeable if only a few, always the same wall building elements need to be produced, already with the erection are stable and only in a way that prevents movement Way with the floor, adjacent wall components and need to be connected to the ceiling.
  • Planning with the standard elements that are also available at any time offers greater freedom in the design of the floor plans than usual with prefabricated houses.
  • the location of installation lines can not be considered, it recommends themselves, relatively thick cover plates on the wooden frame attached so that slots are cut into the cover plates can be after inserting the leads to be filled.
  • the inventive Wall elements in wooden frame construction on the proven manufacturing techniques and the proven wall structure can be used by prefabricated houses.
  • the wall component 10 shown in Fig. 1 A, B is a Lightweight concrete LB5 according to DIN 4232 or heavy concrete B 25 according to DIN 1045 existing prismatic body with a height of 2.63 m, i.e. H. the wall height of a floor, and the in Fig. 1 B shown isosceles at right angles Base area with an outer leg length of 1.25 m and a wall thickness of 25 cm. The wall thickness is accordingly 1/5 of the outer leg length or 1/4 of the inner leg length.
  • the wall component 12 shown in Fig. 2A, B has the same Height and wall thickness, but an isosceles one at right angles Base area with an outer leg length of 2.50 m.
  • the wall components shown in Fig. 3 A, B and 4 A, B. 14, 16 also have the stated height and wall thickness.
  • the rectangular base each has a short leg with an outer edge length of 1.25 m and a long Legs with an outer edge length of 2.50 m.
  • the two Wall components 14, 16 differ only in that Arrangement of the short leg relative to the long leg.
  • 3 A, B has the base area the shape of an "L" while the footprint of the wall component 4 A, B as a mirror image L-shaped can be characterized.
  • the wall component 18 shown in FIG. 5 A, B also has the above height and wall thickness, but a T-shaped Base area with a flange length of 2.50 m and a bridge length of 2.25 m. If you add to the bridge length the wall thickness of the flange, you can see that the depth 5 B as well as its width 2.50 m is.
  • FIG. 1 A, B up to 5 A, B, but additionally marked with an index line 6 A, B to 10 A, B have wall components the same dimensions, but are made in wooden frame construction.
  • the wooden frames each consist of a corner post at the apex, several vertical stands and upper and lower frame timbers. Both those related on the corner inner side surfaces as well as the outer Side surfaces are covered with cover plates, and that of the frame timbers and cover plates limited inner Cavities in the wall components are not shown Insulating material, e.g. B. mineral wool.
  • Fig. 11 those described above with reference to 1A, B to 11 A, B wall components described preferably stored and transported upright. through on their top eyelets 20 they can then at any time attached to a crane and in the intended Position on the floor surface, in the example 11, a basement ceiling, are discontinued Concrete wall components each on a mortar bed 22.
  • Prefabricated lintels 24 can also be used in the same way transported on eyelets 20 and with elbows, not shown be placed on the adjacent wall components.
  • the floor plans of the ground floor shown in Fig. 12 A, B. and the upper floor of a family house are one Example of how to use only one according to the invention Kit, even without that shown in Fig. 5 T-shaped wall component, exterior and interior walls of one can build individually planned residential buildings. you recognizes in particular that with the basic grid dimension of 1.25 m and the selected wall thickness of 25 cm harmonious proportions are created. This is all the more amazing than the legs of all wall building elements are only two different ones Have lengths, namely either the basic grid dimension or double the length.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Claims (5)

  1. Jeu d'éléments de paroi ayant la hauteur d'un étage et présentant des dimensions modulaires pour construire des bâtiments, les éléments suivants présentant en plan des surfaces différentes :
    a) un petit élément à angle droit (10,10') dont les deux ailes ont extérieurement la longueur de l'unité modulaire.
    b) un grand élément à angle droit (12,12') dont les deux ailes ont extérieurement la longueur de deux unités modulaires.
    c) un élément en forme d'L (14,14') dont l'aile courte a extérieurement la dimension d'une unité modulaire et l'aile longue la dimension de deux unités modulaires.
    d) un élément symétrique en forme de L (16,16') dont l'aile courte a extérieurement la longueur d'une unité modulaire et l'aile longue la dimension de deux unités modulaires,
    caractérisé en ce qu'
    appartient également au jeu de construction un élément en forme de T (18,18') dont la barre ainsi que le pied mesuré avec l'épaisseur de la barre ont la longueur de deux unités modulaires, et l'épaisseur des ailes, de la barre et du pied est de 1/5 de l'unité modulaire égale à 125 cm.
  2. Jeu selon la revendication 1,
    caractérisé en ce que
    les éléments de construction de paroi (10 à 18 ; 10' à 18') présentent à leurs extrémités supérieures des crochets ou oeillets porteurs (20).
  3. Jeu selon la revendication 1 ou 2,
    caractérisé en ce que
    les éléments de construction de paroi (10 à 18 ; 10' à 18') ont leurs parois latérales à surface lisse.
  4. Jeu selon l'une des revendications 1 à 3,
    caractérisé en ce que
    les éléments de construction de paroi (10 à 18) sont en béton lourd ou léger.
  5. Jeu selon l'une des revendications 1 à 3,
    caractérisé en ce que
    les éléments de construction de paroi (10' à 18') sont composés d'un cadre en bois de la hauteur d'un étage sur lequel sont fixées des plaques de couverture constituant des raidisseurs.
EP98103690A 1997-03-04 1998-03-03 Jeu d'éléments de construction de parois pour bâtiments Expired - Lifetime EP0863270B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19708639 1997-03-04
DE19708639 1997-03-04

Publications (2)

Publication Number Publication Date
EP0863270A1 EP0863270A1 (fr) 1998-09-09
EP0863270B1 true EP0863270B1 (fr) 2004-07-07

Family

ID=7822109

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98103690A Expired - Lifetime EP0863270B1 (fr) 1997-03-04 1998-03-03 Jeu d'éléments de construction de parois pour bâtiments

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EP (1) EP0863270B1 (fr)
DE (1) DE59811645D1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931298B (zh) * 2021-11-23 2023-06-09 中国建筑技术集团有限公司 一种低多层装配式轻钢轻混凝土结构体系的建造方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7233226U (de) 1973-01-11 Flath F Stellwand
DE1609630A1 (de) * 1966-02-17 1970-04-30 Becker Franz Josef Fertigteil-Wandelement fuer die Herstellung von Fertigbauten
US4165591A (en) * 1978-06-30 1979-08-28 Fitzgibbon Chester M Component type building construction system
DE3103491A1 (de) * 1981-02-03 1983-04-21 Heinz 5451 Ehlscheid Klein Freistehende geschosshohe wandteile

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Publication number Publication date
DE59811645D1 (de) 2004-08-12
EP0863270A1 (fr) 1998-09-09

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