NO802473L - PROCEDURE AND MEANS FOR BUILDING AN INSULATING WALL. - Google Patents
PROCEDURE AND MEANS FOR BUILDING AN INSULATING WALL.Info
- Publication number
- NO802473L NO802473L NO802473A NO802473A NO802473L NO 802473 L NO802473 L NO 802473L NO 802473 A NO802473 A NO 802473A NO 802473 A NO802473 A NO 802473A NO 802473 L NO802473 L NO 802473L
- Authority
- NO
- Norway
- Prior art keywords
- posts
- wall
- section
- post
- plates
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims description 9
- 239000011810 insulating material Substances 0.000 claims description 3
- 238000005253 cladding Methods 0.000 description 5
- 239000006260 foam Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000000565 sealant 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
- E04B2/7809—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 of single or multiple tubular form
- E04B2/7845—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 of single or multiple tubular form of curved cross-section, e.g. circular
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
Oppfinnelsen angår en fremgangsmåte til oppbygging av The invention relates to a method for the construction of
en isolerende vegg bestående av vertikale stolper som er forsynt med spor eller lignende til opptakelse av mellom stolpene monterbare veggplater, samt veggseksjoner til ut-øvelse av fremgangsmåten. an insulating wall consisting of vertical posts that are provided with grooves or the like for accommodating wall panels that can be mounted between the posts, as well as wall sections for practicing the method.
Fremgangsmåten og veggseksjoner av denne art anvendes til mange forskjellige byggeformål, særlig til såkalte lettere bygg som skur, brakker, innvendige skillevegger m.m. The method and wall sections of this kind are used for many different building purposes, especially for so-called lighter buildings such as sheds, barracks, internal partitions, etc.
Ved fremstilling av bygninger som skal kunne transpor-teres enten som elementer som kan atskilles og settes sammen på stedet, eller som ferdige bygninger, f.eks. mannskapsskur eller skurvogn til bruk på byggeplasser, anvendes særlig såkalte helveggselementer, dvs. hele veggseksjoner som er sam-menhengende og som fortrinnsvis utgjør hele sidevegger. Slike elementer skal være selvbærende og isolerende for å kunne opp-fylle kravene til letthet og komfort. De kan fremstilles ved at det først lages en ytre ramme med mål svarende til den ferdige veggseksjon, hvilken ramme normalt er av tre eller metall med loddrette stolper, og deretter kles utvendig med f.eks. lakkerte aluminiumsplater og innvendig med en treplate. Heretter anbringes hele seksjonen i en presse, hvor det sprøytes uretanskum inn mellom den ytre og indre bekledning. Skummet ekspanderer og utfyller mellomrommet fullstendig, samtidig som det kleber til platene og derved danner en sterk isolerende og selvbærende seksjon. På denne måte fremstilte vegg-, gulv- og takseksjoner settes deretter sammen for dan-nelse av den ferdige bygning. When manufacturing buildings that must be able to be transported either as elements that can be separated and assembled on site, or as finished buildings, e.g. crew sheds or scrubbers for use on construction sites, so-called full-wall elements are used in particular, i.e. entire wall sections which are continuous and which preferably form entire side walls. Such elements must be self-supporting and insulating in order to meet the requirements for lightness and comfort. They can be produced by first creating an outer frame with dimensions corresponding to the finished wall section, which frame is normally made of wood or metal with vertical posts, and then covering the outside with e.g. lacquered aluminum plates and inside with a wooden plate. The entire section is then placed in a press, where urethane foam is injected between the outer and inner cladding. The foam expands and fills the space completely, while at the same time it sticks to the boards and thereby forms a strong insulating and self-supporting section. Wall, floor and roof sections produced in this way are then put together to form the finished building.
Slike elementer lider imidlertid av flere alvorlige mangler og ulemper.' På grunn av materialenes forskjellige utvidelses-koeffisienter vil kledningene arbeide forskjellig på ytter- However, such elements suffer from several serious shortcomings and disadvantages.' Due to the different expansion coefficients of the materials, the claddings will work differently on the outer
og innersiden. Herved kan det oppstå så store forskyvninger at skummet trekkes istykker, hvorved elementet mister sin styrke. Videre oppstår det problemer med sammensetningen hvor platene støter opp mot hverandre og således ved ekspansjonen buler ut, eller ved sammentrekning fjernes fra hverandre. Dette vil, i tilfeller med elementer som er forsynt med søm - såsom spikerrader - bety at kledningene vil løsne fra sømmene. For å avhjelpe disse mangler har man forsøkt å forbinde den ut- and the inside. This can cause such large displacements that the foam is pulled to pieces, whereby the element loses its strength. Furthermore, problems arise with the composition where the plates bump up against each other and thus bulge out during expansion, or are removed from each other during contraction. This will, in cases with elements that are provided with seams - such as rows of nails - mean that the cladding will come loose from the seams. In order to remedy these deficiencies, attempts have been made to connect the out-
vendige og innvendige bekledning med hverandre. Herved oppstår det imidlertid kuldebroer ved bruk av metall, likesom det skal anvendes kraftige bekledningsplater for å gi elementet den tilstrekkelige styrke. Dette fordyrer produktet og betyr samtidig at vekten av elementene økes. exterior and interior cladding with each other. This, however, creates thermal bridges when using metal, just as strong cladding panels must be used to give the element sufficient strength. This makes the product more expensive and at the same time means that the weight of the elements is increased.
Det er oppfinnelsens formål å avhjelpe disse mangler ved de kjente fremgangsmåter og midler, og dette oppnås når stolpene festes enten nedentil eller oventil til et feste, f.eks. en horisontalt forløpende skinne, og at det mellom hvert stolpepar anbringes en veggplate av en slik dimensjon at sidekan- , tene av naboplater ligger an mot hverandre og omslutter stolpene, hvoretter stolpene festes oventil eller nedentil til et feste, f.eks. en horisontalt forløpende skinne. Herved oppnås at veggplatene kan fritas for å skulle oppta belastninger, idet stolpene bringes til å oppta alle belastningene. Veggplatene får herved karakteren av utfyllingselementer og kan derfor utformes på en mer hensiktsmessig måte. Fremgangsmåten blir både hurtig og ukomplisert, og den kan skje enten på fabrika-sjonsstedet eller på selve byggeplassen. Videre foreligger det ingen risiko for kuldebroer, da isolerte veggelementer vil omslutte stolpen. Samtidig er det lett adgang til ut-skiftning av eventuelt ødelagte veggplater, eller det kan fore-tas endringer i fordelingen av vinduer og dører. Videre er det mulighet for oppførelse av bygninger i variable størrelser, idet hvert stolpepar danner en modul, hvorved det kan innsettes veggplater etter behov mellom stolpene. It is the purpose of the invention to remedy these shortcomings of the known methods and means, and this is achieved when the posts are attached either below or above to a fixture, e.g. a horizontally running rail, and that between each pair of posts a wall plate is placed of such a dimension that the side edges of neighboring plates are against each other and enclose the posts, after which the posts are fixed above or below to a fixture, e.g. a horizontally running rail. This achieves that the wall plates can be exempted from having to absorb loads, as the posts are brought to absorb all the loads. The wall panels thereby acquire the character of infill elements and can therefore be designed in a more appropriate way. The procedure is both quick and uncomplicated, and it can take place either at the manufacturing site or on the construction site itself. Furthermore, there is no risk of thermal bridges, as insulated wall elements will enclose the post. At the same time, there is easy access to the replacement of possibly damaged wall panels, or changes can be made to the distribution of windows and doors. Furthermore, there is the possibility of constructing buildings of variable sizes, as each pair of posts forms a module, whereby wall panels can be inserted as needed between the posts.
Ved å anvende de i krav 2 angitte veggseksjoner, oppnås en helt lukket vegg uten kuldebroer, idet veggplatene danner en ubrutt flate på begge sider av stolpen. By using the wall sections specified in claim 2, a completely closed wall is achieved without thermal bridges, as the wall plates form an unbroken surface on both sides of the post.
Endelig er de i krav 3 angitte veggplater særdeles hen-siktsmessige, idet de er enkle å fremstille med mulighet for bruk av ethvert ønskelig veggmateriale. Finally, the wall panels specified in claim 3 are particularly suitable, as they are easy to manufacture with the possibility of using any desired wall material.
Oppfinnélsen skal i det følgende beskrives nærmere under henvisning til tegningen, hvor: Fig. 1 viser et eksempel på et skjelett av skinner og In the following, the invention will be described in more detail with reference to the drawing, where: Fig. 1 shows an example of a skeleton of rails and
stolper før veggplatene isettes. posts before the wall panels are inserted.
Fig. 2 viser samme skjelett med veggplater isatt. Fig. 2 shows the same skeleton with wall plates inserted.
Fig. 3 viser et snitt gjennom en hjørnesammensetning sett i snitt etter linjen III-III på fig. 2, og Fig. 4 viser et snitt gjennom en veggsammensetning med skilleveggsplate sett i snitt IV-IV på fig. 2. Fig. 3 shows a section through a corner composition seen in section along the line III-III in fig. 2, and Fig. 4 shows a section through a wall composition with partition plate seen in section IV-IV in fig. 2.
Som det fremgår av fig. 1, som viser en utførelsesform for en bygning ifølge oppfinnelsen, består denne av en gulv-, fire vegg- og en takseksjon. Hver seksjon er oppbygget omkring en ramme,og således utgjøres veggseksjonen av en skinne 2 nedentil og en skinne 5 oventil, samt to vertikale hjørne-stolper 9. Disse elementer 2, 5 og 9 er felles for nabo-seksjoner. Mellom de horisontale skinner er montert stolper 1, fortrinnsvis i samme innbyrdes avstand. As can be seen from fig. 1, which shows an embodiment of a building according to the invention, this consists of a floor, four wall and a roof section. Each section is built around a frame, and thus the wall section consists of a rail 2 below and a rail 5 above, as well as two vertical corner posts 9. These elements 2, 5 and 9 are common to neighboring sections. Posts 1 are mounted between the horizontal rails, preferably at the same distance from each other.
På fig. 3 er vist et snitt gjennom en hjørnestolpe 9. In fig. 3 shows a section through a corner post 9.
Den er som de øvrige profiler fortrinnsvis fremstilt av ekstru-dert aluminium. Stolpen er hul og kan eventuelt fylles med isolasjonsmateriale. På sideflaten er stolpen forsynt med et fremspring 10 som strekker seg i hele stolpens lengde. Like the other profiles, it is preferably made of extruded aluminium. The post is hollow and can optionally be filled with insulating material. On the side surface, the post is provided with a projection 10 which extends along the entire length of the post.
På fig. 4 er vist et snitt gjennom en stolpe 1 som for-løper mellom skinnen 2 og 5. Tverrsnittsformen er oval og den er symmetrisk omkring begge akser. Således er en halv stolpe lik fremspringet 10 på hjørnestolpen 9. In fig. 4 shows a section through a post 1 which extends between the rail 2 and 5. The cross-sectional shape is oval and it is symmetrical around both axes. Thus, half a post is equal to the protrusion 10 on the corner post 9.
Herved blir det mulighet for å anbringe veggplatene 3 mellom henholdsvis et stolpepar og en stolpe og en hjørne-stolpe. Da de innbyrdes avstander er ens, kan veggplatene seriefremstilles og utskiftes etter behov. This makes it possible to place the wall plates 3 between a pair of posts and a post and a corner post respectively. As the mutual distances are the same, the wall panels can be serially produced and replaced as required.
Selve veggplaten 3 består som vist på fig. 3 og 4, av The wall plate 3 itself consists, as shown in fig. 3 and 4, of
en kjerne 7 av isolasjonsmateriale som f.eks. uretanskum eller mineralull. Til denne kjerne der klebet en innvendig og en utvendig bekledning 8 av hvilket som helst egnet materiale. Det kan tenkes anvendt glassfiber, tre eller metall. For å unngå utbuling, avkortes platene og fugene.dekkes på enhver kjent måte. Langs sidekantene av platene 3 er det en utsparing 6 som i tverrsnitt svarer til fremspringet 10 og en halv stolpe 1. a core 7 of insulating material such as urethane foam or mineral wool. To this core there is glued an inner and an outer covering 8 of any suitable material. Fiberglass, wood or metal can be used. To avoid bulging, the plates are shortened and the joints covered in any known way. Along the side edges of the plates 3 there is a recess 6 which in cross-section corresponds to the projection 10 and half a post 1.
En skillevegg kan oppbygges med en skinne 11 som vist på fig. 4. Skinnen festes f.eks. til en dekkplate 8, og veggplaten 3 anbringes på denne. A dividing wall can be built up with a rail 11 as shown in fig. 4. The rail is attached, e.g. to a cover plate 8, and the wall plate 3 is placed on this.
Ved sammensetning av veggplatene på denne måten sikres en omslutting av stolpene, som vist på fig. 4, hvorved kuldebroer unngås. Skumkantene ligger presset mot hverandre, hvorved det oppnås en helt tett veggsammensetning. By assembling the wall panels in this way, an enclosure of the posts is ensured, as shown in fig. 4, whereby thermal bridges are avoided. The foam edges are pressed against each other, whereby a completely tight wall composition is achieved.
Fremgangsmåten vil heretter bli beskrevet. Etter at gulvseksjonen er satt sammen, hvilket kan skje på samme måte som de øvrige seksjoner, anbringes stolpene 9 ved passende sammenspenningsmidler til den horisontale nedre skinne 2. Skinnen er forsynt med de nødvendige holdemidler for stolpen. Heretter kan veggplater 3 ovenfra innføres mellom stolpene, hvoretter den øverste horisontale skinne 5 festes til hjørne-stolper og midtstolper. Dette skjer ved alle fire vegger slik som vist på fig. 2. Om ønskes, kan takelementet fremstilles på samme måte eller dekkes på en hvilken som helst velegnet måte. The procedure will now be described. After the floor section has been assembled, which can be done in the same way as the other sections, the posts 9 are placed by suitable clamping means to the horizontal lower rail 2. The rail is provided with the necessary holding means for the post. After this, wall panels 3 can be introduced from above between the posts, after which the top horizontal rail 5 is attached to the corner posts and center posts. This happens at all four walls as shown in fig. 2. If desired, the roof element can be produced in the same way or covered in any suitable way.
Etter behov kan en veggseksjon være forsynt med et vindu eller en dør, som vist på fig. 2. Disse elementer er forsynt med tilsvarende utsparing 6, slik at de slutter seg til stolpene 1 og fremspring 10. If necessary, a wall section can be provided with a window or a door, as shown in fig. 2. These elements are provided with a corresponding recess 6, so that they join the posts 1 and projections 10.
Endelig kan elementene etter behov limes sammen langs sidekantene 4, og tettes utvendig med passende elastiske fuge-midler. Finally, if necessary, the elements can be glued together along the side edges 4, and sealed on the outside with suitable elastic sealants.
Claims (3)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK435179A DK435179A (en) | 1979-10-15 | 1979-10-15 | PROCEDURE AND MEANS FOR BUILDING AN INSULATIVE ROAD |
Publications (1)
Publication Number | Publication Date |
---|---|
NO802473L true NO802473L (en) | 1981-04-21 |
Family
ID=8132732
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO802473A NO802473L (en) | 1979-10-15 | 1980-08-20 | PROCEDURE AND MEANS FOR BUILDING AN INSULATING WALL. |
Country Status (6)
Country | Link |
---|---|
DE (1) | DE3038878A1 (en) |
DK (1) | DK435179A (en) |
FR (1) | FR2478165A1 (en) |
GB (1) | GB2062059A (en) |
NO (1) | NO802473L (en) |
SE (1) | SE8007092L (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3217746A1 (en) * | 1982-05-12 | 1983-11-24 | Dornier Gmbh, 7990 Friedrichshafen | CABIN |
FR2721056A1 (en) * | 1994-06-09 | 1995-12-15 | Lmca Sa | Panel structure for animal house, esp. dog kennel for high strength |
DE19644261A1 (en) * | 1996-10-24 | 1998-04-30 | D D C Planungs Entwicklungs Un | Turnkey building or room unit, completely manufactured in the factory and transportable by helicopter or airship |
FR2884542A1 (en) * | 2005-04-14 | 2006-10-20 | Arcomat Mobilier Urbain Sa | Modulable kiosk for e.g. mobile telephone, sale, has frontage units in form of cassettes with glazed outer side and inner side comprising hooking slides, steel beam structure supporting floor, and roof supporting composite-slab |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB541211A (en) * | 1940-03-12 | 1941-11-18 | Emile Simon Guignon Jr | Building structure |
GB662208A (en) * | 1949-08-19 | 1951-12-05 | Sandvikens Jernverks Ab | Improvements in arrangements of walls, consisting of prefabricated blocks |
GB764953A (en) * | 1953-05-19 | 1957-01-02 | Fred Emmanuel Moddy Ilke | Improvements for and relating to building construction for prefabricated structure |
GB1133035A (en) * | 1965-06-24 | 1968-11-06 | Elischer Julius William | Improved building board |
-
1979
- 1979-10-15 DK DK435179A patent/DK435179A/en not_active Application Discontinuation
-
1980
- 1980-08-20 NO NO802473A patent/NO802473L/en unknown
- 1980-10-08 GB GB8032380A patent/GB2062059A/en not_active Withdrawn
- 1980-10-09 SE SE8007092A patent/SE8007092L/en not_active Application Discontinuation
- 1980-10-15 DE DE19803038878 patent/DE3038878A1/en not_active Withdrawn
- 1980-10-15 FR FR8022045A patent/FR2478165A1/en not_active Withdrawn
Also Published As
Publication number | Publication date |
---|---|
DE3038878A1 (en) | 1981-04-23 |
DK435179A (en) | 1981-04-16 |
FR2478165A1 (en) | 1981-09-18 |
SE8007092L (en) | 1981-04-16 |
GB2062059A (en) | 1981-05-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4004387A (en) | Panels and the method of same for house construction | |
US3110131A (en) | Building construction | |
US3641724A (en) | Box beam wall construction | |
US2076728A (en) | Building structure | |
NO843915L (en) | BUILDING WALL | |
US3553921A (en) | Wall construction, particularly for load-bearing walls | |
US1375402A (en) | Sectional building | |
US4310992A (en) | Structural panel | |
US2825098A (en) | Prefabricated building construction | |
US4014143A (en) | Building structural system | |
US2208010A (en) | Portable and sectional building construction | |
EP0058354B1 (en) | Portable building unit | |
DE2215011A1 (en) | KIT FOR ERECTING PRE-FABRICATED HOUSES | |
NO802473L (en) | PROCEDURE AND MEANS FOR BUILDING AN INSULATING WALL. | |
CA2081651A1 (en) | Modular prefabricated building panels | |
NO122149B (en) | ||
US2085281A (en) | Metal building structure and method of assembling the same | |
US2407252A (en) | Prefabricated building | |
US5608997A (en) | Vertical log building and method for constructing the same | |
US3406491A (en) | Panelling arrangements | |
US2235811A (en) | Panel wall structural unit and building construction | |
US2031568A (en) | Building construction | |
CA2296157C (en) | Patio door with integral glazing frame | |
US3721057A (en) | Partition wall | |
US1910397A (en) | Frameless vehicle body |