NO175162B - Special wooden beam for the construction of a framework whose vertical and horizontal beams have the same cross-section - Google Patents
Special wooden beam for the construction of a framework whose vertical and horizontal beams have the same cross-sectionInfo
- Publication number
- NO175162B NO175162B NO911812A NO911812A NO175162B NO 175162 B NO175162 B NO 175162B NO 911812 A NO911812 A NO 911812A NO 911812 A NO911812 A NO 911812A NO 175162 B NO175162 B NO 175162B
- Authority
- NO
- Norway
- Prior art keywords
- section
- wooden beam
- wooden
- framework
- construction
- Prior art date
Links
- 238000010276 construction Methods 0.000 title description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 241001669679 Eleotris Species 0.000 description 5
- 230000001105 regulatory effect Effects 0.000 description 3
- 239000007858 starting material Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229920001131 Pulp (paper) Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
- B27M1/00—Working of wood not provided for in subclasses B27B - B27L, e.g. by stretching
- B27M1/08—Working of wood not provided for in subclasses B27B - B27L, e.g. by stretching by multi-step processes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27M—WORKING OF WOOD NOT PROVIDED FOR IN SUBCLASSES B27B - B27L; MANUFACTURE OF SPECIFIC WOODEN ARTICLES
- B27M3/00—Manufacture or reconditioning of specific semi-finished or finished articles
- B27M3/0013—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles
- B27M3/0026—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally
- B27M3/0053—Manufacture or reconditioning of specific semi-finished or finished articles of composite or compound articles characterised by oblong elements connected laterally using glue
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Forests & Forestry (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wood Science & Technology (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Manufacturing & Machinery (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Joining Of Corner Units Of Frames Or Wings (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
- Road Paving Structures (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Credit Cards Or The Like (AREA)
- Mirrors, Picture Frames, Photograph Stands, And Related Fastening Devices (AREA)
- Body Structure For Vehicles (AREA)
- Building Awnings And Sunshades (AREA)
Abstract
Description
Den foreliggende oppfinnelse vedrører en spesiell trebjelke for oppbygning av et rammeverk hvis vertikale og horisontale trebjelker har samme tverrsnitt. Slike trebjelker anvendes for oppbygning av et rammeverk beregnet til å avgrense visse områder eller for å tilveiebringe vegger for bygninger, emballasje, former etc. Rammeverket belegges vanligvis på begge sider med plater, vanligvis av gips. The present invention relates to a special wooden beam for building a framework whose vertical and horizontal wooden beams have the same cross-section. Such wooden beams are used to build up a framework intended to delimit certain areas or to provide walls for buildings, packaging, forms etc. The framework is usually coated on both sides with boards, usually made of plaster.
Formålet med den foreliggende oppfinnelse er å tilveiebringe en spesiell trebjelke som på grunn av sin selvsentrerende og låsende konstruksjon, er lett og hurtig å montere. Plate-trebjelkesammenbygningen kan oppnås på forskjellige måter. Hvis det skal framstilles permanente vegger, kan platen limes eller eventuelt skrues fast til trebjelken og deretter eventuelt sparkles. Hvis veggen skal demonteres og trebjelkene og platene anvendes om igjen, kan platene festes ved hjelp av f.eks. en vertikal list som hensiktsmessig skrues fast i trebjelken. Dette muliggjøres ved at hver trebjelke er framstilt i samsvar med de etterfølgende krav. The purpose of the present invention is to provide a special wooden beam which, due to its self-centering and locking construction, is easy and quick to assemble. The plate-wood beam assembly can be achieved in different ways. If permanent walls are to be created, the board can be glued or possibly screwed to the wooden beam and then possibly filled. If the wall is to be dismantled and the wooden beams and boards used again, the boards can be fixed using e.g. a vertical strip which is suitably screwed into the wooden beam. This is made possible by the fact that each wooden beam is produced in accordance with the following requirements.
Ifølge den foreliggende oppfinnelse består toppsvill, bunnsvill og vertikale bjelker/stendere av samme spesielle trebjelker. Trebjelken er forsynt med et langsgående spor som har et triangulært tverrsnitt. De vertikale trebjelker har spissede ender slik at de passer inn i tilsvarende spor i toppsvill og bunnsvill. Skulle det foreligge et gap mellom en vertikal og en horisontal trebjelke, kan gapet kompenseres med et avstandselement på forskjellige måter såsom: 1. En eller to harde kiler med regulerbar vinkel for bærende stenderverk; 2. En kile (mykt materiale eller fjærende stål) som låser ikke-bærende stenderverk og således eliminerer bruk av spiker, og som samtidig tar opp eventuelle høydeforskjel-ler (f.eks. beregning av herskende toleranser ved bygningen). Dette muliggjør nøyaktig kapping. According to the present invention, top joists, bottom joists and vertical beams/posts consist of the same special wooden beams. The wooden beam is provided with a longitudinal groove which has a triangular cross-section. The vertical wooden beams have pointed ends so that they fit into corresponding grooves in the top and bottom joists. Should there be a gap between a vertical and a horizontal wooden beam, the gap can be compensated with a distance element in different ways such as: 1. One or two hard wedges with an adjustable angle for supporting studwork; 2. A wedge (soft material or resilient steel) which locks non-bearing studwork and thus eliminates the use of nails, and which simultaneously takes up any height differences (e.g. calculation of prevailing tolerances at the building). This enables accurate cutting.
En alternativ mulighet for å låse trebjelker i tilfelle gap, er å presse bunn- eller toppsvill mot vertikale trebjelker ved passende punkter. Dette kan oppnås ved "å skru" bunn-eller toppsvill fra deres underlag. An alternative option for locking wooden beams in case of gaps is to press bottom or top sleepers against vertical wooden beams at suitable points. This can be achieved by "screwing" bottom or top silt from their substrate.
Trebjelkens dimensjoner og tverrsnittsform gjør det mulig å anvende tømmer med mindre diameter enn det som er mulig for trebjelker med vanlig tverrsnitt. The wooden beam's dimensions and cross-sectional shape make it possible to use timber with a smaller diameter than is possible for wooden beams with a normal cross-section.
En slank tømmerstokk som skal anvendes for framstilling av en bjelke, kan sages opp i fire like deler, hvor hver del har tre rettvinklede hjørner og et fjerde avrundet hjørne. To deler av den sagede tømmerstokk blir deretter anvendt for hver trebjelke. De blir sammenlimt slik at det dannes et sentralt spor på en side av trebjelken. Dette spor avfases deretter for å gi sporet to rektangulære veggflater. De to deler av trebjelken er slik orientert at årringenes senter er adskilt fra hverandre slik at de ytterste årringer vil tilnærmet tangere hverandre. A slender log to be used for making a beam can be sawn into four equal parts, where each part has three right-angled corners and a fourth rounded corner. Two parts of the sawn log are then used for each wooden beam. They are glued together so that a central groove is formed on one side of the wooden beam. This groove is then chamfered to give the groove two rectangular wall surfaces. The two parts of the wooden beam are oriented in such a way that the center of the annual rings are separated from each other so that the outermost annual rings are approximately tangent to each other.
Trebjelken vil bli stabil og motstandsdyktig mot deformasjon ettersom hvert trebjelkeemne er sammensatt av to deler som er limt fast til hverandre. The wooden beam will be stable and resistant to deformation as each wooden beam blank is composed of two parts that are glued together.
En trebjelke ifølge den foreliggende oppfinnelse bestående av to deler, kan selvsagt sages ut fra enhver planke med rektangulært tverrsnitt. A wooden beam according to the present invention consisting of two parts can of course be sawn from any plank with a rectangular cross-section.
Den foreliggende oppfinnelse vil bli nærmere beskrevet med henvisning til de etterfølgende fire blad tegninger, hvor The present invention will be described in more detail with reference to the following four sheet drawings, where
figur 1 viser en tynn tømmerstokk som er saget i fire deler og således utgjør utgangsmateriale for en spesiell trebjelke, figure 1 shows a thin log that has been sawn into four parts and thus forms the starting material for a special wooden beam,
figur 2 viser hvordan to deler av den sagede tømmerstokk sammenføyes, figure 2 shows how two parts of the sawn log are joined,
figur 3 viser hvordan det framkomne spor maskineres for å frambringe flate vegger, figure 3 shows how the resulting groove is machined to produce flat walls,
figur 4 viser hvordan to trebjelkedeler framstilles av en planke med rektangulært tverrsnitt, figure 4 shows how two wooden beam parts are produced from a plank with a rectangular cross-section,
figur 5 viser hvordan en trebjelke tilveiebringes fra planken i den foregående figur, figure 5 shows how a wooden beam is provided from the plank in the previous figure,
figur 6 viser hvordan en vertikal del av et rammeverk er oppbygget , figure 6 shows how a vertical part of a framework is constructed,
figur 7 viser hvordan avstanden mellom trebjelke og underlag kan reguleres, og figure 7 shows how the distance between wooden beam and substrate can be regulated, and
figur 8 viser tverrsnitt gjennom en vegg oppbygget av trebjelker og gipsplater. figure 8 shows a cross-section through a wall made up of wooden beams and plasterboard.
Figur 1 viser en tynn tømmerstokk som vanligvis kun anvendes for produksjon av tremasse. Dette er således en billig tømmertype. Figur 1 viser hvordan tømmerstokken sages i fire deler 2, 3, 4 og 5. Det framgår av figuren at hver del har et avrundet hjørne. To deler er betegnet med I og II. Disse to deler er sammenføyd ved hjelp av liming som vist i figur 2. Når de to tømmerstokkdeler I og II sammenføyes, dannes automatisk et langsgående spor 6 på grunn av de avrundede hjørner, hvilket spor befinner seg på oversiden av den således dannede trebjelke. På grunn av måten de to tømmer-stokkdeler I og II er sammenføyd på, vil årringene i hver del ha sine sentre adskilt. Ringene vil synes å være mer eller mindre en tangent til hverandre. Sporet i bjelkeemnet ifølge figur 2 høvles slik at det framkommer rektangulære sporvegger 7 og 8 som vist i figur 3. Trebjelken som vist i figur 3 har også en sideflate 9, en sideflate 10 og en bunnflate som består av to deler 11 og 12. Figur 3 viser trebjelkens utstrekning under bruk. Trebjelken er også forsynt med to spissede ender som vil bli beskrevet senere. Det kan sees at trebjelken ifølge figur 3 har fem flate plan langsmed sin omkrets. Figur 4 viser et emne med rektangulært tverrsnitt. To deler I og II kan sages ut av stokken som ved sammenliming danner en trebjelke som vist i figur 5, identisk med trebjelken vist 1 figur 3. Den eneste forskjell er at trebjelken ifølge figur 3 og 5 er framstilt av forskjellig utgangsmateriale. Figur 6 viser hvordan trebjelken ifølge figur 3 eller figur 5 kan anvendes i et rammeverk, i dette tilfelle som en av de vertikale deler av rammeverket. Figur 6 viser at trebjelken 2 og 3 har en øvre spiss ende bestående av to rektangulære flater 13 og 14, nevnte øvre ende har samme tverrsnitt som trebjelken vist i figur 3 og i dette tilfellet anvendes trebjelken ifølge figur 3 som en toppsvill 17 med rektangulære flater 18 og 19. Den nedre ende av trebjelken 2 og 3 er identisk med dens øvre ende og de rektangulære flater er angitt som 20 og 21. Den nedre ende samvirker med en bunnsvill 22. Mellomrommene mellom toppsvill, bunnsvill og trebjelke 2 og 3, kan elimineres ved hjelp av kiler for tett fastspenning av disse. Ved nedmontering av et slikt rammeverk er det kun nødvendig å fjerne kilene og trebjelkene kan deretter nyttes om igjen. Figur 7 viser hvordan mellomrommet mellom bunnsvillen 22 og dens anleggsflate kan reguleres ved hjelp av en skruefor-bindelse 23 som har en framspringende del 24 ved hjelp av hvilken bunnsvillen 22 kan heves eller senkes i forhold til dens understøttelse. Figur 8 viser tverrsnittet av en montert vegg bestående av en vertikal trebjelke 2 og 3, en toppsvill 17 og en bunnsvill 22. Toppsvillen ligger an mot en takkonstruksjon/et bjelkelag 25 og bunnsvillen 22 ligger an mot en gulvkonstruksjon/ Figure 1 shows a thin log which is usually only used for the production of wood pulp. This is thus a cheap type of timber. Figure 1 shows how the log is sawn into four parts 2, 3, 4 and 5. It is clear from the figure that each part has a rounded corner. Two parts are designated I and II. These two parts are joined by gluing as shown in Figure 2. When the two log parts I and II are joined, a longitudinal groove 6 is automatically formed due to the rounded corners, which groove is located on the upper side of the thus formed wooden beam. Due to the way the two log parts I and II are joined, the rings in each part will have their centers separated. The rings will appear to be more or less tangent to each other. The groove in the beam blank according to Figure 2 is planed so that rectangular groove walls 7 and 8 appear as shown in Figure 3. The wooden beam as shown in Figure 3 also has a side surface 9, a side surface 10 and a bottom surface which consists of two parts 11 and 12. Figure 3 shows the extent of the wooden beam during use. The wooden beam is also provided with two pointed ends which will be described later. It can be seen that the wooden beam according to figure 3 has five flat planes along its circumference. Figure 4 shows a blank with a rectangular cross-section. Two parts I and II can be sawn out of the log which, when glued together, form a wooden beam as shown in figure 5, identical to the wooden beam shown in figure 1 figure 3. The only difference is that the wooden beam according to figures 3 and 5 is made from different starting material. Figure 6 shows how the wooden beam according to Figure 3 or Figure 5 can be used in a framework, in this case as one of the vertical parts of the framework. Figure 6 shows that the wooden beam 2 and 3 has an upper pointed end consisting of two rectangular surfaces 13 and 14, said upper end has the same cross-section as the wooden beam shown in Figure 3 and in this case the wooden beam according to Figure 3 is used as a top sleeper 17 with rectangular surfaces 18 and 19. The lower end of the wooden beam 2 and 3 is identical to its upper end and the rectangular surfaces are indicated as 20 and 21. The lower end interacts with a bottom joist 22. The spaces between the top joist, bottom joist and wooden beam 2 and 3, can are eliminated by means of wedges for tight clamping of these. When dismantling such a framework, it is only necessary to remove the wedges and the wooden beams can then be used again. Figure 7 shows how the space between the bottom support 22 and its contact surface can be regulated by means of a screw connection 23 which has a projecting part 24 by means of which the bottom support 22 can be raised or lowered in relation to its support. Figure 8 shows the cross-section of a mounted wall consisting of a vertical wooden beam 2 and 3, a top sleeper 17 and a bottom sleeper 22. The top sleeper rests against a roof structure/a beam layer 25 and the bottom sleeper 22 rests against a floor structure/
bjelkelag 26. En plate 27 er festet på den høyre side av rammeverket og en plate 28 er festet til den venstre side av dette. beam 26. A plate 27 is attached to the right side of the framework and a plate 28 is attached to the left side of this.
Oppbygning av rammeverk ved hjelp av trebjelker ifølge den foreliggende oppfinnelse gir den fordel at på grunn av deres spisse ender og langsgående spor, er trebjelkene lette å orientere og lette å feste ettersom avstanden mellom langsgående og tverrgående trebjelker kan reguleres. Trebjelkene låses også fast ved å anvende kiler ved anleggsflåtene eller ved å anvende skrueforbindelser hvorved langsgående trebjelker kan reguleres vertikalt på en enkel måte. Både skrueforbindelser og kiler kan anvendes med fordel ved konstruksjoner som er beregnet å bli demontert. Construction of frameworks using wooden beams according to the present invention offers the advantage that, due to their pointed ends and longitudinal grooves, the wooden beams are easy to orient and easy to fix as the distance between longitudinal and transverse wooden beams can be regulated. The wooden beams are also locked by using wedges at the construction rafts or by using screw connections, whereby longitudinal wooden beams can be adjusted vertically in a simple way. Both screw connections and wedges can be used with advantage in constructions that are intended to be dismantled.
Claims (1)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8902980A SE463467B (en) | 1989-09-12 | 1989-09-12 | MASSIVE LAW RULES ARE BUILT UP OF A RULES |
PCT/SE1990/000567 WO1991004379A1 (en) | 1989-09-12 | 1990-09-05 | An individual stud for constructing a frame, the vertical and horizontal studs having the same cross section |
Publications (4)
Publication Number | Publication Date |
---|---|
NO911812D0 NO911812D0 (en) | 1991-05-10 |
NO911812L NO911812L (en) | 1991-05-10 |
NO175162B true NO175162B (en) | 1994-05-30 |
NO175162C NO175162C (en) | 1994-09-07 |
Family
ID=20376845
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO911812A NO175162C (en) | 1989-09-12 | 1991-05-10 | Special wooden beam for the construction of a framework whose vertical and horizontal beams have the same cross-section |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP0443013B1 (en) |
JP (1) | JPH04501895A (en) |
AT (1) | ATE77117T1 (en) |
AU (1) | AU6412390A (en) |
DE (1) | DE69000134T2 (en) |
DK (1) | DK0443013T3 (en) |
FI (1) | FI93567C (en) |
NO (1) | NO175162C (en) |
SE (1) | SE463467B (en) |
WO (1) | WO1991004379A1 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE510493C2 (en) * | 1998-05-29 | 1999-05-31 | Lars Hammarstroem | Procedure for decomposing a log and wood unit |
FI105790B (en) * | 1999-01-28 | 2000-10-13 | Johan Tore Karlstroem | A method of making stiffeners and a system of fins |
FI116089B (en) | 2000-07-27 | 2005-09-15 | Johan Tore Karlstroem | Device and procedures for controls |
FI20001716A (en) | 2000-07-27 | 2002-01-28 | M Johan Tore Karlstr | Regulatory arrangements and procedures at the same |
ATE555899T1 (en) * | 2003-03-10 | 2012-05-15 | Wood Engineering Technology Ltd | LAMINATES RELATED TO EVALUATED DIMENSIONS OF TREES |
NO20050565D0 (en) * | 2005-02-02 | 2005-02-02 | Fibo Trespo As | Process for processing fibreboard |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE177509C1 (en) * | ||||
SE146165C1 (en) * | ||||
DE351824C (en) * | 1920-02-18 | 1922-05-26 | Franz Hauck | Method and device for the joint-tight filling of the compartments of wooden structures made of hollow bodies |
SE115667C1 (en) * | 1943-02-17 | 1946-01-15 | ||
DE803253C (en) * | 1948-10-02 | 1951-04-02 | Kurt W Witwar Dipl Ing | Nailed or glued ceiling beams or the like with a cross-section that is constant in length |
DE1140331B (en) * | 1954-03-09 | 1962-11-29 | Gottfried Esser | Beams made of square timber with triangular or trapezoidal cross-sections |
FR1253372A (en) * | 1959-12-31 | 1961-02-10 | Device for installing a self-supporting building element | |
DE1658960A1 (en) * | 1967-10-12 | 1970-11-26 | Rigips Baustoffwerke Gmbh | Light partition made of building boards |
-
1989
- 1989-09-12 SE SE8902980A patent/SE463467B/en not_active IP Right Cessation
-
1990
- 1990-09-05 JP JP2512952A patent/JPH04501895A/en active Pending
- 1990-09-05 DK DK90913909.9T patent/DK0443013T3/en active
- 1990-09-05 DE DE9090913909T patent/DE69000134T2/en not_active Expired - Fee Related
- 1990-09-05 AT AT90913909T patent/ATE77117T1/en not_active IP Right Cessation
- 1990-09-05 AU AU64123/90A patent/AU6412390A/en not_active Abandoned
- 1990-09-05 EP EP90913909A patent/EP0443013B1/en not_active Expired - Lifetime
- 1990-09-05 WO PCT/SE1990/000567 patent/WO1991004379A1/en active IP Right Grant
-
1991
- 1991-05-10 FI FI912301A patent/FI93567C/en not_active IP Right Cessation
- 1991-05-10 NO NO911812A patent/NO175162C/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP0443013A1 (en) | 1991-08-28 |
DE69000134T2 (en) | 1993-02-11 |
DE69000134D1 (en) | 1992-07-16 |
NO175162C (en) | 1994-09-07 |
FI93567B (en) | 1995-01-13 |
FI93567C (en) | 1995-04-25 |
SE463467B (en) | 1990-11-26 |
WO1991004379A1 (en) | 1991-04-04 |
JPH04501895A (en) | 1992-04-02 |
EP0443013B1 (en) | 1992-06-10 |
SE8902980D0 (en) | 1989-09-12 |
NO911812D0 (en) | 1991-05-10 |
SE8902980A (en) | 1990-11-26 |
AU6412390A (en) | 1991-04-18 |
NO911812L (en) | 1991-05-10 |
DK0443013T3 (en) | 1992-07-27 |
FI912301A0 (en) | 1991-05-10 |
ATE77117T1 (en) | 1992-06-15 |
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