+

WO1991008359A1 - Element pour la construction de maisons en rondins - Google Patents

Element pour la construction de maisons en rondins Download PDF

Info

Publication number
WO1991008359A1
WO1991008359A1 PCT/NO1990/000180 NO9000180W WO9108359A1 WO 1991008359 A1 WO1991008359 A1 WO 1991008359A1 NO 9000180 W NO9000180 W NO 9000180W WO 9108359 A1 WO9108359 A1 WO 9108359A1
Authority
WO
WIPO (PCT)
Prior art keywords
construction element
side members
protrusions
equivalent
construction
Prior art date
Application number
PCT/NO1990/000180
Other languages
English (en)
Inventor
Hans Malum
Original Assignee
Hans Malum
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 Hans Malum filed Critical Hans Malum
Publication of WO1991008359A1 publication Critical patent/WO1991008359A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • 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
    • E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
    • E04B2/709—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of longitudinal elements with a plane external surface

Definitions

  • the invention comprises a construction element for building cabins, houses and the like, more specifically a construction element of the type indicated in the introduction to Claim 1.
  • Cogged jointing has a long tradition that can be done fairly adequately employing known techniques. Demands for comfort and the rise in energy prices have made it necessary to try to improve the thermal insulation of log buildings.
  • the main objective of the invention is to find a simple, inexpensive cogged jointing element that is suitable for the construction of insulated walls. This should permit prefabrication and provide satisfactory means of insulating both walls and corners. It is also important that the corners remain tight and that assembly is as simple as when using normal cogged timber. It is especially important to avoid settling, so the structure is stable once it is erected.
  • Principle of the invention :
  • FIG. 1 shows a perspective drawing of one end of a construction element in accordance with the invention
  • Fig. 2 shows a cross section through the main part of the construction element in Fig. 1, while
  • Fig. 3 shows a perspective drawing of two elements in 15 accordance with the invention joined in a corner, with some of the components cut away.
  • FIG. 1 shows the end of a construction element 10 in accordance with the invention together with a corresponding
  • the construction element 10 has a laminated main element 12 and an end piece 13 that will both be described in more detail below.
  • the main element 12 that is shown in cross section in Fig. 2, comprises a pair of internal side members 14A and
  • the internal side members 14A and 14B are laminated to a pair of external side members 16A and 16B that are about the same width as the internal side members, but displaced upward to form a pair of tongues 17 on the upper edge and an
  • Boards, 19A and 19B respectively, are glued to each of the outer sides of the side member unit.
  • the boards 19A and 19B are shaped like the side of a cogged plank, hereafter termed the "finishing plank".
  • the finishing planks 19A and 19B are shaped like the side of a cogged plank, hereafter termed the "finishing plank".
  • the side member lamination 14A, 14B, 16A, 16B is axially extended from the main element 12 where it forms the end piece 13, with two sword-shaped protrusions 20A and 20B.
  • the height of the protrusions is about half the nominal height of the main element 12.
  • Fig. 2 also shows details of the design of the side member unit.
  • Side members 14A and 14B are preferably made from single timber planks with a slight rib 22 protruding inward, from and as broad as the mid-third of the plank.
  • the rib 22 extends to the end of each of the protrusions 20A and 20B.
  • the rib 22 is as high as the area between the notches (see below) in the protrusions.
  • the external side members 16A and 16B are the external side members 16A and 16B, where the grain goes across that of the inner longitudinal members 14A, 14B.
  • This external layer can consist of laminates, plywood or solid wood with the main grain running laterally, in other words vertically when the construction element is assembled in a building.
  • the two side member units 14A and 16A, and 14B and 16B, respectively are glued together with a suitable adhesive.
  • the internal side member elements 14A and 14B are held at a distance from each other by bracing elements 15, these are round wooden pegs that are inserted in holes in the side members.
  • the pegs 15 are located longitudinally in three parallel rows, a central row 15A, and two symmetrical side rows 15B and 15C.
  • Pegs 15A have protruding ends that fit into a longitudinal groove 23, while pegs 15B and 15C extend into holes in the finishing planks 19A and 19B.
  • the example has insulation material inserted. This is injected cellulose fibre or similar.
  • the insulation material is kept in place in the cavity by upper and lower longitudinal cover plates 27A and 27B, these could be made of hardboard, for example.
  • the cover plates 27A and 27B are attached to the side edge of the internal side members 14A and 14B, by glue, and extend as far as the end of the main element 12.
  • the extended ends of the side elements 14 and 16 form the sword-shaped protrusions 20A and 20B from the main element 12 with an air gap between them. If the cavity 26 is filled with foamed material, this air gap between protrusions 20A and 20B can be filled with such a material.
  • the protrusions 20A and 20B are about the height of the total construction element.
  • the protrusions have two parallel notches 28A and 28B on their upper side and two equivalent, symmetrically located notches 29A and 29B on the lower side.
  • the notches 28A, 28B, 29A and 29B are each as broad as the thickness of each of the protrusions 20A and 20B. This means that two protrusions 20A and 20B from two different construction elements can be laid at right-angles to each other in a cogged joint.
  • this cogged joint will be stable and not subject to settling from the start. This also means that it will be possible to simplify the finishing work on the building, for example work with the fittings, wiring, pipes, the mounting of doors and windows, stairs and such like.
  • the protrusions 20A and 20B extend beyond the outer notches 28B and 29B with a piece 30A and 30B.
  • the end piece 11, which has an external profile like the main element has two recesses 31A and 31B that fit over these ends. Thus an end piece 11 can be mounted at the end of each main element and attached by adhesive. This provides a corner finish that is the equivalent to normal cogged jointing. This finish is as tight and stable and also as weatherproof as known cogged jointed corners.
  • the end of the main element 12 and the end of the end piece 11 that faces the joint is machined with slanting surfaces that when mounted correspond to the elements that are laid at right angles.
  • the angle of these slanting surfaces that comprise a chamfered outer pair 32A and an inner slotted groove 32B on the lower surface ensure that wedging is accomplished which provides a securely sealed corner after mounting.
  • the inner slotted groove extends towards the centre of the element.
  • each side of construction elements as three laminates, i.e. made up of three components, is to manufacture each side from one massive element or from a homogeneous laminated element, in both eventualities the tongue and groove arrangement would become integrated.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Elément pour la construction de structures de bois à assembler et à emboîter, notamment maisons et cabanes. Une poutre (12) à éléments latéraux (14A, 14B, 16A, 16B, 19A, 19B) présente une cavité qui peut être remplie de matériau isolant thermique. Les éléments latéraux sont prolongés à leurs extrémités par des protubérances (20A, 20B) garnies sur leurs bords supérieur et inférieur d'entailles de profondeur équivalente à l'épaisseur desdites protubérances. Un élément terminal en forme de bloc (11), de profil équivalent à la section principale de l'élément de construction et présentant des évidements borgues (31A, 31B) taillés dans son extrémité, est conçu pour s'adapter à l'extrémité de l'élément de construction. Les éléments latéraux seront de préférence assemblés au moyen de brides (15A-C) de bois qui les traversent.
PCT/NO1990/000180 1989-12-05 1990-12-03 Element pour la construction de maisons en rondins WO1991008359A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO89894851A NO894851L (no) 1989-12-05 1989-12-05 Byggeelement for laftekonstruksjoner.
NO894851 1989-12-05

Publications (1)

Publication Number Publication Date
WO1991008359A1 true WO1991008359A1 (fr) 1991-06-13

Family

ID=19892651

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO1990/000180 WO1991008359A1 (fr) 1989-12-05 1990-12-03 Element pour la construction de maisons en rondins

Country Status (2)

Country Link
NO (1) NO894851L (fr)
WO (1) WO1991008359A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5782046A (en) * 1994-05-06 1998-07-21 Karlsson; Hans Isolated log element
EP0861587A1 (fr) * 1997-02-26 1998-09-02 Mossboda Trä Aktiebolag Dispostif pour la disposition des jardins et terrains
WO1999053153A1 (fr) * 1998-04-01 1999-10-21 Red Wire Oy Dispositif d'assemblage d'angle
DE29910083U1 (de) 1999-06-10 1999-11-11 Fuchs, Johann, 94034 Passau Element zum Bau von Gebäuden aller Art, Holzbau
WO2006135251A1 (fr) * 2005-06-13 2006-12-21 Isolaft As Élément d’extrémité pour joints d’assemblage
EP1963593B1 (fr) * 2005-12-14 2011-06-01 Leif Melvin Nettum Element de construction avec isolation
WO2012004633A1 (fr) 2010-07-08 2012-01-12 Vincent Marie Rodolphe Claire Lepot Construction de bâtiments en blocs de bois
CN110409709B (zh) * 2019-07-30 2021-05-25 黎明职业大学 一种连接盒装配式混凝土梁
FI20236389A1 (en) * 2023-12-18 2025-06-19 F E M Ltd Panel wall timber and panel wall timber construction

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE213847C1 (fr) *
US3304674A (en) * 1964-10-29 1967-02-21 Thomas H Ward Building construction
SE392140B (sv) * 1974-06-14 1977-03-14 Bpa Byggproduktion Ab Stockliknande byggelement
US4056906A (en) * 1976-08-13 1977-11-08 Arca Holding S.A. Building framework for timber house of log-cabin appearance
DE2802275A1 (de) * 1977-01-20 1978-07-27 Toeraasen Magne Bauelement in form eines holzbalkens
DE2535980B2 (de) * 1974-08-13 1978-08-10 Fjaellsjoestugan Ab, Oestersund (Schweden) Wandkonstruktion mit mindestens zwei an einem gemeinsamen Pfosten angeschlossenen, im Winkel zueinander verlaufenden Wandbauteilen
SE440250B (sv) * 1980-10-01 1985-07-22 Erik Anselm Jonsson Langstreckt, ladformat byggnadselement
SE457456B (sv) * 1984-04-09 1988-12-27 Veikko Ilmari Hepokorpi Timmerelement och vaegg byggd av saadana timmerelement
WO1989011008A1 (fr) * 1988-05-02 1989-11-16 J. Räsänen Ky Construction ressemblant en apparence a une construction en rondins

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE213847C1 (fr) *
US3304674A (en) * 1964-10-29 1967-02-21 Thomas H Ward Building construction
SE392140B (sv) * 1974-06-14 1977-03-14 Bpa Byggproduktion Ab Stockliknande byggelement
DE2535980B2 (de) * 1974-08-13 1978-08-10 Fjaellsjoestugan Ab, Oestersund (Schweden) Wandkonstruktion mit mindestens zwei an einem gemeinsamen Pfosten angeschlossenen, im Winkel zueinander verlaufenden Wandbauteilen
US4056906A (en) * 1976-08-13 1977-11-08 Arca Holding S.A. Building framework for timber house of log-cabin appearance
DE2802275A1 (de) * 1977-01-20 1978-07-27 Toeraasen Magne Bauelement in form eines holzbalkens
SE440250B (sv) * 1980-10-01 1985-07-22 Erik Anselm Jonsson Langstreckt, ladformat byggnadselement
SE457456B (sv) * 1984-04-09 1988-12-27 Veikko Ilmari Hepokorpi Timmerelement och vaegg byggd av saadana timmerelement
WO1989011008A1 (fr) * 1988-05-02 1989-11-16 J. Räsänen Ky Construction ressemblant en apparence a une construction en rondins

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5782046A (en) * 1994-05-06 1998-07-21 Karlsson; Hans Isolated log element
EP0861587A1 (fr) * 1997-02-26 1998-09-02 Mossboda Trä Aktiebolag Dispostif pour la disposition des jardins et terrains
WO1999053153A1 (fr) * 1998-04-01 1999-10-21 Red Wire Oy Dispositif d'assemblage d'angle
US6389765B1 (en) 1998-04-01 2002-05-21 Red Wire Oy Corner joint
DE29910083U1 (de) 1999-06-10 1999-11-11 Fuchs, Johann, 94034 Passau Element zum Bau von Gebäuden aller Art, Holzbau
WO2006135251A1 (fr) * 2005-06-13 2006-12-21 Isolaft As Élément d’extrémité pour joints d’assemblage
EP1963593B1 (fr) * 2005-12-14 2011-06-01 Leif Melvin Nettum Element de construction avec isolation
WO2012004633A1 (fr) 2010-07-08 2012-01-12 Vincent Marie Rodolphe Claire Lepot Construction de bâtiments en blocs de bois
CN110409709B (zh) * 2019-07-30 2021-05-25 黎明职业大学 一种连接盒装配式混凝土梁
FI20236389A1 (en) * 2023-12-18 2025-06-19 F E M Ltd Panel wall timber and panel wall timber construction

Also Published As

Publication number Publication date
NO894851L (no) 1991-06-06
NO894851D0 (no) 1989-12-05

Similar Documents

Publication Publication Date Title
US2287229A (en) Building construction
CA1182265A (fr) Panneau isolant pour le batiment
US7669372B2 (en) Structural insulated panel and panel joint
US8635824B2 (en) Insulation panel system
EP2316624A2 (fr) Panneau en bois multicouche
US8161697B1 (en) Studless load bearing panel wall system
US4677806A (en) Wooden building system with flange interlock and beams for use in the system
US4981003A (en) Wall system
US20160332411A1 (en) Panel element made of wood
US4277925A (en) Simulated log building structure
ZA200701755B (en) Construction module
FI128251B (fi) Menetelmä kotelorakenteisten elementtien liittämiseksi toisiinsa
WO1991008359A1 (fr) Element pour la construction de maisons en rondins
CA2081651A1 (fr) Panneaux de construction prefabriques modulaires
KR960001736B1 (ko) 단열 벽 조립체 및 이에 사용되는 패널
US11168478B1 (en) Artificial insulated log
CA3002936C (fr) Panneaux isolants destines a des cavites structurees dans les batiments
US20200199871A1 (en) Wall module for buildings
US4873797A (en) Stressed skin post and beam building construction system
US12252880B2 (en) System and method for insulating an intermodal container
EP1460195A1 (fr) Poutre composite
EP1963593B1 (fr) Element de construction avec isolation
RU2711028C2 (ru) Деревянный блок и способ укладки наружных стен
GB2104612A (en) Frame joints
RU2499106C1 (ru) Стеновая конструкция

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): FI

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LU NL SE

点击 这是indexloc提供的php浏览器服务，不要输入任何密码和下载