NO319797B1 - Module-based building system - Google Patents

Module-based building system Download PDF

Info

Publication number
NO319797B1
NO319797B1 NO20021978A NO20021978A NO319797B1 NO 319797 B1 NO319797 B1 NO 319797B1 NO 20021978 A NO20021978 A NO 20021978A NO 20021978 A NO20021978 A NO 20021978A NO 319797 B1 NO319797 B1 NO 319797B1
Authority
NO
Norway
Prior art keywords
attachment
beams
building system
column
shows
Prior art date
Application number
NO20021978A
Other languages
Norwegian (no)
Other versions
NO20021978D0 (en
Inventor
Stein Hofstad
Original Assignee
Stein Hofstad
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 Stein Hofstad filed Critical Stein Hofstad
Priority to NO20021978A priority Critical patent/NO319797B1/en
Publication of NO20021978D0 publication Critical patent/NO20021978D0/en
Priority to US10/512,365 priority patent/US20050252150A1/en
Priority to AU2003228147A priority patent/AU2003228147A1/en
Priority to PCT/NO2003/000120 priority patent/WO2003091514A1/en
Priority to EP03725888A priority patent/EP1497515A1/en
Publication of NO319797B1 publication Critical patent/NO319797B1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/002—Ramps
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • 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
    • E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • E04H6/08—Garages for many vehicles
    • E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2469—Profile with an array of connection holes
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/002—Ramps
    • E04F2011/007—Ramps characterised by the supporting structure

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Devices That Are Associated With Refrigeration Equipment (AREA)
  • Two-Way Televisions, Distribution Of Moving Picture Or The Like (AREA)
  • Burglar Alarm Systems (AREA)
  • Floor Finish (AREA)

Description

Foreliggende oppfinnelse angår et modulbasert byggesystem, i samsvar med den innledende delen av patentkrav 1. The present invention relates to a modular building system, in accordance with the introductory part of patent claim 1.

I forbindelse med ny utnyttelse av eksisterende bygg, så som fjellhaller, hangarer og liknende, eksisterer et behov for bedre utnyttelse av tilgjengelig volum. Dette kan eksempelvis løses ved hjelp av kjente reoler eller hyllesystem, eller andre løsninger der det som skal lagres blir løftet opp på en bærende konstruksjon. In connection with new utilization of existing buildings, such as mountain halls, hangars and the like, there is a need for better utilization of the available volume. This can, for example, be solved with the help of known racks or shelving systems, or other solutions where what is to be stored is lifted onto a supporting structure.

Det finnes også ulike rampeløsninger, der eksempelvis kjøretøy kan kjøres opp på ramper There are also various ramp solutions, where, for example, vehicles can be driven up ramps

og lagres flere i høyden. and several are stored in height.

Eksisterende løsninger for utnyttelse av rom med forholdsvis stor takhøyde har imidlertid en rekke ulemper. Hyllesystemer gir en begrenset mulighet for lagring av ulike gjenstander, og eksisterende rampeløsninger er lite fleksible. However, existing solutions for utilizing rooms with relatively high ceiling heights have a number of disadvantages. Shelving systems offer a limited opportunity for storing various objects, and existing ramp solutions are not very flexible.

Fra EP Al 058912.1 er kjent et modulbasert byggesystem omfattende søyler, hovedbjelker,: sekundærbj eiker og plane elementer. Fra SE;B 468255 er dessuten kjent å . anvende hovedbjelker bestående av to mot hverandre liggende sekundærbj eiker. Disse kjente anordningene mangler imidlertid muligheten for sammenkopling ved!hjelp av en dertil-utformet søyletopp. From EP Al 058912.1 a modular building system comprising columns, main beams, secondary beams and planar elements is known. From SE;B 468255 it is also known to . use main beams consisting of two opposite secondary beams. However, these known devices lack the possibility of connection by means of a column top designed for this purpose.

Det er derfor et behov for å framskaffe et modulbasert byggesystem som på en enkel måte kan monteres og demonteres etter behov, danne en sammenhengende flate med bære-evne for kjøretøy, og som dessuten kan transporteres i standard containere. There is therefore a need to provide a modular building system that can be easily assembled and dismantled as needed, forming a continuous surface with load-bearing capacity for vehicles, and which can also be transported in standard containers.

Oppfinnelsens formål løses ved en anordning som angitt i den karakteriserende delen av The object of the invention is solved by a device as indicated in the characterizing part of

patentkrav 1. Ytterligere trekk framgår av de tilhørende uselvstendige krav. patent claim 1. Further features appear from the associated independent claims.

I det følgende skal oppfinnelsen beskrives nærmere ved hjelp av et foretrukket eksempel In the following, the invention will be described in more detail by means of a preferred example

på utførelse, og under henvisning til vedlagte tegninger, der on execution, and with reference to the attached drawings, there

fig. 1 viser et første eksempel på en oppstilling av en mesanin sammensatt av et fig. 1 shows a first example of an arrangement of a mezzanine composed of a

modulbasert byggesystem i samsvar med foreliggende oppfinnelse, modular building system in accordance with the present invention,

fig.2 viser en mesaninmodul som inngår i foreliggende oppfinnelse, fig.2 shows a mezzanine module which is part of the present invention,

fig.3 viser et eksplodert riss av mesaninmodulen fra fig.2, fig.3 shows an exploded view of the mezzanine module from fig.2,

fig.4 viser et første, foretrukket utførelse av innfesting til en søyle som inngår i fig.4 shows a first, preferred embodiment of attachment to a column which is included in

foreliggende oppfinnelse, present invention,

fig.5 viser en søyletopp anvendt i fig.4, fig.5 shows a column top used in fig.4,

fig. 6 viser et første, foretrukket utførelse av innfesting for tverrbjelker i forbindelse med fig. 6 shows a first, preferred embodiment of attachment for cross beams in connection with

foreliggende oppfinnelse, present invention,

fig.7 viser en brakett anvendt eksemplet i fig. 6, fig.7 shows a bracket used in the example in fig. 6,

fig.8 viser en andre utførelse av innfesting av en tverrbjelke i foreliggende oppfinnelse, fig. 9 viser en andre utførelse av innfesting til en søyle i samsvar med foreliggende fig.8 shows a second embodiment of fixing a cross beam in the present invention, fig. 9 shows a second embodiment of attachment to a column in accordance with the present

oppfinnelse, invention,

fig. 10 viser en trappemodul i samsvar med foreliggende oppfinnelse, fig. 10 shows a staircase module in accordance with the present invention,

fig.l 1 viser en rampemodul i samsvar med foreliggende oppfinnelse, fig.l 1 shows a ramp module in accordance with the present invention,

fig. 12 viser innfesting av et tverrstag, fig. 12 shows the attachment of a cross brace,

fig. 13 viser et rekkverk for bruk i samsvar med foreliggende oppfinnelse, fig. 13 shows a railing for use in accordance with the present invention,

fig. 14 viser hvordan de ulike elementer kan lagres i en standard container, fig. 14 shows how the various elements can be stored in a standard container,

fig.l 5 viser et andre eksempel på oppstilling av en mesanin i samsvar med foreliggende oppfinnelse, og fig.l 5 shows a second example of setting up a mezzanine in accordance with the present invention, and

fig. 16 viser et tredje eksempel på oppsetting av. en mesanin i samsvar med foreliggende oppfinnelse, fig. 16 shows a third example of setting up. a mezzanine in accordance with the present invention,

I fig i er vist et eksempel på en oppsetting av et modulbasert byggesystem.i samsvar med Fig. i shows an example of a set-up of a module-based building system in accordance with

. foreliggende oppfinnelse;- omfattende en mesanin; generelt benevnt-lc Mésaninen 1 omfatter et antall mesaninmoduler 2.1 eksemplet er vist to kjøretøy 3 som bæres på det dekket som dannes på mésaninen:-... . present invention;- comprising a mezzanine; generally named-lc The mezzanine 1 comprises a number of mezzanine modules 2.1 the example shows two vehicles 3 which are carried on the deck formed on the mezzanine:-...

Fig. 2 viser en enkelt mesaninmodul 2. Den omfatter et dekke 4, som for eksempel kan utgjøres av en gitterrist eller en annen egnet struktur. Videre er anordnet bærende hovedbjelker 5, som utgjør en bærende ramme og er festet til vertikale søyler 6. Mellom to parvis motstående hovedbjelker 5 er anordnet et antall sekundærbjelker 7, for ytterligere under-støttelse av dekket 4. Fig. 2 shows a single mezzanine module 2. It comprises a cover 4, which can for example be made up of a grid or another suitable structure. Furthermore, supporting main beams 5 are arranged, which form a supporting frame and are attached to vertical columns 6. Between two pairs of opposite main beams 5, a number of secondary beams 7 are arranged, for further support of the tire 4.

I det eksploderte risset i fig. 3 framgår at hovedbjelkene 5 er dannet av doble bjelke-profiler. Videre framgår det av figuren at søylene 6 i dette eksemplet er utstyrt med en søylefot 8 for å gi en større stabilitet og bedre vektfordeling mot underlaget. In the exploded view in fig. 3 shows that the main beams 5 are formed by double beam profiles. Furthermore, it appears from the figure that the columns 6 in this example are equipped with a column base 8 to provide greater stability and better weight distribution against the substrate.

Fig. 4 viser hvordan hovedbjelkene festes inn mot søylen i en foretrukket utførelse. På søylen 6 er plassert en søyletopp 9, som danner feste for hovedbjelkene 5. Søyletoppen 9 er nærmere vist i flg. 5. Den omfatter en hylse 10 med kvadratisk tverrsnitt som passer på søylen 6. Til hylsen 10 er festet utdragende braketter 11, som er utstyrt med hull 12 for innfesting av Fig. 4 shows how the main beams are attached to the column in a preferred embodiment. A column top 9 is placed on the column 6, which forms an attachment for the main beams 5. The column top 9 is shown in more detail in fig. 5. It comprises a sleeve 10 with a square cross-section that fits the column 6. Extending brackets 11 are attached to the sleeve 10, which is equipped with hole 12 for attaching

hovedbjelker 5. Brakettene 11 rager ut vinkelrett på hver av hylsens 10 flater, og i dennes lengderetning. På toppen er festet en plate 13, som danner en stopper når hylsen 10 tres ned på søylen 6. main beams 5. The brackets 11 project perpendicular to each of the sleeve's 10 surfaces, and in its longitudinal direction. A plate 13 is attached to the top, which forms a stop when the sleeve 10 is threaded down onto the column 6.

Fig. 6 viser en foretrukket utførelse av en brakett 13a for innfesting av sekundærbj eiker 7 til hovedbjelken 5. Braketten 13a er nærmere vist i fig. 7, og omfatter en platedel 14 med et antall festehull 15 for innfesting til en sekundærbj elke 7.1 dette eksempelet er vist fire festehull 15. Ved platedelens 14 ene ende er anordnet øvre og nedre festevinkler, 16, hhv. 17. Festevinklene 16,17 er utstyrt med festehull for innfesting mellom de to bjelkene som utgjør en hovedbjelke 5. Fig. 8 viser et andre eksempel på utførelse av ev vinkelbrakett 18, for feste av sekundær-bjelken 7 til hovedbjelken 5. Vinkelbraketten 18 har en profil som tilsvarer profilen til hovedbjelken 5 og sekundærbj eiken 7. Fig. 9 viser et andre eksempel på innfesting av to hovedbjelker 5 til søylen 6.1 denne utførelsen er en nedre bærébrakett 19 festet til hhv. søylen 6 og en hovedbjelke 5. Fortrinnsvis er hovedbjelkene 5 også festet til søylen 6 ved hjelp av;et<:>;øvre forbindelsesleddet). Fig. 6 shows a preferred embodiment of a bracket 13a for attaching the secondary beam 7 to the main beam 5. The bracket 13a is shown in more detail in fig. 7, and comprises a plate part 14 with a number of fastening holes 15 for attachment to a secondary beam 7.1 this example shows four fastening holes 15. At one end of the plate part 14, upper and lower fastening angles, 16, respectively. 17. The attachment angles 16,17 are equipped with attachment holes for attachment between the two beams that make up a main beam 5. Fig. 8 shows a second example of the design of an angle bracket 18, for attaching the secondary beam 7 to the main beam 5. The angle bracket 18 has a profile that corresponds to the profile of the main beam 5 and the secondary beam 7. Fig. 9 shows a second example of attaching two main beams 5 to the column 6.1 this version is a lower support bracket 19 attached to each the column 6 and a main beam 5. Preferably, the main beams 5 are also attached to the column 6 by means of the upper connecting link.

I fig. 10 er vist en trappemodul 21, omfattende en trapp 22 og rekkverk 23 . r . In fig. 10 shows a staircase module 21, comprising a staircase 22 and railing 23. r.

Fig. 11 viser,en rampemodiil'24 omfattende seks søyler 6,medimellomliggehdé hovedbjelker 5 og en i bakkant leddet kjørevegns. Kjørevegen 25 omfatter to,hovedbjelker 5, et Fig. 11 shows a ramp model 24 comprising six columns 6, intermediate main beams 5 and an articulated carriageway at the rear. Driveway 25 includes two, main beams 5, et

antall sekundærbjelker 7,.samt et dekke 4. Kjørevegen 25 kan eksempélyis:heves og senkes'-, ved hjelp av en gaffeltruck. For å gi en jevn overgang.til kjørevegen 25 legges eller festes en kjærekloss 26 i forkant,av kjørevegen 25. Kjørevegen kan også utstyres med en inspeksjons-luke (ikke vist), slik at rampemodulen kan benyttes som en smøregrav for kjøretøy. number of secondary beams 7, and a cover 4. The driveway 25 can be raised and lowered, for example, with the help of a forklift. To provide a smooth transition to the carriageway 25, a block 26 is placed or fixed at the front of the carriageway 25. The carriageway can also be equipped with an inspection hatch (not shown), so that the ramp module can be used as a grease pit for vehicles.

Fig. 12 viser hvordan avstiving av de enkelte mesaninmoduler 2 kan utføres ved hjelp av Fig. 12 shows how bracing of the individual mezzanine modules 2 can be carried out using

et stag 27, festet til øvre, hhv. nedre ende av to motstående søyler 6. a strut 27, attached to the upper, respectively lower end of two opposite columns 6.

Fig. 13 viser et rekkverk 23, festet til hovedbjelken 5 ved hjelp av et rekkverkfeste 28. Fig. 13 shows a railing 23, attached to the main beam 5 by means of a railing attachment 28.

Rekkverkfestet 28 omfatter to oppad ragende pinner 29, for mottak av rekkverket 23. The railing attachment 28 comprises two upwardly projecting pins 29, for receiving the railing 23.

Det modulbaserte byggesystemet i samsvar med foreliggende oppfinnelse er anordnet for enkel montering/demontering, og enkel transport. I fig. 14 er vist en standard 20" container 30, for oppbevaring og eventuelt lagring av de enkelte komponenter som inngår i foreliggende byggesystem. I demontert tilstand er lengden på de enkelte komponentene tilpasset slik at lagringskapasiteten i en slik container 30 utnyttes best mulig. The module-based building system in accordance with the present invention is arranged for easy assembly/disassembly, and easy transport. In fig. 14 shows a standard 20" container 30, for storage and possibly storage of the individual components that are included in the present building system. In the dismantled state, the length of the individual components is adapted so that the storage capacity in such a container 30 is utilized as best as possible.

I fig. 15 er vist et eksempel på anvendelse av det modulbaserte byggesystemet i samsvar med foreliggende oppfinnelse. Figuren viser en oppstilling 31, som eksempelvis kan stå som mesanin i en fjellhall, hangar, eller liknende. Som det framgår av tegningen er det lagrings-/oppstillingsplass både under og over den bærende flata. In fig. 15 shows an example of application of the module-based building system in accordance with the present invention. The figure shows a set-up 31, which can for example stand as a mezzanine in a mountain hall, hangar, or similar. As can be seen from the drawing, there is storage/set-up space both below and above the load-bearing surface.

Fig. 16 viser en utførelse der det modulbaserte byggesystemet i samsvar med foreliggende oppfinnelse er satt sammen som en frittstående konstruksjon 32, og der takbjelker 33 er festet til mesaninflata på en i og for seg kjent måte. Kunstruksjonen 32 kan eksempelvis trekkes med et tak av plast, slik at man får en plasthall på søyler, som også har lagringskapasitet under golvnivå. Fig. 16 shows an embodiment where the module-based building system in accordance with the present invention is assembled as a free-standing structure 32, and where roof beams 33 are attached to the mezzanine floor in a manner known per se. The structure 32 can, for example, be covered with a plastic roof, so that you get a plastic hall on columns, which also has storage capacity below floor level.

Det er også mulig på en enkel måte å bygge ut systemet i flere etasjer, eksempelvis ved at søyletoppen som er vist i fig. 5 anordnes i dobbel lengde. It is also possible in a simple way to build out the system in several floors, for example by the column top shown in fig. 5 is arranged in double length.

Claims (4)

1. Modulbasert byggesystem for utnyttelse i vertikal retning av eksisterende volum i eksempelvis fjellhaller, hangarer, eller i frittstående bruk, omfattende i kombinasjon - et antall søyler (6) utformet som vertikalt bærende element, fortrinnsvis med kvadratisk tverrsnitt, og med en nedre avslutning i form av en plate (8) eller liknenede element for økt stabilitet og vektfordeling, - et antall hovedbjelker (5) utformet som horisontalt bærende element, for innfesting til øvre avslutning til søylene (6), - et antall sekundærbj eiker (7) utformet for innfesting mellom to hovedbjelker (5), og - et dekke i form av vesentlig plane elementer (4), eksempelvis utformet som gitterrister for anlegg mot sekundærbj eikene (7) og til dannelse av et underlag for lagring av gjenstander så som paller, containere, kjøretøy, osv, . karakterisert ved at - hovedbjelkene (5).er anordnet forå festes til søylene (6) ved hjelp<av en søyletopp (9) omfattende en langstrakt hylse (10) som har en indre utforming som tilsvarer tverrsnittet på en : søyle (6) og kan gli inn på søylen (6), samtidig som et antall braketter (11) rager ut fra deri. langstrakte hylsa (10), hvilke braketter (11) er utstyr med et antall hull (12) for feste til hovedbjelkene (5).1. Modular building system for utilization in the vertical direction of existing volume in, for example, mountain halls, hangars, or in stand-alone use, comprising in combination - a number of columns (6) designed as a vertical supporting element, preferably with a square cross-section, and with a lower end in form of a plate (8) or similar element for increased stability and weight distribution, - a number of main beams (5) designed as a horizontal supporting element, for attachment to the upper end of the columns (6), - a number of secondary beams (7) designed for fastening between two main beams (5), and - a cover in the form of substantially flat elements (4), for example designed as gratings for installation against the secondary beams (7) and to form a base for storing objects such as pallets, containers, vehicles, etc, . characterized in that - the main beams (5) are arranged to be attached to the columns (6) by means of a column top (9) comprising an elongated sleeve (10) which has an internal design corresponding to the cross-section of a: column (6) and can slide onto the column (6), while a number of brackets (11) protrude from it. elongated sleeve (10), which brackets (11) are equipped with a number of holes (12) for attachment to the main beams (5). 2. Byggesystem i samsvar med patentkrav 1, karakterisert ved at det fortrinnsvis er fire braketter (11) som rager ut fra den langstrakte hylsa (10).2. Building system in accordance with patent claim 1, characterized in that there are preferably four brackets (11) projecting from the elongated sleeve (10). 3. Byggesystem i samsvar med patentkrav 1-2, karakterisert ved at søyletoppen (9) ved sin øvre avslutning er utstyr med en fast plate (13) eller liknende organ for å danne anlegg mot søylen (6) ved montering.3. Building system in accordance with patent claims 1-2, characterized in that the column top (9) at its upper end is equipped with a fixed plate (13) or similar device to form a bearing against the column (6) during assembly. 4. Byggesystem i samsvar med patentkrav 1-3, karakterisert ved at sekundærbj eikene (7) er anordnet for å festes til hovedbjelkene (5) ved hjelp av en brakett (13a) som omfatter en platedel (14) med et antall festehull (15) for innfesting til en sekundærbj elke (7), og der det ved platedelens (14) ene ende er anordnet øvre og nedre festevinkler, (16, hhv. 17), hvilke festevinkler (16, 17) er utstyrt med festehull for innfesting mellom de to bjelkene som utgjør en hovedbjelke (5).4. Building system in accordance with patent claims 1-3, characterized in that the secondary beams (7) are arranged to be attached to the main beams (5) by means of a bracket (13a) which comprises a plate part (14) with a number of fastening holes (15) for attachment to a secondary beam (7), and where at one end of the plate part (14) upper and lower attachment angles, (16, 17 respectively) are arranged, which attachment angles (16, 17) are equipped with attachment holes for attachment between the two beams that make up a main beam (5).
NO20021978A 2002-04-25 2002-04-25 Module-based building system NO319797B1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
NO20021978A NO319797B1 (en) 2002-04-25 2002-04-25 Module-based building system
US10/512,365 US20050252150A1 (en) 2002-04-25 2003-04-14 Module based building system
AU2003228147A AU2003228147A1 (en) 2002-04-25 2003-04-14 Module based building system
PCT/NO2003/000120 WO2003091514A1 (en) 2002-04-25 2003-04-14 Module based building system
EP03725888A EP1497515A1 (en) 2002-04-25 2003-04-14 Module based building system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NO20021978A NO319797B1 (en) 2002-04-25 2002-04-25 Module-based building system

Publications (2)

Publication Number Publication Date
NO20021978D0 NO20021978D0 (en) 2002-04-25
NO319797B1 true NO319797B1 (en) 2005-09-19

Family

ID=19913569

Family Applications (1)

Application Number Title Priority Date Filing Date
NO20021978A NO319797B1 (en) 2002-04-25 2002-04-25 Module-based building system

Country Status (5)

Country Link
US (1) US20050252150A1 (en)
EP (1) EP1497515A1 (en)
AU (1) AU2003228147A1 (en)
NO (1) NO319797B1 (en)
WO (1) WO2003091514A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO334759B1 (en) * 2010-02-12 2014-05-19 Stein Hofstad Bracket for mounting beams in a modular building system.

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7310920B2 (en) * 2004-05-06 2007-12-25 Hovey Jr David Two-way architectural structural system and modular support member
ES2346493B1 (en) * 2007-10-25 2011-04-28 Daniel Tecedor Rotaeche REMOVABLE AND EXTENSIVE ENTREPLANTA IN HEIGHT.
GB0810416D0 (en) * 2008-06-06 2008-07-09 Hexago Deck Ltd Temporary viewing platforms
ES2358942B1 (en) * 2009-05-22 2012-05-25 Daniel Tecedor Rotaeche ADJUSTABLE ENTREPLANTA.
AU2014101401B4 (en) * 2014-11-26 2015-07-09 Andrew Pridham A modular platform assembly and a method of assembling a modular platform
ES2852057A1 (en) * 2020-03-04 2021-09-10 Plaza Pedro Lavandeira DRY, REMOVABLE, TRANSPORTABLE AND REUSABLE STRUCTURAL BUILDING SYSTEM (Machine-translation by Google Translate, not legally binding)

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2009384A (en) * 1932-01-04 1935-07-30 Brett Allen Parking deck
US4064668A (en) * 1974-07-09 1977-12-27 Carter Duane L Supporting pier with tie-down
US4277923A (en) * 1979-10-18 1981-07-14 Unistrut Corporation Support pedestal assembly for a raised floor system
JPS5681749A (en) * 1979-11-30 1981-07-04 Matsushita Electric Works Ltd Shaft frame structure of of building
SE435198B (en) * 1980-10-27 1984-09-10 Goetaverken Cityvarvet Ab Multi-storey open storage building, e.g. a multi-storey car park
US4630417A (en) * 1984-02-13 1986-12-23 Collier William R Modular combination floor support and electrical isolation system for use in building structures
US4759162A (en) * 1987-04-16 1988-07-26 Wyse Steven J Modular platform assembly
ES2033138T3 (en) * 1988-10-06 1993-03-01 Centro Progettazioni Coordinate S.R.L MODULAR STRUCTURE FOR PARKING, PARTICULARLY SUITABLE FOR PROVISIONAL PARKING.
US5025598A (en) * 1989-07-03 1991-06-25 Centro Progettazioni Coordinate S.R.L. Modular structure for parking lots, particularly suitable for temporary parking lots
SE9103318L (en) * 1991-11-12 1992-11-30 Bjoern Larsson CONSTRUCTION SKELETON
EP0589121A1 (en) * 1992-09-22 1994-03-30 Teocar S.A. Platform type vehicles parking system
US5946867A (en) * 1997-10-29 1999-09-07 Ericsson, Inc. Modular earthquake support for raised floor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO334759B1 (en) * 2010-02-12 2014-05-19 Stein Hofstad Bracket for mounting beams in a modular building system.

Also Published As

Publication number Publication date
EP1497515A1 (en) 2005-01-19
US20050252150A1 (en) 2005-11-17
AU2003228147A1 (en) 2003-11-10
NO20021978D0 (en) 2002-04-25
WO2003091514A1 (en) 2003-11-06

Similar Documents

Publication Publication Date Title
US8978310B2 (en) Staging system and method
US11142925B2 (en) Engineered floor and scaffold system
WO2006122372A1 (en) Modular building frame
US20090100614A1 (en) Device for a Gangway
US20100301295A1 (en) Crowd barrier
NO310342B1 (en) Surrebro for a container ship
NO319797B1 (en) Module-based building system
US20040020154A1 (en) Module for building platforms
EP0185484B1 (en) Self-containing package system for storage and transportation of prefabricated portions of a building structure and the assembly thereof
EP2305920A1 (en) Modular building scaffold based on pipes filled with water
US3317926A (en) Swimming pools
US8752296B2 (en) Unitary safety scaffolding and method for one individual to install the same
AU2021215192B2 (en) Temporary Stairway with Void Cover
US6691470B2 (en) Concrete building module roof form with I-beam and support apparatus
EP2105553A2 (en) Modular platform
US8789279B2 (en) Unitary safety scaffolding and method for one individual to install the same
KR200437704Y1 (en) A Passage establish Equipment For Bridge Inspection
US6598357B2 (en) Concrete building module roof form and support apparatus
US1995668A (en) Knockdown scaffold
JPH1068196A (en) Fixing apparatus of ridge structure
FI119752B (en) Foldable seat, bench and seat support member
JP3992900B2 (en) Assembled outdoor staircase
RU2116413C1 (en) Mounted platform for work at fronts of buildings
NO884951L (en) MOBILE TUNNEL SYSTEM.
SE447744B (en) Building elements

Legal Events

Date Code Title Description
MM1K Lapsed by not paying the annual fees
ERR Erratum

Free format text: I PATENTTIDENDE NR. 48/11 BLE PATENT NR. 319797 FEILAKTIG KUNNGJORT BORTFALT. PATENTET ER FORTSATT GYLDIG.

CHAD Change of the owner's name or address (par. 44 patent law, par. patentforskriften)

Owner name: JAN MAGNE SKANKE, NO

CREP Change of representative

Representative=s name: CURO AS, VESTRE ROSTEN 81, 7075 TILLER, NORGE

MK1K Patent expired