NO762261L - - Google Patents
Info
- Publication number
- NO762261L NO762261L NO762261A NO762261A NO762261L NO 762261 L NO762261 L NO 762261L NO 762261 A NO762261 A NO 762261A NO 762261 A NO762261 A NO 762261A NO 762261 L NO762261 L NO 762261L
- Authority
- NO
- Norway
- Prior art keywords
- elements
- building
- building system
- side surfaces
- cast
- Prior art date
Links
- 238000010276 construction Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- RZVAJINKPMORJF-UHFFFAOYSA-N Acetaminophen Chemical compound CC(=O)NC1=CC=C(O)C=C1 RZVAJINKPMORJF-UHFFFAOYSA-N 0.000 description 1
- 241000036848 Porzana carolina Species 0.000 description 1
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric Acid Chemical compound [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 238000003860 storage Methods 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Residential Or Office Buildings (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Bieiaonter tor byggesyste»Bieiaonter tor building system »
Description
Oppfinnelsen vedrører et byggesysteia bestående av elementer»som kan settes saasne» sl il: at dot dannes on ferdig bygning. Slike såkalte "modul-byggesyste&er" kjennes i iorm av standardiserte elementer som kan inngå i©t byggesysteia. Imid-lertid innebærer bruken av slike kjente eleoenter at det skal benyttes ét stort antall forskjellige elementer til en ferdig bygning. 3a denne aangfoldighet av eletaonter bidrar til å for-dyre byggingen»er dot et stort behov for©t byggesysteo»hvor antall elenontor er redusert til et ninimuia. Derved reduseres fremstillings- og lageromkostningene tilsvarende, saatidig so© byggesysteaet ..forenkles. The invention relates to a building system consisting of elements "that can be put together" so that they are formed on a finished building. Such so-called "module building systems" are known in the form of standardized elements that can be included in the building system. However, the use of such known elements means that a large number of different elements must be used for a finished building. 3a this variety of electrical units contributes to making construction more expensive, there is a great need for a building system where the number of electrical units is reduced to a minimum. Thereby, manufacturing and storage costs are reduced accordingly, at the same time the construction system is simplified.
not or oppfinnelsens formål å forbedre de kjente byggesys teiner og dette oppnås når elementene osifatter et bunn-element og ét toppéleuient cied saaiae longdo og bredde, sora hvort er vesentlig U-formet&ed tre fortrinnsvis rektangulære, plane sideflater. Vod å benytte slike to elementer og anbring©topp* elementet over bunnelementot, dannes et aodul son omfatter bunn, vegger og loft. Ved hjelp av denne modul kan on bygning frem-stilles ved bare å sette samen disse moduler i et antall som svarer til don ønskete lengde på bygningen. Sammenføyningene vil alle ligge i såmne plan, hvor det brukes ens dimensjonerte elementer» Antallet elementer reduseres således betydelig, idot det ved denne sammenstilling av elementer dannes en ytre konstruksjon soia består av golv, vegger og loft, son bare skal suppleres mod gavler og eventuelle vinduer, dører s.v. på kjent saåte, for at bygningens ytre skal bli ferdig. Elementene egner • seg særlig god til nassefrerr.stilling og bruken av slika prefab-rikerte elementer forenkler byggingen i hittil ukjent grad. not or the purpose of the invention is to improve the known building systems and this is achieved when the elements do not include a bottom element and one top element with the same length and width, which are essentially U-shaped and with three preferably rectangular, flat side surfaces. If two such elements are used and the top element is placed above the bottom element, an aodul son is formed that includes the bottom, walls and ceiling. With the help of this module, a building can be produced by simply putting these modules together in a number that corresponds to the desired length of the building. The joints will all lie in the same plane, where identically dimensioned elements are used" The number of elements is thus significantly reduced, as this combination of elements creates an external construction that consists of floor, walls and attic, which only needs to be supplemented against gables and any windows , doors s.v. in the known way, so that the exterior of the building will be finished. The elements are particularly suitable for • nassefrerr.siting and the use of such prefabricated elements simplifies construction to a previously unknown extent.
For å understøtte slike saomenføyde elementer kan det benyttes et element som beskrevet i krav 2, hvorved opp-stillingen lottes betydelig. Denne støtte er både stabil og billig, samtidig som den lett lar seg bringe horisontal før de andre elementer settes på plass. In order to support such joined elements, an element as described in claim 2 can be used, whereby the arrangement is significantly drawn. This support is both stable and cheap, at the same time that it can easily be brought horizontal before the other elements are put in place.
Endelig kan elementene, soa beskrevet i krav 3, for-sterkes slik at éé gis Stor bæreevne. Ved å forsterke elementene sikres likeledes stor stabilitet, noe sora kan være nyttig dersom elementene skal benyttes 1 oraråder aed sarlig stor be* lastnihg, f.eks. jordskjelv, snøbelastning»vindpåvirkniag og lignende. Finally, the elements, as described in claim 3, can be reinforced so that one is given a large bearing capacity. By reinforcing the elements, great stability is also ensured, which can be useful if the elements are to be used 1 oraadre aed particularly large belastnihg, e.g. earthquakes, snow load»wind influence and the like.
Oppfianølsen er nedenfor beskrevet n&rraere ander henvisning til tegningen, hvor The invention is described below with reference to the drawing, where
fig. 1 viser ot snitt gjennom cm bygning oppført av elementer ifølge oppfinnelsen, fig. 1 shows a section through cm building erected from elements according to the invention,
flg. 3 visor et perspektivriss av sanmensatio ©leiaentor,Fig. 3 shows a perspective view of the sanmensatio ©leiaentor,
fig. 3 viser noen sammenstilte elementet sott ovenfra,fig. 3 shows some assembled elements from above,
fig. 4 viser snitt etter linjen IV-IV i fig. 3, og fig. S viåer et snitt av en sammenføyning av bunnelenient * drager og fundament. fig. 4 shows a section along the line IV-IV in fig. 3, and fig. S is a cross-section of a joining of bottom-end * girder and foundation.
Goo dot fremgår av det utførelseseksempel son er vist i figuren©2-4, omfatter byggesysteraet et tJ-foraet tapp-elecient 2, et U-forstøt bunnelemont 1 og et støtteløsent 3. Elementene kan fr&jnstillos ved støping av et hvert egnet mate-riale, fortrinnsvis betong. For å øke styrken på elesaeatene kan dot på vanlig raåte innstøpes armerings jern, på satnso osSte so® cioaontene kan. vare forsterket aed innstøpte ribber 8 sora kan forløpe i elementets lengderetning. Videre kan elementene støp-es mod åpninger for innsetting av vindus- og dørpartier .ra.v. etter behov. Good dot is evident from the execution example shown in figure ©2-4, the building system comprises a tJ-shaped pin element 2, a U-supported bottom element 1 and a supporting element 3. The elements can be produced by casting a suitable material for each , preferably concrete. In order to increase the strength of the elaseates, reinforcing iron can be cast in dot on ordinary raåte, on satnso osSte so® the cioaons can. item reinforced with cast-in ribs 8 sora can run in the lengthwise direction of the element. Furthermore, the elements can be cast against openings for the insertion of window and door parts.ra.v. as required.
D© to U-formete elementer har saraitø lengde, dvs. avstanden mellom dø to sideflater 4 og S os dossuton sainae brod-do. Platene or rektangulære og sideflatene 4 og 5 står vinkel-rett på midtflaten 7 og 6. Dérvod vil fugene cellos» elementene liggo pfi linje. D© two U-shaped elements have saraitø length, i.e. the distance between die two side surfaces 4 and S os dossuton sainae brod-do. The plates are rectangular and the side surfaces 4 and 5 are at right angles to the central surface 7 and 6. Therefore, the joints and the elements will lie in line.
I fig. 2 er det vist en oppstilling av olaEiéntor 1*2 på rekke for dannelse av et roa* Elesnontene hviler på to In fig. 2 shows an arrangement of olaEiéntor 1*2 in a row to form a roa* The elesnonts rest on two
langsgående støttelementor 3 i fora av to ens dragere. St eks-eapol på forbindelse neliou fundaaont, drager 3 os bunnolenent 1 or vist i fig. 5. I fundamentot 0 er dot innstøpt on gjenge-bolt 10 må ca påskrudd mutter. På nuttøron hviler og sfcyros longitudinal support element 3 in the fora of two identical girders. St ex-eapole on connection neliou fundaaont, drags 3 os bunnolenent 1 or shown in fig. 5. In the foundation 0, dot is embedded on threaded bolt 10, the nut must be screwed on approx. On nut earon rests and sfcyros
drageren 3»idet den or forsynt med en innstøpt bøssing eller the girder 3" as it was provided with a cast-in bushing or
hylse, hvori bolten kan føres inn. På dragerens overside or det innstøpt en oøssing eller hylse aed innvendige gjenger*for opptak av en annen bolt 11 saod sutter. På den øvro autter hviler og styres bunneleæentet 1 pa en innstøpt bøssing eller hylse med hull for bolten. Denne konstruksjon ør onkel©g stabil, saatidig saed at don letter monteringsarbeidet, idet drageren lett kan opprettes ved hjelp av den nedre autterj hvorottor bunnelenentet kan monteres og høydejusteres vod hjolp av den - øvre mutter. Bleaentene kan også stilles sammen i to oller flere rokker sosa vist i fig. S og 4. Da elementene or selvb&ronde kreves det intet utover en sanntcofØring av disso, for å danne ett©Iler flere rom, hvis longdo bcstoKuaos av antall dosenter. sleeve, into which the bolt can be inserted. On the upper side of the girder, a socket or sleeve with internal threads* was cast in for the reception of another bolt 11 sod sucker. On the upper outside, the bottom element 1 rests and is controlled on a cast-in bushing or sleeve with a hole for the bolt. This construction is very stable, at the same time it is said to facilitate the assembly work, as the girder can be easily erected with the help of the lower outer part, where the bottom element can be mounted and height adjusted with the help of the - upper nut. The diapers can also be arranged in two or more rows as shown in fig. S and 4. Since the elements are self-contained, nothing is required beyond a true coforation of disso, to form one ©Iler several rooms, if longdo bcstoKuaos of the number of docents.
Sara antydet på fig. 2 kan closaentenes 1,2 sidekan-ter ved fugene være forsynt taod etstyro- og låsesystea, idet bunnelementets 1 sidekant øverst er forsynt m& å cn langsgående sentral forhøyning 11, soa vod soucjonstilling ia©d toppelosientet 2 kan gå opp i on langsgående, sentral rille i toppelementets 2 sidekant. Denne sammenføyning og de øvrigo sammenføyninger saøllos» tilstøtende cleaenter kan dessuten lukkes tott på alein-delia kjent måte, f.eks. med fleksibelt fcetaingskitt. Sara indicated on fig. 2, the closaent's 1,2 side edges at the joints can be provided with steering and locking systems, as the bottom element's 1 side edge at the top is provided with a longitudinal central elevation 11, so that the top element 2 can go up in the longitudinal, central groove in the 2 side edges of the top element. This joint and the other joint joints as well as adjacent cleaners can also be closed in a manner known to the general public, e.g. with flexible fcetaing putty.
I fig* 1 er det vist ot oksoapcl på en ytterligere sammenstilling av eleiaontor, idet tø roæt©r forbundet iaod on rekke toppelenenter 2 sosa er anbrngt ovor og på tvers av de øv-rige elesuentor. Broddon av oleiaontono kan vssrc fastlagt slik, at et visst antall breddeiaål svarer til elementenes lengdemål, slik at det dannes ot ubrutt loft. Plasseringen av toppoloaont-©na 2 på den viste aåte gir mtlighot for montering av en tak-flate 12, f.eks. av aotall, glassfiber©Iler asbestseasnt eller annet©gnet aatoriale, soa baros og opphenges på kjent saåte.Sor å avslutte bygningen ©ppjauros det ved bygningens ender on luk-keaur eller.gavlvegg på kjent.mate. In fig* 1, it is shown ot oxoapcl on a further assembly of eleiaontor, as two roots are connected iaod on a series of top elements 2 sosa are placed above and across the other eleiaontor. The width of the oleaontono can be determined so that a certain number of widths corresponds to the length of the elements, so that an unbroken ceiling is formed. The location of the top panel 2 on the side shown provides plenty of opportunity for mounting a roof surface 12, e.g. of aotall, fiberglass ©Iler asbestos seasnt or other©gnet aatoriale, soa baros and suspended in a known way.Sor to end the building ©ppjauros it at the ends of the building on luk-keaur or.gable wall in a known.mate.
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2843675 | 1975-07-05 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| NO762261L true NO762261L (en) | 1977-01-06 |
Family
ID=10275602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| NO762261A NO762261L (en) | 1975-07-05 | 1976-06-30 |
Country Status (8)
| Country | Link |
|---|---|
| JP (1) | JPS5228125A (en) |
| BE (1) | BE843799A (en) |
| DE (1) | DE2629873A1 (en) |
| DK (1) | DK286076A (en) |
| FR (1) | FR2317427A1 (en) |
| NL (1) | NL7607290A (en) |
| NO (1) | NO762261L (en) |
| SE (1) | SE7607530L (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2705385A1 (en) * | 1977-02-09 | 1978-08-10 | Gerard Dipl Ing Hohner | Prefabricated building unit e.g. garage - has walls split, by horizontal dividing line with mating edges including protrusions and depressions |
-
1976
- 1976-06-25 DK DK286076A patent/DK286076A/en not_active Application Discontinuation
- 1976-06-30 NO NO762261A patent/NO762261L/no unknown
- 1976-07-01 SE SE7607530A patent/SE7607530L/en unknown
- 1976-07-01 NL NL7607290A patent/NL7607290A/en unknown
- 1976-07-02 DE DE19762629873 patent/DE2629873A1/en active Pending
- 1976-07-05 BE BE168646A patent/BE843799A/en unknown
- 1976-07-05 JP JP51079075A patent/JPS5228125A/en active Pending
- 1976-07-05 FR FR7620978A patent/FR2317427A1/en not_active Withdrawn
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5228125A (en) | 1977-03-02 |
| BE843799A (en) | 1976-11-03 |
| DE2629873A1 (en) | 1977-01-20 |
| DK286076A (en) | 1977-01-06 |
| SE7607530L (en) | 1977-01-06 |
| FR2317427A1 (en) | 1977-02-04 |
| NL7607290A (en) | 1977-01-07 |
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