EP0087595B1 - Maison en rondins - Google Patents

Maison en rondins Download PDF

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Publication number
EP0087595B1
EP0087595B1 EP83100862A EP83100862A EP0087595B1 EP 0087595 B1 EP0087595 B1 EP 0087595B1 EP 83100862 A EP83100862 A EP 83100862A EP 83100862 A EP83100862 A EP 83100862A EP 0087595 B1 EP0087595 B1 EP 0087595B1
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EP
European Patent Office
Prior art keywords
head piece
corner support
support elements
quoin
corner
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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
Application number
EP83100862A
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German (de)
English (en)
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EP0087595A1 (fr
Inventor
Gerhard Post
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Individual
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Individual
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Priority to AT83100862T priority Critical patent/ATE13569T1/de
Publication of EP0087595A1 publication Critical patent/EP0087595A1/fr
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Expired legal-status Critical Current

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    • 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

Definitions

  • the invention relates to a block house with stacked wall boards forming the house walls and with corner support pillars forming the house corners, which are constructed from corner support elements stacked one above the other, the corner support elements consisting of a freely ending projecting head piece and a knot piece coming to lie on the inside. which are profiled so that intersecting corner support elements form grooves for inserting the wall boards of smaller thicknesses.
  • Log houses were originally built from solid planks, which were placed on top of one another and grouted to form the individual house walls: A typical feature of such log houses is the protruding and freely ending headers of the planks.
  • Such log houses are extremely massive. The large amount of material is disadvantageous. Such log houses cannot be built by an inexperienced person.
  • FIG. 4 Another corner pillar construction for log houses is known from US Pat. No. 4,056,906.
  • the head pieces are provided with knot pieces that extend into the knot area of the corner pillars.
  • the corner support elements formed from the plank head pieces and the knot pieces are stacked one after the other, always offset by 90 °.
  • Such a corner pillar has a relatively loose bandage, which requires a large weight of the individual corner support elements.
  • the only slightly curved stack profiles give poor mutual guidance.
  • the wall boards engage with undercut pins in the node area of the corner pillar. This mortising is complex and does not allow construction from wall board lengths that can be cut by laypeople. Assembly requires a lot of skill.
  • chamfered wall boards are indeed clamped between the head piece and a knot stump. An adapted chamfer also requires skill again.
  • the corner support pillars of this log house are stable only by stacking the corner support elements on top of each other. This is based on the fact that two intersecting corner support elements are plugged together so that they mesh. These two corner support elements therefore form a fixed knot structure. These individual knot bundles are then stacked on top of one another, the upper and lower multi-point stacking profiles interlocking with one another and clawing into one another. Since the wall boards engage in a straight line in the grooves that form when the corner pillar is built up, they can be cut to the desired length by anyone who is not practiced. The inexperienced can determine his log house according to the floor plan and size. The wall boards can always be fixed securely because they lie together with the guide brackets over a large area.
  • the storage and assembly of the support pillars is made considerably easier in that all support elements are identical and have the same uniform profile.
  • This single corner pillar also has a firm structure for itself solely from the structure of its single support elements, because two single support elements are firmly connected to each other by their intermeshing and profile-fitting connections upward and downward claw the individual knot structures into one another.
  • the guide plates and the wall boards lie on top of one another over a large area.
  • the single support elements are further developed according to a further embodiment of the invention such that the one vertical longitudinal surface of the guide plate with the plane of a vertical longitudinal surface of the head piece and the other vertical longitudinal surface of the guide pocket runs parallel to it at a distance which is less than the horizontal thickness of the head piece .
  • the support members on their horizontal end faces e.g. H.
  • the upper and lower sides are provided with a cross-sectional profile, which has an approximately vertical cut surface that falls into the vertical central surface, a V-cut shape adjoins the outer end edge and a symmetrical gable roof shape adjoins the inner end edge.
  • gable roof-shaped profiles then meet with V-notch-shaped profiles so that there is a safe joint.
  • the rafters should also be easy to install in an easily assembled house. For this reason, a special rafter bracket is provided for a log cabin with a saddle roof, the rafters of which rest on the top of the uppermost wall planks.
  • This is according to another embodiment of the invention is characterized by fork supports which are pairwise sets e-inside and outside on the upper edges of the top wall sections to define and g with their prongs the rafters. These rafters are therefore easily and securely guided and lie largely on the fork supports.
  • the corner pillars of the log house consist of individual corner support elements that form grooves for wall boards. These wall boards form the house walls.
  • the board thickness of the wall boards is preferably less than half the thickness of the head piece. A wall board formation in the thickness of a quarter of the thickness on the head pieces is preferred.
  • plank thickness is understood to be wooden planks with a thickness of approximately 40 mm and more. Accordingly, the wall boards at the same height have a thickness of a little less than 30 mm, preferably 28 mm and less.
  • the corner support pillars for example for the outer wall, are constructed from individual corner support elements which are shown in FIG. 1 and which all have the same profile or shape shown in FIG. 1.
  • 2 shows the top and bottom profiling of the corner support elements
  • FIG. 3 shows a top view of the corner support element according to FIG. 1.
  • the corner support element 1 according to FIGS. 1 to 3 has a central core cuboid 3 in the node area.
  • This core cuboid 3 has, as can be seen particularly clearly from FIG. 3, the same side lengths a in the horizontal and the same side lengths b in the vertical.
  • a hole 5 for a tie rod, not shown, extends through the wood of the core cuboid 3 in the vertical direction.
  • a head piece 9 adjoins a vertical side face 7 of the core cuboid 3 located in the node area. This head piece 9 has a horizontal width c which is greater than the horizontal cuboid length a.
  • a side surface 11 of the head piece falls in the same plane as a cuboid surface 13 which abuts the cuboid connection surface 7.
  • the head piece 9 thus stands horizontally on one side by the distance d beyond the core cuboid 3.
  • the head piece 9 is also longer in the vertical than the length b of the core block 3.
  • the overhang height is also measured at b. It also applies in the vertical direction that the head piece 9 only protrudes above the core cuboid 3 on one side, specifically when looking at the position according to FIG. 1.
  • the kerquader 3 can be slightly removed from below, as indicated in Fig. 1. This makes stacking easier.
  • a guide tab 17 connects.
  • the length of this guide tab is essentially arbitrary, which also applies to the head piece 9.
  • the height of the guide tab 17 in the vertical corresponds to the height of the head piece 9; however, it is kept narrower in the horizontal.
  • a longitudinal surface 19 of the guide bracket 17 falls into a plane with an opposite cuboid surface 13.
  • the other longitudinal surface 23 of the guide bracket 17 falls into a vertical central plane 25 of the corner support element 1.
  • Fig. 2 shows the multi-pronged profile 27 of the top 43 of the corner support element 1 and the multi-pronged profile 29 of the bottom 44 of the corner support element 1 according to FIG. 1.
  • an outer edge 32 and an inner edge 32 'of undercut surface 33 and 33 ' On the upper profile 27 there is a roof-shaped profile 35 on the left of the undercut surface 33 and a V-shaped profile 37 on the right.
  • a chamfer 39 is also provided on the outside of the V-shaped profile.
  • the lines of the lower profile 29 correspond to those of the upper profile 27. In FIG. 2, this results in a V-shaped shape 37 'on the left of the central plane 25 and a roof-shaped shape 35' on the right of the central plane 25.
  • the designation on the left and right of the central plane 25 is of course dependent on the viewing direction. Left and right education are also interchangeable. When the individual support elements are placed one on top of the other, there is always a clawing of the individual profiles.
  • FIG. 5 now shows how two corner support elements 1 form a knot structure 41.
  • This knot structure comes about because two corner support elements 1 have been inserted into one another with their top sides 43. It is shown that 17 straight grooves 45 are formed between the head pieces 9 and the guide tabs 17. These grooves have the width of wall boards 47 which are inserted into the grooves 45 in the direction of arrow 49.
  • the insertion process is shown on the left-hand side of FIG. 5, while the insertion process has already ended at the top.
  • the wall boards 47, against which the guide tabs 17 lie over a large area can be firmly connected to the guide tabs 17.
  • the width of the wall boards 47 corresponds to half the width of the head pieces 9.
  • the width c of the head piece 9 can also be increased as desired.
  • the width of the wall boards 47 will be at most half the width c, or preferably even less.
  • the length of the head pieces 9 is of course also at the discretion of the designer.
  • Fig. 4 shows a plan view of an intermediate support element 50 of an intermediate support pillar 51.
  • the intermediate support elements 50 consist of planks of head piece thickness, which have grooves 45 'for the wall boards 47 between a head piece 9 and an inner abutment piece 53.
  • the head pieces 9 correspond entirely to the head pieces 9 according to FIGS. 1, 3 and 5.
  • a vertical bore 55 can extend through the grooved area of the intermediate support elements 50, through which a tie rod (not shown) can be pushed. Wall boards 47 are inserted into the grooves 45 '. A wall can be extended in this way.
  • FIG. 6 now shows a diagrammatic representation of FIGS. 4 and 5 together, although another house corner with corner support pillar 57 and house wall 59 is selected.
  • FIG. 6 shows a diagrammatic representation of FIGS. 4 and 5 together, although another house corner with corner support pillar 57 and house wall 59 is selected.
  • the profile 27 and 29 slide clearly into each other.
  • the wall boards 47 can be designed in a conventional manner with tongue and groove.
  • intermediate support elements 50 forming the intermediate support pillar 51 are shown. These intermediate support elements 50 engage with one another with their profiles 27 and 29. As can be seen clearly from FIG. 6, the outwardly projecting head pieces 9 indicate a solid construction in their thickness, while the side walls 59 made of the thinner wall boards 47 are kept significantly weaker in the material without this being recognizable.
  • FIG. 7 and 8 show the attachment of the rafters on the upper ends 63 of the house walls 59.
  • fork supports 65 and 67 are applied to the upper house wall areas 63 by nailing or screwing. 8, consist of a lower crosspiece 69 or 69 'and fork tines 71 or 73.
  • the bottom surfaces 75 and 77 of the recesses 79 and 81 of the fork supports 65 and 67 are opposite each other the horizontal inclined planes on which the underside 83 of a rafters 85 can rest. In this way, the rafters have a secure hold on the house walls 59.
  • the outer walls 87 and 87 'of the fork supports 65 and 67 can either run parallel to the house wall, as shown for the fork support 67, or outwards with respect to the vertical house wall be cut in a falling manner, as can be seen from the fork support 65.
  • the fork supports 65 and 67 are always arranged in pairs inside and outside and thus safely absorb the load of the roof in a particularly simple manner.
  • FIGS. 9 and 10 show a modification of the corner support element 1 according to FIGS. 1 to 6 with the aim of realizing the construction principle even with a lighter construction.
  • a simpler, light support pillar is constructed from individual single support elements 101 shown in FIG. 9, all of which have the same shape.
  • the single support element 101 consists of a head piece 103, which can be designed in accordance with the head piece according to FIGS. 1 to 6.
  • a head piece in the form of a guide plate 105 adjoins the head piece 103 in the longitudinal direction.
  • the guide plate 105 is formed in that a piece of material in the total length of the single support element 101 and with profiles according to FIG. 2 has been removed from one side until the guide plate 105 has stood alone. Accordingly, one side surface of the guide plate 105 adjoins the one longitudinal surface 107 of the head piece 103 seamlessly in the same plane.
  • the guide plate has a thickness e that reaches a maximum of half the thickness f of the head piece 103.
  • the longitudinal surface 109 of the guide pocket 105 which is not visible in the view according to FIG. 9, runs parallel to the surface 107.
  • an incision 111 is made in the guide plate 105 from below, which extends transversely to the longitudinal direction of the single support element and which has a width which is somewhat greater than the thickness e of the guide plate 105.
  • the distance of the incision 111 of the inner wall 113 of the head piece 103 which has remained due to the removal corresponds to the thickness g of a wall board to be inserted.
  • the depth of the incision 111 corresponds to half the height h of the head piece 103 and the guide tab 105.
  • a cutout 115 is made in the guide tab 105 in the area of the incision 111, which facilitates the stacking of knot bundles 119 stacked one above the other.
  • FIG. 9 shows two single support elements 101 one above the other, the lower one of which is turned upside down. If the two single support elements 101 are pushed into one another in this mutual position in the direction of an arrow 117 and thereby intermeshed, a knot assembly 119 shown in FIG. 10 is formed.
  • This knot structure 119 has an extremely solid structure which has a stabilizing effect on a corner pillar.
  • Receiving grooves 121 are formed between the inner surfaces 113 of the head pieces and the longitudinal surfaces 109 of the guide plates 105, into which wall boards 123 can be inserted.
  • the receiving grooves 121 are rectilinear and enable the accommodation of smoothly cut wall board ends. By nailing or screwing together, the wall boards 123 are fastened to the guide tabs 105 which are in large contact with them.
  • Corner support pillars of the simple type arise from the fact that a plurality of knot associations 119 are stacked one above the other.
  • the individual node associations 119 lie on one another in a profile-fitting manner and thus securely, since the corner elements 101 or node associations 119 are provided on the top and bottom with a profile which corresponds to the profile according to FIG. 2.
  • This profiling leads to a mutual clawing of the stacked nodes 119.
  • V-shape 37 and roof shape 35 of the profiles according to FIG. 2 can be exchanged from left to right, but this must be done uniformly for all single support elements 101 of a set used.
  • the single support element 101 is primarily used for a lightweight construction that will be used indoors. However, it is also suitable for outside corners of log houses.
  • Fig. 11 shows the upper and lower timbers of a corner pillar.
  • the pillar section in between has broken away.
  • the uppermost and lowermost woods consist of corner support elements 201 and 203 as well as 205 and 207.
  • the corner support elements 201 and 203 as well as 205 and 207 together form cross braces which are inserted into one another overhead.
  • corner support elements 209, 211, 213, 215 adjoining the upper corner support elements 203 and 207 and the lower corner support elements 201 and 205 again form cross-bonded layers which are located in the adjacent corner support elements 201, 205 and 203, 207 due to their multi-point stacking profiles 217 clawed.
  • the corner support elements each consist of a head piece 219 and knot pieces. These knot pieces are formed by a core block 221 and a guide tab 223. When two corner support elements are put together to form a cross-bonded position, there are receiving grooves 225 into which wall boards 227 can be inserted.
  • Anchors 229 are provided in the corner support pillars, which extend vertically through bores 231 of the individual corner support elements. With the help of these tie rods 229, the corner pillars are braced in the vertical direction.
  • the tie rods 229 consist, for example, of a steel rod 231 which is provided with threads 233 at its tie rod ends. Nuts 235 can be screwed onto this thread 233. A washer 237 and a washer 239 can be placed under the nuts 235.
  • FIG. 11 shows, vertically extending recesses 241 are machined into the head pieces 219 of the corner support elements. These recesses running in the vertical direction have a diameter such that helical compression springs 243 can be inserted into them. These helical compression springs 243 can be supported on the bottom 254 of the recesses 241 and on the perforated disk 239. If the nut 235 in FIG. 11 is now tightened in the lower part of the figure, the helical compression spring is put under pressure and the corner pillar is braced in the vertical direction. Of course, in this case, a nut 235 must also have been previously attached to the tie rod 229 in the recess 241 in the upper part of FIG. 11.
  • a helical compression spring 243 is only inserted into the lower corner support element 201.
  • the washer 237 rests on the bottom 245 of the recess 241, and the threaded nut 235 is screwed onto the upper thread 233 of the tie rod 229. If the living wood shrinks and stretches, the helical compression spring 243 compensates for the movements in the vertical direction and always ensures safe and firm tensioning of the corner pillar.
  • the design of the corner support elements 201 and 203 is such that a helical compression spring 243 can also be arranged on the tie rod 229 in the corner support element 203.
  • a helical compression spring 243 can also be arranged on the tie rod 229 in the corner support element 203.
  • a guide sleeve 247 is also inserted between the iron 231 of the tie rod 229 and the helical compression spring 243. This guide sleeve 247 ensures a better fit of the helical compression spring 243 in the recess 241. Tilting of the helical compression spring 243 is excluded with the aid of the sleeve, in particular if the helical compression spring 243 protrudes further from the wood of the corner support element.

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  • Structural Engineering (AREA)
  • Liquid Crystal Substances (AREA)
  • Load-Bearing And Curtain Walls (AREA)
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Claims (9)

1. Cabane à assemblages de bois, comprenant des planches de cloisonnement installées les unes sur les autres et formant les parois de la cabane, ainsi que des piliers d'appui aux encoignures, qui forment les coins de la cabane et sont constitués par des éléments (1) d'appui aux encoignures superposés par empilement croisé, les éléments (1) d'appui aux encoignures se composant d'une pièce frontale en saillie s'achevant librement et d'une pièce nodale venant se placer intérieurement, qui sont profilées de telle sorte que des éléments (1) d'appui aux encoignures, en superposition croisée, forment des gorges réceptrices pour l'emboîtement des planches de cloisonnement d'épaisseur plus faible, caractérisée par le fait que
- les éléments (1) d'appui aux encoignures du pilier d'angle (57) présentent des profils d'empilement uniformisés (27, 29) à plusieurs dents, s'étendant dans le sens longitudinal.
- deux éléments respectifs (1) d'appui aux encoignures, s'interpénétrant tête-bêche et imbriqués l'un dans l'autre en croix, sont assemblés l'un à autre pour former une jonction nodale (41),
- les jonctions nodales (41) s'imbriquent par conformation mutuelle avec des jonctions nodales (41) susjacentes et sous-jacentes,
- la pièce nodale comprend un noyau cubique (3) dont la hauteur représente au maximum la moitié de la hauteur des éléments (1) d'appui aux encoignures, ainsi qu'une aile de guidage (17) de hauteur correspondant à la hauteur totale (2b) desdits éléments d'appui aux encoignures, les gorges réceptrices (45) étant formées, en tant qu'éléments rectilignes d'insertion, entre les pièces frontales (9) et les ailes de guidage (17),
- les ailes de guidage (17) forment une surface de contact et d'appui, de grande superficie et située à l'intéreur, pour les planches de cloisonnement (47).
2. Cabane à assemblages de bois selon la revendication 1, caractérisée par le fait que.
- le noyau cubique central (3) présente des longueurs de côtés (a) identiques dans le sens horizontal,
- la pièce frontale(9), se raccordant à la face verticale (7) du cube, fait saillie d'un côté au-delà du noyau cubique (3), d'au moins le double de sa hauteur (b),
- la largeur (c) de la pièce frontale (9) est plus grande, dans le sens horizontal, qu'une longueur horizontale (a) de côté du cube, cette pièce frontale (9) étant en saillie horizontalement d'un côté au-delà du noyau cubique (3),
- l'aile de guidage (17) se raccorde à la face (15) du cube qui est tournée à l'opposé de la face (7) de ce cube portant la pièce frontale (9), et fait saillie au-delà du noyau cubique (3), du même côté que la pièce frontale (9), de la même hauteur que cette pièce frontale (9),
- l'aile de guidage (17) se raccorde au noyau cubique (3) par une face longitudinale verticale (23) coïncidant avec le plan médian vertical (25) commun au noyau cubique (3) et à la pièce frontale (9), tandis que l'autre face longitudinale verticale (19) coïncide, du côté du débordement de la pièce frontale, avec le plan de la face verticale (21) du cube située de ce côté, ou bien est dépouillée, par rapport à la face longitudinale (23), sensiblement en direction du plan médian.
3. Cabane à assemblage de bois selon le préambule de la revendication 1, caractérisée par le fait que
- des éléments d'appui simples (101) du pilier d'angle présentent des profils d'empilement uniformisés (27, 29) à plusieurs dents, s'étendant dans le sens longitudinal,
- deux respectifs parmi ces éléments d'appui simples (101), s'imbriquant tête-bêche et s'interpénétrant en croix, sont assemblés l'un à l'autre pour former une jonction nodale (119),
- les jonctions nodales (119) du pilier d'angle s'emboîtent par conformation mutuelle avec des jonctions nodales sus-jacentes et sous-jacentes,
- la pièce nodale consiste en une aile de guidage (105) qui présente la hauteur de la pièce frontale, est munie d'une entaille (111) à peu près à la moitié de sa hauteur, et forme les gorges rectilignes (121) réceptrices des planches de cloisonnement (123) après qu'elle s'est emboîtée dans l'aile de guidage (105) d'un autre élément d'appui simple (101), dans la jonction nodale (119) entre elle-même et la pièce frontale de l'autre élément d'appui simple (101) de cette jonction nodale (119),
- les ailes de guidage (105) forment une surface de contact et d'appui, de grande superficie et située à l'intérieur, pour les planches de cloisonnement (123).
4. Cabane à assemblages de bois selon la revendication 3, caractérisée par le fait que l'une des faces longitudinales verticales des ailes de guidage (105) passe par le plan d'une face longitudinale verticale (107) de la pièce frontale (103) et l'autre face longitudinale verticale (109) de l'aile de guidage (105) s'étend parallèlement à ce plan, à une distance inférieure à l'épaisseur horizontale (f) de la pièce frontale (103).
5. Cabane à assemblages de bois selon l'une des revendications 1 à 4, caractérisée par le fait que les éléments d'appui (1) sont dotés, sur leurs faces supérieures (43) et inférieures (44), d'un profil de section (27, 29) présentant une surface en contre-dépouille (33, 33') sensiblement verticale, coïncidant avec le plan médian vertical (25) et aux bords extrêmes respectivement externe (32) et interne de laquelle se raccordent une configuration d'entaille en V (37, 37') et une configuration symétrique (35, 35') en toiture à deux versants.
6. Cabane à assemblages de bois selon l'une ou plusieurs des revendications 1 à 5, dans laquelle des piliers supplémentaires de support intercalaires (51) sont prévus entre les piliers (57) de support d'encoignures, caractérisée par
- des éléments d'appui intercalaires (50) qui sont pourvus, entre une pièce frontale externe (9) et une pièce interne de butée (53), de gorges (45') réceptrices des planches de cloisonnement (47),
- des éléments d'appui intercalaires (54) uniformisés, qui sont superposés par conformation.
7. Cabane à assemblages de bois selon l'une ou plusieurs des revendications 1 à 6, munie d'une toiture à deux versants dont les chevrons de toiture reposent sur les faces supérieures des planches de cloisonnement occupant les positions les plus hautes, caractérisée par des supports fourchus (69, 69') qui sont déposés par paires à la face interne et à la face externe sur les bords supérieurs (63) des planches de cloisonnement (47) situées le plus haut, et qui maintiennent rigidement par leurs dents de fourche (71, 73) les chevrons (85) de la toiture.
8. Cabane à assemblages de bois selon les revendications 1 à 7, dans laquelle les piliers de support aux encoignures sont solidarisés verticalement par serrage au moyen d'extrémités de tirants d'ancrage, caractérisée par le fait que les tirants d'ancrage (229) sont munis, dans leurs régions extrêmes supérieures et/ou inférieures, de ressorts de pression (243) pouvant être bloqués verticalement, au moyen des pièces de pression (235), contre les bois respectivement le plus haut et le plus bas du pilier d'angle.
9. Cabane à assemblages de bois selon la revendication 8, caractérisée par le fait que les bois situés le plus haut et le plus bas dans les piliers de support aux encoignures, dans lesquels les tirants d'ancrage (229) s'étendent, sont dotés d'évidements (241) pour recevoir les ressorts de pression (243).
EP83100862A 1982-02-04 1983-01-29 Maison en rondins Expired EP0087595B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83100862T ATE13569T1 (de) 1982-02-04 1983-01-29 Blockhaus.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19823203684 DE3203684A1 (de) 1982-02-04 1982-02-04 Blockhaus
DE3203684 1982-02-04

Publications (2)

Publication Number Publication Date
EP0087595A1 EP0087595A1 (fr) 1983-09-07
EP0087595B1 true EP0087595B1 (fr) 1985-05-29

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US (1) US4503647A (fr)
EP (1) EP0087595B1 (fr)
AT (1) ATE13569T1 (fr)
DE (2) DE3203684A1 (fr)
DK (1) DK152852C (fr)
FI (1) FI830349A7 (fr)

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US5010701A (en) * 1989-12-05 1991-04-30 Diamond Occidental Forest, Inc. Corner system for log cabin siding
FI904426L (fi) * 1990-09-07 1992-03-08 Naesin Asennus Oy Fogsystem till element.
US5193931A (en) * 1991-03-22 1993-03-16 Arato Design Associates, Inc. Jointing system
US5599136A (en) * 1993-04-07 1997-02-04 Wilke; Douglas A. Structure for topography stabilization and runoff control
US5638649A (en) * 1996-01-16 1997-06-17 Hovland; Keith Full corner log siding and method for using same
DE19618847C2 (de) * 1996-05-10 1999-02-25 Hoba Holzbearbeitung Gmbh Bausatz zum Erstellen eines Blockhauses
US6000177A (en) * 1996-10-09 1999-12-14 Davidson; William Scott Building structure having the appearance of a log structure
FI104197B1 (fi) 1998-04-01 1999-11-30 Red Wire Oy Nurkkaliitos
US6199332B1 (en) 1998-08-20 2001-03-13 Randall W. Ellson Log facade
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RU2153046C1 (ru) * 1999-11-03 2000-07-20 Закрытое акционерное общество "Строительный Двор" Строительная конструкция с имитацией элементов сруба из массивной древесины
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US4503647A (en) 1985-03-12
DK152852C (da) 1988-10-03
FI830349L (fi) 1983-08-05
EP0087595A1 (fr) 1983-09-07
DK49683D0 (da) 1983-02-04
FI830349A7 (fi) 1983-08-05
FI830349A0 (fi) 1983-02-01
DK152852B (da) 1988-05-24
DK49683A (da) 1983-08-05
DE3203684A1 (de) 1983-08-11
ATE13569T1 (de) 1985-06-15
DE3360216D1 (en) 1985-07-04

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