EP3577286A1 - Système de construction - Google Patents

Système de construction

Info

Publication number
EP3577286A1
EP3577286A1 EP18706652.7A EP18706652A EP3577286A1 EP 3577286 A1 EP3577286 A1 EP 3577286A1 EP 18706652 A EP18706652 A EP 18706652A EP 3577286 A1 EP3577286 A1 EP 3577286A1
Authority
EP
European Patent Office
Prior art keywords
segments
segment
bars
rods
construction system
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
EP18706652.7A
Other languages
German (de)
English (en)
Other versions
EP3577286B1 (fr
Inventor
Werner Grosse
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.)
GROSSE, WERNER
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 EP3577286A1 publication Critical patent/EP3577286A1/fr
Application granted granted Critical
Publication of EP3577286B1 publication Critical patent/EP3577286B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements
    • 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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • 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
    • E04C2/40—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 composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood

Definitions

  • the invention relates to a building system with prefabricated or preassembled segments for the construction of buildings, especially of walls or the like.
  • the transverse bores in the solid wood rods are provided with predetermined distances in rod longitudinal direction in each case perpendicularly and centrally between in each case two diametrically opposite hexagon sides.
  • anchor channels are present in three different directions, with two anchor channels in the axial view of the solid wood rod angle of 60 degrees or 120 degrees form.
  • the dowel channels in axial view of the rods cross such that a positive and non-positive bond is achieved between the solid wood rods, when the dowels have been driven.
  • the bars can also have another six-fold rotationally symmetrical cross section, for example in the form of a regular dodecagon.
  • circular cross sections are conceivable, as shown in particular DE 10 2004 007 689 A1.
  • the rods may be tubular and wound from paper, wherein the superimposed layers of paper may be joined together by strength.
  • the solid wood rods may also have longitudinal channels or be tubular with a central bore.
  • the invention is based on the general idea, initially prefabricate larger, but still manageable segments of rods, the cross sections of the bars of each segment tangentially touching each other and are arranged in honeycombs of a virtual regular, empty space hexagonal grid.
  • the segments have a parallelepiped-like shape, in which the bars enclosing honeycomb grid on the one hand two opposite, parallel to the rod longitudinal axes longitudinal sides with a triangular wave profile and on the other two opposite longitudinal sides with rib profile, wherein the ribs of the honeycomb grid each one of three hexagonal sides of the Trapezoidal profile formed each honeycomb and the gutters between the ribs have a concave concave trapezoidal profile.
  • the outer sides of the segment have a profile that matches the profile of the honeycomb grid.
  • the outer sides of the segment are formed by rods with circular profile, instead of the triangular wave profile results in a profile with successive convex circular floors or a rib profile with alternating successive convex circular arcs (ribs) and concave arcs (troughs).
  • the profile on the corresponding side of the associated honeycomb grid is usually referred to below to identify different side surfaces of a segment.
  • the longitudinal side segments with the triangular wave profile preferably form the wall outer and the inner wall sides, while the longitudinal sides with the rib profile form the connecting surfaces on which the segments adjoin adjacent segments in the transverse direction to the longitudinal axes of the rods.
  • the ribs and grooves on the connection sides predetermine the desired positions of the segments in the transverse direction to one another in a manner that is readily visible.
  • the correct position of the segments in longitudinal direction To each other can be seen from the fact that mutually corresponding or mutually corresponding Dübelkanäle must lie in the transverse direction of the adjacent segments in a common plane which extends orthogonal to the rod longitudinal axes.
  • the outlets and entrances of these dowel channels are clearly visible on the segments, regardless of whether dowels are used or not.
  • the segments are arranged horizontally when creating walls, that is, the longitudinal axes of the segments forming the bars extending in the horizontal direction.
  • the walls can be "bricked" similarly as in the case of a brickwork by first on a bottom surface of a first segment row of longitudinally successively arranged on impact segments is formed, then then a second segment row is placed on the aforementioned first segment row, said The segments of the second segment row each bridge the joints between the segments of the first segment row, that is, the segments of the second segment row are offset from the segments of the first segment row usually offset by half a segment length.
  • the extent of the longitudinal offset is chosen so that the segments each vertically passing through dowel channels aligned with each other and the two rows of segments can be interconnected by the dowels used in these vertical dowel channels or fixed relative to each other.
  • a lower segment row of a transverse to a first wall disposed second wall in abutment to the longitudinal side of the corresponding lower segment row of the first wall connect while arranged on the first segment row of the transverse wall further segment row the respective lower segment row of the first wall with a Segment overlaps in the transverse direction, wherein in the mutually facing terminal sides of the overlapping segments of the first and second wall preferably recesses are formed according to the profile of the terminal side of the respective other segment or, so that within the overlap region a positive engagement between the angularly arranged segments the first and second wall is reached.
  • Fig. 1 is a perspective view of a standard segment
  • Fig. 2 shows a cross section of two superimposed parallel
  • Fig. 4 shows the arrangement of a floor or ceiling plate on and under a
  • Fig. 5 shows the cross section of a hexagonal honeycomb of a bars of a segment receiving virtual honeycomb grid
  • Fig. 6 is a perspective view of one for a corner joint of
  • Fig. 7 is an exploded perspective view of a plan view T-shaped connection of two walls
  • Fig. 8 is a perspective view of a possible corner joint of two walls
  • the segment 1 shown in Figure 1 consists for example of solid wood rods 2, each having a regular hexagonal cross-section.
  • the solid wood rods 2 form five juxtaposed layers 3.1 to 3.5.
  • each transverse bores 4.1 to 4.3 are provided, each corresponding transverse bores are respectively provided in a common transverse plane of the rods, so that the transverse bores 4.1 of all bars 2 as well as the transverse bores 4.2 and 4.3 are each arranged in a common transverse plane of the segment 1.
  • the said transverse bores 4.1 to 4.3 are provided for receiving dowels, by which the rods 2 of the segment 1 are connected or connectable to one another.
  • respective transverse bores 4, 1 or 4, 2 or 4, 4 regularly pass through dowel channels passing through a plurality of rod cross sections, so that a plurality of rods of the segment 1 are connected to each other in the transverse direction by a single long dowel.
  • the curves of the transverse bores 4,1 to 4,3 are shown by dashed lines in FIG. 1, wherein it can be seen that each layer 3,1 to 3,5 by dowels in the vertical transverse bores 4.1 can be held together and the dowels in the transverse bores 4.2 and 4.3 each can hold together several of the layers 3.1 to 3.5.
  • additional aligned transverse bores 5 may be provided to form cable channels or the like.
  • Such a cable channel 5 is cut open on the front end side of the segment of Figure 1 visible.
  • the segment 1 shown there is composed of solid wood rods 2.
  • rods 2 can be penetrated in the longitudinal direction of one or more holes.
  • another six-fold rotationally symmetrical cross section or, in particular, a circular cross section may be provided, wherein the diameter of the circular cross section should correspond to the spacing of two mutually diametrically opposite hexagonal sides of the hexagonal cross section.
  • the solid wood rods 2 and the tubular rods form a honeycomb grid, each rod is accommodated in a honeycomb of the honeycomb grid whose individual honeycomb each correspond to the cross section of a solid wood rod.
  • the upper segment 1, 1 is placed with its two lower side grooves on the two upper side ribs of the lower segment 1, 2 in such a way that in this position of the segments 1, 1 and 1, 2 perpendicular transverse holes 4.1 of both segments , 1 and 1, 2 are aligned with each other. This ensures at the same time that the further transverse bores 4.2 and 4.3 of both segments 1, 1 and 1, 2 each lie in a common transverse plane, which extend orthogonal to the longitudinal axes of the segments or their rods.
  • the dowels inserted in the vertical transverse bores 4.1 of each segment 1 .1 or 1 .2 are dimensioned such that they pass transversely through all the rods arranged vertically one above the other. If now two segments 1, 1 and 1, 2 are arranged one above the other, a first fixation of the segments 1, 1 and 1, 2 can be achieved in that the dowels seated in the vertical transverse bores of the upper segment 1, 1 by half a diameter the rods are fed with circular cross-section or by half a distance between diametrically opposite sides of the hexagonal cross-section with appropriate tools down, the vertical dowel of the upper segment 1, 1 are inserted correspondingly far into the subsequent transverse bores of the lower segment 1, 2 and simultaneously Dowels from the lower segment 1, 2 in wells, not shown, a bottom plate or the like on which the lower segment 1, 2 stores, are inserted.
  • FIGS. 3 A to 3 F show, by way of example, further combinations of solid wood rods 2 and wound paper tubes, wherein these rods and tubes are in turn received in honeycombs of a virtual regular hexagon honeycomb pattern.
  • the paper tubes can be filled with a heat-insulating material, for example with cellulose flakes. In this way, a wall can be created with high thermal insulation capacity.
  • the tubes also offer sound advantages, by allowing a good noise insulation.
  • FIG. 4 now shows how a ceiling panel 7 can be supported on a wall 8 or how a wall 9 can be placed on the ceiling panel 7 if the longitudinal axes of the panels forming the ceiling panel 7 are transverse to the longitudinal axes of the walls 8 and 9 forming rods or segments are extended.
  • Ausfrasungen 10 are made, which correspond to the gutter or rib profile of the bottom side or top side connection surface of the walls 8 and 9 respectively.
  • the shape of the cross section of the cutouts 10 can be seen in FIG.
  • a single hexagonal honeycomb of the bars 2 of a segment 1 receiving honeycomb grid is shown by dashed lines, wherein the cross section of this honeycomb corresponds to the cross section of a rod 2 with hexagonal cross-section.
  • Such a honeycomb can also accommodate a corresponding rod with circular cross-section, wherein the circumference of the circumference touches tangentially all six sides of the illustrated honeycomb.
  • the cutouts in the profile of the upper or lower half of the hexagon honeycomb shown in Figure 5 correspond, the walls 8 and 9 can be accommodated without constraint, regardless of whether these walls are composed of rods with hexagonal cross section or circular cross section.
  • a plane surface 11 can be produced by milling.
  • the front end of a segment 1, 2 can be abutted on this end face 1 1, so that the elements 1, 1 and 1, 2 form a right angle from above in the top view.
  • the flat surface 1 1 of the segment 1, 1 facing front end of the segment 1, 2 must be correspondingly cut off obliquely. If instead of the segments 1, 1 shown in FIGS. 6 and 7 with solid wood rods 2, tubular rods or the like are used. provided by a Fras process, a segment 1, 3 are placed, which fits with its underside rib profile on the one hand to the upper-side rib profile of the segment 1, 2 and on the other hand in the Ausfrasache 12 on the upper side of the segment 1, 1.
  • the notches 12 must be formed corresponding to obliquely to the longitudinal axes of the bars of the segment 1, 1.
  • the cutouts 12 are not absolutely necessary for positive galvanizing.
  • segments or wall parts arranged at an angle to one another can also be arranged on one another or against each other with plane surfaces which are adapted to one another.
  • An optionally desirable form-fit can also be achieved by appropriately dimensioning the comb-like intermeshing end regions of the mutually angularly arranged walls in that at least part of the respective segments perpendicularly passing through transverse bores 4.1 are aligned with one another at superimposed segments of a corner joint.
  • 4.1 dowels can be inserted into these bores in such a way that they are partly received in one segment 1, 1 and partly in the other segment 1, 2 and accordingly produce a positive connection between these segments 1, 2.
  • partial bars 13 with a trapezoidal profile are partially corresponding to the formation of continuous planar surfaces at the segments crossing one another one half of the hexagonal cross-section of a honeycomb provided. These bars with trapezoidal profile may possibly also be omitted, at least they are not necessary for the stability of an angular connection between wall elements. This is shown in Figure 8 respectively at the lower horizontal longitudinal sides of the mutually angularly crossing segments, accordingly remain here grooves 14 with trapezoidal profile.
  • Figure 4 shows how a wall can connect to a floor or ceiling panel when the bars of the wall and panel segments are oriented perpendicular to each other.
  • the segments of a floor or ceiling slab can laterally connect to segments of the wall, the wall and slab segments being connected together by dowels.
  • the bottom or ceiling plate then has a cross section corresponding to the segment in Figure 1, but with a multiple of the layers 3.1 to
  • the walls, floors, ceilings and / or roof surfaces produced with the segments can be provided in basically known manner with in principle any panels.
  • segments that consist exclusively of tubular, wound from paper rods, can be used inexpensively.

Abstract

L'invention concerne un système de construction qui se compose essentiellement de segments eux-mêmes composés de tiges fixées les unes aux autres à l'aide de chevilles, les chevilles étant introduites dans des trous transversaux des tiges, lesquels sont en alignement mutuel. De manière analogue, les segments d'une paroi, notamment d'une plaque de plancher ou de plafond, sont fixés les uns aux autres au moyen de chevilles
EP18706652.7A 2017-02-06 2018-02-02 Système de construction Active EP3577286B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017201813.5A DE102017201813A1 (de) 2017-02-06 2017-02-06 Bausystem
PCT/EP2018/052642 WO2018141902A1 (fr) 2017-02-06 2018-02-02 Système de construction

Publications (2)

Publication Number Publication Date
EP3577286A1 true EP3577286A1 (fr) 2019-12-11
EP3577286B1 EP3577286B1 (fr) 2021-01-06

Family

ID=61258185

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18706652.7A Active EP3577286B1 (fr) 2017-02-06 2018-02-02 Système de construction

Country Status (4)

Country Link
EP (1) EP3577286B1 (fr)
CA (1) CA3052354A1 (fr)
DE (1) DE102017201813A1 (fr)
WO (1) WO2018141902A1 (fr)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE896997C (de) * 1948-10-02 1956-07-26 Arnold Grunwald Tragendes Bauelement, insbesondere Bauplatte
AT409151B (de) * 2000-03-17 2002-06-25 Ganaus Georg Hölzernes wand- oder deckenelement
DE10230323B4 (de) 2002-07-05 2009-01-15 Werner Grosse Holzbausystem zur Erstellung massiver Wand-, Boden-, Decken- und/oder Strukturteile eines Hochbauwerkes
DE102004007689A1 (de) 2004-02-16 2005-09-01 Werner Grosse Verfahren zur Herstellung massiver Wand-,Boden-, Decken- und/oder Strukturteile eines Hochbauwerkes aus Vollholzteilen sowie entsprechendes Holzbausystem
DE102007006721A1 (de) 2007-02-10 2008-08-14 Werner Grosse Strukturteil für Hochbauten
FR2944815B1 (fr) * 2009-04-24 2011-04-15 Francois Raphanaud Elements structuraux de mur en bois et procede de construction a partir de tels elements
DE102012102313A1 (de) * 2012-03-19 2013-09-19 Georg Burger Flächiges Holzelement und Verfahren zu dessen Herstellung

Also Published As

Publication number Publication date
DE102017201813A1 (de) 2018-08-09
CA3052354A1 (fr) 2018-08-09
WO2018141902A1 (fr) 2018-08-09
EP3577286B1 (fr) 2021-01-06

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