EP2937484A1 - Joint d'angle - Google Patents

Joint d'angle Download PDF

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Publication number
EP2937484A1
EP2937484A1 EP15164620.5A EP15164620A EP2937484A1 EP 2937484 A1 EP2937484 A1 EP 2937484A1 EP 15164620 A EP15164620 A EP 15164620A EP 2937484 A1 EP2937484 A1 EP 2937484A1
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EP
European Patent Office
Prior art keywords
corner
wall
elements
building
joint
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.)
Withdrawn
Application number
EP15164620.5A
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German (de)
English (en)
Inventor
Pentti Koskenranta
Ari Mikkola
Kauko Rytilahti
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.)
Ikican Oy
Original Assignee
Ikican Oy
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 Ikican Oy filed Critical Ikican Oy
Publication of EP2937484A1 publication Critical patent/EP2937484A1/fr
Withdrawn legal-status Critical Current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
    • 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
    • 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 corner joints in a log building. Especially, the invention relates to a corner joint structure as defined in the preamble of claim 1, enabling a solid corner log to be joined to a thinner wall log. The invention also relates to a method of joining construction logs together to form said corner joint.
  • Log buildings have traditionally been constructed with corner notches which are corner joints between logs.
  • a corner joint structure is implemented with logs stacked on top of each other and having their ends intersecting each other at a corner.
  • Long corner or double-notched corner solutions, in which the ends of the logs project, from the corner, outside the wall line are still popular in log construction because of their traditional and grand look, as well as because of their durability and non-distortability.
  • a corner joint for a wooden building, allowing an insulated double wall to be joined to an outer solid-wood corner, is known from Patent specification FI104197 (Hautala ).
  • the outer corners are made from separate intersecting corner elements and lock the inner walls in place by means of a notch arrangement. Since the solution is dimensioned for joining insulated double walls together, it is not applicable where it is desired to insulate a building in some other way, such as with an additional insulation frame.
  • Patent specification FI 60900 discloses a house structure solution for making a house constructed with thinner wood boards look like as if it was constructed with solid logs forming the wall thickness. According to this solution, it is possible to cut the thicker log corners to form a joint to a corner post, from which post thinner wood boards are joined to an opposed log corner, having an insulation layer between them. The solution cannot be implemented without a corner post.
  • a corner joint solution for joining thinner wall boards to thicker corner elements is known from patent specification US 4 503 647 (Post ).
  • the corner elements are separate intersecting corner elements.
  • Said corner assembly is reinforced, for example, by a steel wire, since, if not reinforced, it can be unstable and weak.
  • the corner joint according to this solution is complicated and necessitates both the corner logs and the wall logs to be specially dimensioned.
  • the applicability of said corner joint solution to detached houses, for example, is still questionable because of its insufficient rigidity.
  • corner joint is rigid and durable, also without any iron fasteners.
  • the present invention aims at eliminating the above-mentioned problems related to the construction of a steady log building with thinner wall boards while keeping the traditional massive solid-log corners.
  • an objective of the present invention is to provide a log house corner joint which is rigid, durable and simple to make.
  • a second objective of the invention is provide a method of joining construction logs of a different thickness together to form said corner joint.
  • the corner joint according to the invention is characterized in what is set forth in the characterizing part of the independent claim 1.
  • the corner joint according to the invention is mainly characterized in that the corner joint consists of thinner wall elements stacked on top of each other and intersecting each other at a corner of the building, as well as of solid corner elements, each corner element being adapted to interlock the two wall elements, stacked on top of each other and intersecting each other at a corner of the building, by means of locking means; according to the invention, the thickness of the corner elements is the thickness of the corresponding wall elements multiplied by at least one and a half.
  • each corner element is provided as an elongation of a parallel wall element so, that the combination of one corner element and one wall element forms a continuous combined structure along the wall line of the building. It is preferable that the corner element joined to the wall element/elements projects outside the building line, forming a so-called long corner.
  • each corner element and each wall element preferably comprises locking means, such as a projection and a cavity, wherein the cavity of both corner elements is adapted to fit together with the projection of the coplanar and parallel wall element, and wherein the projection of both corner elements is adapted to fit in the cavity of the overlying, intersecting wall element.
  • locking means such as a projection and a cavity
  • the cavity and the projection of both corner elements are provided on the surface of the corner element facing the interior of the building; and the cavity and the projection of both wall elements are provided on the surface of the wall element facing the exterior of the building, the projection being positioned at the end of the wall element, and the cavity being positioned in the side of the wall element facing the exterior of the building, respectively.
  • each wall element is dimensioned to form a mirror image of the intersecting wall element, in a longitudinal section, and each corner element to be joined to the above-mentioned wall elements is dimensioned to form a mirror image of the corner element to be joined to the intersecting wall element, in a longitudinal section.
  • each corner element comprises a cavity cut into the surface of the corner element facing the interior of the building, the cavity running, in a transverse section, through the most of the corner element, terminating in the vicinity of its upper face and forming a blind end.
  • each corner element runs, in a transverse section, through the entire corner element, penetrating it's upper and lower faces.
  • the corner element offers a number of advantages.
  • the corner joint of the invention allows a thinner wall log to be joined to a thicker corner log, the solution resulting in a double-joint log corner and in a tight, rigid and dimensionally accurate log joint.
  • This makes it possible to obtain a particularly rigid and stable log construction by fastening a log of a log wall to an underlying or overlying log of an intersecting wall, and to a log corner.
  • the corner joint of the invention provides a rigid and durable log joint because, in this joint, the intersecting members are constituted by wall logs, whereas, in a prior art solution, the intersecting members are constituted by corner posts.
  • This rigid corner structure makes it easier and faster to install an additional insulation frame on the inside of the building.
  • the solution of the invention allows a log house to be constructed with thinner wall logs and to make the wall structure look like, on the outside, as if it was constructed with solid logs.
  • a common frame structure and/or an additional insulation layer, (a so-called LES structure) can be then installed on the inside of the log house.
  • Said additional insulations and/or additional insulation frames can be chosen considering the building regulations and/or the needs of the constructor/client.
  • the invention also contributes to energy-efficient construction. It is less expensive to construct a wall structure with thinner logs, to which said common additional insulation frame and/or additional insulation layer (LES structure) is added, and with solid-log corners than with solid logs alone.
  • the solution of the invention provides a particularly tight and stable wall and corner structure without any additional fasteners and/or a corner post.
  • the corner joint of the invention enables a particularly energy-efficient wall structure, together with an additional insulation frame, and meets well the increasingly stricter demands for heat insulation and tightness.
  • corner joint is provided in several corner and wall sections which are simple to manufacture, by machining, for example, the manufacturing costs of the corner joint are relatively low. Neither iron fasteners nor complicated notching is required to join said corner and wall sections together.
  • the corner joint structure according to the invention is applicable to wood construction, in particular to log construction.
  • the corner joint is especially applicable for constructing a detached house, such as a one-family house or a summer house.
  • Figure 1a is a schematic top view of a corner joint 10 according to a preferred embodiment.
  • the corner joint 10 is formed by wall elements 2-1 and 2-2, stacked on top of each other and intersecting each other in a corner of the building, and by corner elements 1-1 and 1-2.
  • corner joint assembly is also applied to the corner joint 10.
  • corner joint and “corner joint assembly” are used as synonyms.
  • the corner joint 10 is applicable for wood construction, especially log construction.
  • the corner elements 1-1, 1-2 are formed by solid logs of thickness 120 to 300 mm, while the wall elements 2-1, 2-2 are formed by thinner logs of thickness 45 to 180 mm.
  • Said wall logs can be thinner laminated logs or planed square logs, provided that solid logs can be used as the corner logs.
  • the external free end of the corner element can be of any suitable thickness, depending on how grand a look is desired.
  • the thickness of the corner elements 1-1, 1-2 is the thickness of the corresponding wall elements 2-1, 2-2 multiplied by at least one and a half.
  • Figure 1a also shows a cross-section of the outer ends of the corner elements 1-1, 1-2 along line A-A.
  • Line B-B denotes a cross-section of the wall elements 2-1, 2-2 at a non-intersecting point of a wall of the building, such as at the middle of the wall of the building.
  • the cross-sectional profiles A-A' of the corner elements 1-1 and 1-2 of the corner joint 10 are identical; the cross-sectional profiles B-B' of the walls 2-1 and 2-2 are identical as well.
  • dimensioning and customizing certain parts of the corner joint 10 to form intersecting walls, and/or corner elements joined to the intersecting walls, of different thicknesses, in the same building is not excluded.
  • the corner- and/or wall elements of the same building may have different cross-sectional profiles.
  • the wall logs can be substantially rectangular in cross-section, while the corner logs can be rectangular, circular or nearly circular in cross-section. However, it is obvious to a person skilled in the art that both the wall logs and the corner logs may vary in shape, from rectangular to nearly circular, independently from each other. In this document, all of the elements 1-1, 1-2, 2-1, 2-2 of the corner joint 10 are shown to be substantially rectangular ( Figures 1 to 5 ).
  • the corner joint assembly 10 ( Figures 1a, 1b ) is put together by combining two wall elements 2-1, 2-2 stacked on top of each other and intersecting each other at a corner of the building, of which each wall element is preferably prejoined to a corresponding, coplanar and parallel corner element 1-1, 1-2 to form the combined structure (1-1, 2-1), (1-2, 2-2) of Figure 1b .
  • the corner joint 10 thus consists of two combined structures as described above, each of the structures comprising a corner element and a wall element parallel with the corner element.
  • these combined structures, or corner- and wall element pairs are denoted by reference numerals 1 and 2.
  • Figure 1b includes a top view (ii, iv) and a lateral view (i, iii), respectively, of combined structures of the corner joint 10 according to a preferred embodiment.
  • Each corner element 1-1, 1-2 is thus provided as an elongation of a corresponding, coplanar wall element 2-1, 2-2, the combination of one corner element and one wall element thus forming the above-mentioned continuous structure 1, 2 corresponding to one log beam, following the wall line of the building.
  • the plus sign denotes the interior of the building, while the minus sign denotes the exterior of the building.
  • the wall elements 2-1, 2-2 thus form intersecting walls of the building.
  • the corner elements joined to the corresponding wall elements project outside of building line/wall line.
  • the corner elements 1-1, 1-2 do not intersect each another.
  • Each corner element 1-1 and 1-2 of the corner joint 10 according to the preferred embodiment comprises several locking means, such a cavity 31 and a projection 41.
  • Each wall element 2-1 and 2-2 of the corner joint 10 comprises corresponding locking means, such as a cavity 32 and a projection 42.
  • each corner- and wall elements are shaped in such a way that each corner element and each wall element shapewise form a mirror image of the paired corner element or wall element, along a longitudinal cross-section line.
  • the longitudinal cross-section line is denoted by a horizontal dashed line.
  • Figure 1c shows that the corner element 1-1 shapewise forms a mirror image of the paired corner element 1-2, while the wall element 2-1 shapewise forms a mirror image of the paired wall element 2-2.
  • the paired corner elements 1-1 and 2-1 are substantially the same size.
  • the paired wall elements 2-1, 2-2 are substantially equal in thickness and width; however, the wall elements may vary in length.
  • each corner element 1-1, 1-2 is joined, during the formation of the corner joint 10, to the two wall elements stacked on top of each other and intersecting each other, while each wall element 2-1, 2-2 is joined to the two above-mentioned corner elements.
  • the corner element 1-1 ( Figures 2a, 2b ) is joined not only to the coplanar and parallel wall element 2-1, to form pair 1, but also to the underlying intersecting wall element 2-2. All of the parts 1-1, 1-2, 2-1, 2-2 of the corner joint assembly 10 put together are coplanar to form one log layer of the walls intersecting at the corner of the log building.
  • the cavity 31 and the projection 41 of both corner elements 1-1, 1-2 of the corner joint assembly 10 are provided adjacent to each other on the corner element, on the surface facing the interior of the building ( Figure 2b ).
  • the projection 42 of both wall elements 2-1, 2-2 is provided as an opposite of the cavity 31 of the coplanar and parallel corner element corresponding to the outer end of the wall element.
  • the cavity 32 of both wall elements ( Figure 2b ) is located in the surface of the wall element facing the exterior of the building. Therefore, the cavity 32 serves as an opposite of a corner element of the intersecting wall, receiving the projection 41 of this corner element.
  • the cavity 31 of both corner elements 1-1, 1-2 is adapted to fit on the projection 42 of the coplanar and parallel wall element 2-1, 2-2; and the projection 41 of both corner elements is adapted to fit in the cavity 32 of the intersecting, overlying wall element.
  • both the corner elements 1-1, 1-2 and the wall elements 2-1, 2-2 have an upper face 3 the opposite of which is a lower face.
  • the upper face 3 of each of the above-mentioned elements is preferably dimensioned to comprise sealing and auxiliary locking means, such as elevated edge areas 4 on the upper face 3 of each of said elements, they being at least two in number on the upper face 3 of each corner- and/or wall element. It is obvious to a person skilled in the art that, to form a log wall, logs are stacked on top of each other in such a way that the lower face of an upper log of the wall is fitted against the upper face of a lower log.
  • sealing grooves are preferably provided in the lower face of said corner- and wall elements (not shown in the Figures), being dimensioned to receive the edge areas 4 of the corner joint parts in the underlying layer.
  • the terms “upper face” and “lower face” are used to refer to both the corner element faces and the wall element faces coming into directly contact with each other while stacking log plies.
  • both wall elements 2-1, 2-2 of the corner joint 10 is also dimensioned to receive the end of the transverse, intersecting wall element, these elements, in a top view, also comprise a recess 5 ( Figures 2a to 2d ).
  • These sealing/auxiliary locking means 3, 4, 5 hold the corner- and wall elements of the corner joint together while the corner joint assembly 10 is put together.
  • the corner-and wall elements in a lower log layer receive the corner- and wall elements of an upper log layer by means of said locking means 31, 32, 41, 42 and sealing means 3, 4, 5.
  • Figures 2c and 2d show, by the way of example, a way of joining a pair of corner-and wall elements (1-1, 2-1; pair 1) to another pair including a corner- and a wall element (1-2, 2-2; pair 2) of an intersecting wall, to form a corner joint 10.
  • the upper pair 1 (1-1, 2-1) is slid down against the lower pair 2 (1-2, 2-2) to fit and interlock the cavities 31, 32 and projections 41, 42 with each other in the above-described manner, thus forming a corner joint 10.
  • Said joint can be a dovetail joint, for example, wherein the projections 41, 42 of both the corner elements and the wall elements widen outwards.
  • the joint can be implemented and, correspondingly, the locking elements can be dimensioned by following any other suitable joint technique.
  • the cavity 31 and the projection 41 of both corner elements 1-1, 1-2 are located on the surface of the corner element facing the interior of the building (the plus sign, Figures 2a to d ), while the cavity 32 and the projection 42 of both wall elements 2-1, 2-2 are located on the surfaces of the wall element facing the exterior of the building (the minus sign, Figures 2a to d ) so, that the projection 42 of both wall elements 2-1, 2-2 is located at the end of the wall element facing the intersecting corner and the cavity 32 of both wall elements is located in the outer face of the wall element (the minus sign, Figures 2a to d) , respectively.
  • Each corner element 1-1, 1-2 of the corner joint 10 thus comprises, in addition to a projection 41, also a cavity 31 made by cutting off a piece of the corner element 1-1, 1-2 from the surface thereof facing the interior of the building. The cut 31 runs in a cross-sectional direction through the most of the corner element 1-1, 1-2, terminating in the vicinity of the upper face 3 and forming a blind end.
  • Figure 5a also includes a three-dimensional detailed view of the corner element 1-1, 1-2 of the corner joint 10 according to the preferred embodiment (lower row).
  • the corner element 1-1, 1-2 looks like a solid piece ( Figures 1c , 2b , 5a ).
  • the dashed lines indicate the cavity 31 as well as how the projection 42 is received by this cavity.
  • the blind cavities 31 of the corner elements 1-1, 1-2 according to the preferred embodiment, as well as the projections 42 of the wall elements 2-1, 2-2 ending up in these cavities, can be dimensioned for the above-mentioned dovetail joint technique ( Figures 1 , 2 ).
  • the interlocking between the cavity 31 of the corner element and the projection 42 of the wall element is similar to the interlocking between the projection 41 of the corner element and the cavity 32 of the wall element.
  • the blind cavity 31, and the projection 42 of the corresponding wall element can be made curved, for example ( Figures 2c, 2d ), in which case the interlocking between the cavity 31 of the corner element and the projection 42 of the wall element will differ from the interlocking between the projection 41 of the corner element and the cavity 32 of the wall element.
  • the structure of the corner joint 10 according to the preferred embodiment is not restricted to the above-mentioned exemplary interlocking techniques, provided that said blind-end design of the cavity 31 is retained.
  • Figures 3 and 4 show another embodiment of the corner joint 10 of the present invention.
  • the corner joint 10 of this another embodiment ( Figures 3a, 3b ) is substantially similar to the corner joint of the preferred embodiment.
  • the corner joint consists of corner- and wall elements joined together in the above-described manner. To avoid repetition, the corner joint of Figures 3 and 4 will not be described in detail in this document. Instead, Figures 4b and 5b only describe those features of the corner joint 10 of this another embodiment ( Figures 3 , 4 , 5b ) that make it different from the corner joint 10 of the preferred embodiment ( Figures 1 , 2 , 5a ).
  • each of the corner elements 1-1, 1-2 of the corner joint 10 of this another embodiment has a projection 41 and a cavity 31a made by cutting off a piece of the corner element 1-1, 1-2 from the surface thereof facing the interior of the building.
  • this cavity 31a runs in a transverse direction through the entire corner element 1-1, 1-2, penetrating its upper and lower faces. Therefore, a cut in the shape of the cavity 31 a and visible from above is formed in the upper face 3.
  • the "throughcavities" 31a running through the corner elements 1-1, 1-2 of the corner joint of this another embodiment, as well as the projections 42 of the wall elements 2-1, 2-2 ending up in said cavity, can be dimensioned by following the above-described dovetail joint technique or in any other suitable way.
  • the solution shown in Figures 3 , 4 and 5b can be easier and faster to carry out by machining, for example, which preferably makes it applicable for constructing temporary residential buildings or any other inexpensive buildings. Because the corner joint solution according to the preferred embodiment ( Figures 1 , 2 , 5a ) can provide a very tight, undistorting and rigid joint, it is particularly suitable for constructing detached houses and/or permanent residential buildings, for instance.
  • the invention also aims at providing a method of joining log elements of a different thickness together to form a corner joint 10.
  • the formation of the corner joint 10 comprises at least the following steps:
  • the invention also aims at providing a log building wherein the corner joints are constituted by corner joints 10 according to any embodiment.
  • the log building can be any detached house, such a one-family house or a summer house.
  • the corner joint 10 of the invention provides a log wall structure in which the corners, as seen from the outside, look like as if they were constructed with massive solid logs, and on the inside of which any additional insulation layer, or an additional insulation frame, can be added.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP15164620.5A 2014-04-23 2015-04-22 Joint d'angle Withdrawn EP2937484A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI20145377A FI126281B (fi) 2014-04-23 2014-04-23 Nurkkaliitos

Publications (1)

Publication Number Publication Date
EP2937484A1 true EP2937484A1 (fr) 2015-10-28

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ID=53365711

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15164620.5A Withdrawn EP2937484A1 (fr) 2014-04-23 2015-04-22 Joint d'angle

Country Status (2)

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EP (1) EP2937484A1 (fr)
FI (1) FI126281B (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU168795U1 (ru) * 2016-08-02 2017-02-21 Андрей Анатольевич Колесников Угловое соединение "двойной брус - ласточкин хвост"
WO2017164774A1 (fr) * 2016-03-22 2017-09-28 Александр Михайлович ГЛУЩЕНЯ Unité de raccord d'angle d'une structure en bois
WO2018026305A1 (fr) * 2016-08-02 2018-02-08 Андрей Анатольевич КОЛЕСНИКОВ Raccord d'angle « madrier double - queue d'aronde »

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1345722A (fr) * 1962-10-30 1963-12-13 Coordination Des Entpr S Du Ba Perfectionnements aux constructions édifiées à l'aide de pièces de bois
US4056906A (en) * 1976-08-13 1977-11-08 Arca Holding S.A. Building framework for timber house of log-cabin appearance
FI60900B (fi) 1974-08-13 1981-12-31 Sigvard Maortensson Huskonstruktion
US4503647A (en) 1982-02-04 1985-03-12 Gerhard Post Structural building elements for construction of simulated log houses
FR2678657A1 (fr) * 1991-07-04 1993-01-08 Vittupier Joseph Perfectionnement pour construction en madriers de bois.
DE19728162A1 (de) * 1997-07-02 1999-02-04 Christian Kretz Gmbh & Co E Verbindungselemente für Wandelelemente von Bauwerken
WO1999053153A1 (fr) * 1998-04-01 1999-10-21 Red Wire Oy Dispositif d'assemblage d'angle
US20070204538A1 (en) * 2003-11-11 2007-09-06 Alexander Miller Log-Cabin Type Facade

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1345722A (fr) * 1962-10-30 1963-12-13 Coordination Des Entpr S Du Ba Perfectionnements aux constructions édifiées à l'aide de pièces de bois
FI60900B (fi) 1974-08-13 1981-12-31 Sigvard Maortensson Huskonstruktion
US4056906A (en) * 1976-08-13 1977-11-08 Arca Holding S.A. Building framework for timber house of log-cabin appearance
US4503647A (en) 1982-02-04 1985-03-12 Gerhard Post Structural building elements for construction of simulated log houses
FR2678657A1 (fr) * 1991-07-04 1993-01-08 Vittupier Joseph Perfectionnement pour construction en madriers de bois.
DE19728162A1 (de) * 1997-07-02 1999-02-04 Christian Kretz Gmbh & Co E Verbindungselemente für Wandelelemente von Bauwerken
WO1999053153A1 (fr) * 1998-04-01 1999-10-21 Red Wire Oy Dispositif d'assemblage d'angle
FI104197B (fi) 1998-04-01 1999-11-30 Red Wire Oy Nurkkaliitos
US20070204538A1 (en) * 2003-11-11 2007-09-06 Alexander Miller Log-Cabin Type Facade

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017164774A1 (fr) * 2016-03-22 2017-09-28 Александр Михайлович ГЛУЩЕНЯ Unité de raccord d'angle d'une structure en bois
RU168795U1 (ru) * 2016-08-02 2017-02-21 Андрей Анатольевич Колесников Угловое соединение "двойной брус - ласточкин хвост"
WO2018026305A1 (fr) * 2016-08-02 2018-02-08 Андрей Анатольевич КОЛЕСНИКОВ Raccord d'angle « madrier double - queue d'aronde »

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Publication number Publication date
FI126281B (fi) 2016-09-15
FI20145377A (fi) 2015-10-24

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