WO2003091514A1 - Module based building system - Google Patents

Module based building system Download PDF

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Publication number
WO2003091514A1
WO2003091514A1 PCT/NO2003/000120 NO0300120W WO03091514A1 WO 2003091514 A1 WO2003091514 A1 WO 2003091514A1 NO 0300120 W NO0300120 W NO 0300120W WO 03091514 A1 WO03091514 A1 WO 03091514A1
Authority
WO
WIPO (PCT)
Prior art keywords
connection
beams
pillar
building system
constructed
Prior art date
Application number
PCT/NO2003/000120
Other languages
French (fr)
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 EP03725888A priority Critical patent/EP1497515A1/en
Priority to AU2003228147A priority patent/AU2003228147A1/en
Priority to US10/512,365 priority patent/US20050252150A1/en
Publication of WO2003091514A1 publication Critical patent/WO2003091514A1/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

Definitions

  • Present invention concerns a module based building system, according to the introductory part of patent Claim 1.
  • novel use of existing buildings such as mountain halls, hangars etc.
  • this can be solved by using previously known shelves or shelf systems, or other solutions where the object to be stored is lifted up on a bearing construction.
  • ramp solutions where, for example, vehicles can be driven up on ramps and a number thereof can be stored in the height direction.
  • Fig.l shows a first example of a construction of a mezzanine, comprising a module based building system according to a present invention
  • Fig. 2 shows a mezzanine module, witch is a part of present invention
  • Fig. 3 shows an exploded drawing of the mezzanine module from Fig. 2
  • Fig. 4 shows a first, preferred embodiment of a connection to a pillar, which is a part of present invention
  • Fig. 5 shows a pillar top, used in Fig. 4,
  • Fig. 6 shows a first, preferred embodiment of a connection for crossbeams, according to present invention
  • Fig. 7 shows a bracket used in the example in Fig. 6,
  • Fig. 8 shows second embodiment of a connection for a crossbeam in present invention
  • Fig. 9 shows a second embodiment of a connection to a pillar, according to present invention.
  • Fig. 10 shows a stairway module according to present invention
  • Fig. 11 shows a ramp module according to present invention
  • Fig. 12 shows the fastening of a cross leg
  • Fig. 13 shows a handrail for use according to present invention
  • Fig. 14 shows how the different elements can be stored in a standard container
  • Fig. 15 shows a second example of building of a mezzanine according to present invention
  • Fig. 16 shows a third example of building of a mezzanine according to present invention.
  • Fig. 1 is shown an example of building of a module based building system according to present invention, comprising a mezzanine, generally denoted 1.
  • the mezzanine 1 comprises a number of mezzanine modules 2, in the example is shown two vehicles 3, carried on the deck which is formed on the mezzanine.
  • Fig. 2 shows a simple mezzanine module 2. It comprises a deck 4, which for example can be formed by a grating, or a different useful structure. Furthermore are situated bearing main beams 5, forming a bearing frame, and being connected to vertical pillars 6. Between two paired opposite beams 6 are situated a number of secondary beams 7, for further support of the deck 4. From the exploded drawing in Fig. 3 is clear that the main beams 5 are formed by double beam profiles. Furthermore, it is shown in the drawing that the pillars 6 in this example are provided with pillar footing 8, for giving greater stability and better weight distribution towards the floor. Fig. 4 shows how the main beams are connected to the pillar in a preferred embodiment.
  • a pillar top 9 On the pillar 6 is situated a pillar top 9, forming connection for the main beams 5.
  • the pillar top 9 is shown more in detail in Fig. 5. It comprises a sleeve 10 having a quadratic cross section, fitted on the pillar 6. Outwardly extended brackets 11 are connected to the sleeve 10, being equipped with holes 12 for connection of main beams 5. The bracket 11 are extending perpendicularly on each of the areas of the sleeve 10, and in the longitudinal direction of said sleeves.
  • a plate 13 is connected to the top, forming a stop when the sleeve 10 is fitted down on to the pillar 6.
  • Fig. 6 shows a preferred embodiment of a bracket 13 for connection of secondary beams 7 to the main beam 5.
  • the bracket 13 is shown more in detail in Fig. 7, and comprises a plate part 14 having a number of connection holes 15 for connection to a secondary beam 7.
  • a plate part 14 having a number of connection holes 15 for connection to a secondary beam 7.
  • connection holes 15 for connection to a secondary beam 7.
  • the angular connections 16, 17 are equipped with connection hole for connection between the two beams forming a main beam 5.
  • Fig. 8 shows the second example of embodiment of angular bracket 18, for connection of the secondary beam 7 to the main beam 5.
  • the angular bracket 18 has a profile corresponding to the profile of the main beam 5 and the secondary beam 7.
  • Fig. 9 shows a second example of connection of two main beams 5 to the pillar 6.
  • a lower bearing bracket 19 is connected to the pillar 6 and to a main beam 5.
  • the main beams 5 are also connected to the pillar 6 by means of an upper connection link 20.
  • a stairway module 21 comprising a stairway 22 and a handrail 23.
  • Fig. 11 shows ramp module 24, comprising six pillars 6, having interconnected main beams 5 and a rear hinged driveway 25.
  • the driveway 25 comprises two main beams 5, a number of secondary beams 7, and a deck 4.
  • the driveway 25 can for example be lifted and lowered by means of a forklift.
  • a driving block 26 is laid or connected in the front of the driveway 25.
  • the driveway can also be equipped with an inspection lid (not shown), so that the ramp module can be used as a greasing bay for vehicles.
  • Fig. 12 shows how stiffening of the individual mezzanine modules 2 can be performed by means of a leg 27, connected to upper and lower end of two opposite pillars 6.
  • Fig. 13 shows a handrail 23, connected to the main beam 5 by means of handrail connection 28.
  • the handrail connection 28 comprises two upwardly extending pins 29, for reception of the handrail 23.
  • the module based building system according to present invention is constructed for simple mounting/dismounting, and simple transport.
  • Fig. 14 is shown a standard 20" container 30, for keeping, and optionally storing, the individual components which are parts in present building system. In dismounted condition, the length of the individual components are adapted so that the storing capacity in such a container 30 is utilised in the best possible way.
  • Fig. 14 is shown a standard 20" container 30, for keeping, and optionally storing, the individual components which are parts in present building system. In dismounted condition, the length of the individual components are adapted so that the storing capacity in such a container 30 is utilised
  • FIG. 15 is shown an example of use of the module based building system according to present invention.
  • the figure shows an arrangement 31 , which for example can be built as mezzanine in a mountain hall, hangar, or similar. As is clear from the drawing, there are space for storing both below and above the bearing area.
  • Fig. 16 shows an embodiment where the module based building system according to present invention is mounted as a free-standing construction 32, and where roof beams 33 are connected to the mezzanine surface in a per se known manner.
  • the construction 32 can for example be lined with a roof of plastic, in order to achieve a plastic hall on pillars, which also has storing capacity below floor level. It is also possible in a simple way to build the system in several floors, for example by the pillar top shown in Fig. 5 being arranged in double length.

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  • 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)

Abstract

Building system for utilising in vertical direction of an existing volume for example in mountain halls, hangars or free standing. The builidng system comprises in combination a number of pillars (6) constructed as vertical bearing elements, preferably having a quadratic cross-section, and with a lower termination in the form of a plate (8) or similar element for increased stability and weight distribution. Furthermore, a number of main beams (5) are provided, constructed as horizontal bearing elements, for connection to the upper termination of the pillars (6), and a number of secondary beams (7) constructed for connection between two main beams (5). A deck in the form of substantially plane elements (4), for example arranged as gratings, is supported agains the secondary beams (7), and forming a basis for storing objects such as pallets, containers, vehicles, etc.

Description

Modul based building system
Present invention concerns a module based building system, according to the introductory part of patent Claim 1. In connection to novel use of existing buildings, such as mountain halls, hangars etc., there is a need for a better exploitation of the available volume. For example, this can be solved by using previously known shelves or shelf systems, or other solutions where the object to be stored is lifted up on a bearing construction.
There are also different kinds of ramp solutions, where, for example, vehicles can be driven up on ramps and a number thereof can be stored in the height direction.
Existing solution for exploitation of rooms having a relatively large height to the ceiling, have, however, a number of disadvantaged. Shelf systems give a limited possibility for storing different objects, and existing ramp solutions are not very flexible.
Thus, there is a need for providing a module based building system, which in a simple way can be mounted and dismounted according to needs, form a consecutive area having bearing ability for vehicles, and, furthermore, can be transported in standard containers.
The object of present invention is met by a device as stated in the characterising part of patent
Claim 1. Further feature are clear from the following dependent claims.
In the following, the invention shall be described more in detail, by means of a preferred example of embodiment, and with reference to the enclosed drawings, where
Fig.l shows a first example of a construction of a mezzanine, comprising a module based building system according to a present invention,
Fig. 2 shows a mezzanine module, witch is a part of present invention, Fig. 3 shows an exploded drawing of the mezzanine module from Fig. 2,
Fig. 4 shows a first, preferred embodiment of a connection to a pillar, which is a part of present invention,
Fig. 5 shows a pillar top, used in Fig. 4,
Fig. 6 shows a first, preferred embodiment of a connection for crossbeams, according to present invention,
Fig. 7 shows a bracket used in the example in Fig. 6,
Fig. 8 shows second embodiment of a connection for a crossbeam in present invention,
Fig. 9 shows a second embodiment of a connection to a pillar, according to present invention,
Fig. 10 shows a stairway module according to present invention, Fig. 11 shows a ramp module according to present invention, Fig. 12 shows the fastening of a cross leg, Fig. 13 shows a handrail for use according to present invention, Fig. 14 shows how the different elements can be stored in a standard container, Fig. 15 shows a second example of building of a mezzanine according to present invention, and Fig. 16 shows a third example of building of a mezzanine according to present invention.
In Fig. 1 is shown an example of building of a module based building system according to present invention, comprising a mezzanine, generally denoted 1. The mezzanine 1 comprises a number of mezzanine modules 2, in the example is shown two vehicles 3, carried on the deck which is formed on the mezzanine.
Fig. 2 shows a simple mezzanine module 2. It comprises a deck 4, which for example can be formed by a grating, or a different useful structure. Furthermore are situated bearing main beams 5, forming a bearing frame, and being connected to vertical pillars 6. Between two paired opposite beams 6 are situated a number of secondary beams 7, for further support of the deck 4. From the exploded drawing in Fig. 3 is clear that the main beams 5 are formed by double beam profiles. Furthermore, it is shown in the drawing that the pillars 6 in this example are provided with pillar footing 8, for giving greater stability and better weight distribution towards the floor. Fig. 4 shows how the main beams are connected to the pillar in a preferred embodiment. On the pillar 6 is situated a pillar top 9, forming connection for the main beams 5. The pillar top 9 is shown more in detail in Fig. 5. It comprises a sleeve 10 having a quadratic cross section, fitted on the pillar 6. Outwardly extended brackets 11 are connected to the sleeve 10, being equipped with holes 12 for connection of main beams 5. The bracket 11 are extending perpendicularly on each of the areas of the sleeve 10, and in the longitudinal direction of said sleeves. A plate 13 is connected to the top, forming a stop when the sleeve 10 is fitted down on to the pillar 6. Fig. 6 shows a preferred embodiment of a bracket 13 for connection of secondary beams 7 to the main beam 5. The bracket 13 is shown more in detail in Fig. 7, and comprises a plate part 14 having a number of connection holes 15 for connection to a secondary beam 7. In this example is shown four connection holes 15. At one end of the plate part 14 are situated upper and lower angular connection 16 and 17. The angular connections 16, 17 are equipped with connection hole for connection between the two beams forming a main beam 5.
Fig. 8 shows the second example of embodiment of angular bracket 18, for connection of the secondary beam 7 to the main beam 5. The angular bracket 18 has a profile corresponding to the profile of the main beam 5 and the secondary beam 7. Fig. 9 shows a second example of connection of two main beams 5 to the pillar 6. In this embodiment, a lower bearing bracket 19 is connected to the pillar 6 and to a main beam 5. Preferably, the main beams 5 are also connected to the pillar 6 by means of an upper connection link 20.
In Fig. 10 is shown a stairway module 21, comprising a stairway 22 and a handrail 23. Fig. 11 shows ramp module 24, comprising six pillars 6, having interconnected main beams 5 and a rear hinged driveway 25. The driveway 25 comprises two main beams 5, a number of secondary beams 7, and a deck 4. The driveway 25 can for example be lifted and lowered by means of a forklift. In order to create an even passage to the driveway 25, a driving block 26 is laid or connected in the front of the driveway 25. The driveway can also be equipped with an inspection lid (not shown), so that the ramp module can be used as a greasing bay for vehicles. Fig. 12 shows how stiffening of the individual mezzanine modules 2 can be performed by means of a leg 27, connected to upper and lower end of two opposite pillars 6. Fig. 13 shows a handrail 23, connected to the main beam 5 by means of handrail connection 28. The handrail connection 28 comprises two upwardly extending pins 29, for reception of the handrail 23. The module based building system according to present invention is constructed for simple mounting/dismounting, and simple transport. In Fig. 14 is shown a standard 20" container 30, for keeping, and optionally storing, the individual components which are parts in present building system. In dismounted condition, the length of the individual components are adapted so that the storing capacity in such a container 30 is utilised in the best possible way. In Fig. 15 is shown an example of use of the module based building system according to present invention. The figure shows an arrangement 31 , which for example can be built as mezzanine in a mountain hall, hangar, or similar. As is clear from the drawing, there are space for storing both below and above the bearing area. Fig. 16 shows an embodiment where the module based building system according to present invention is mounted as a free-standing construction 32, and where roof beams 33 are connected to the mezzanine surface in a per se known manner. The construction 32 can for example be lined with a roof of plastic, in order to achieve a plastic hall on pillars, which also has storing capacity below floor level. It is also possible in a simple way to build the system in several floors, for example by the pillar top shown in Fig. 5 being arranged in double length.

Claims

Patent claims
1. Building system for utilising in vertical direction of an existing volume for example in mountain halls, hangars or free standing, characterised by comprising in combination
- a number of pillars (6) constructed as vertical bearing elements, preferably having a quadratic cross-section, and with a lower termination in the form of a plate (8) or similar element for increased stability and weight distribution,
- a number of main beams (5) constructed as horizontal bearing elements, for connection to the upper termination of the pillars (6)
- a number of secondary beams (7) constructed for connection between two main beams (5), and
- a deck in the form of substantially plane elements (4), for example arranged as gratings for support against the secondary beams (7) and for forming a basis for storing objects such as pallets, containers, vehicles etc.
2. Building systems according to claim 1, characterised by the main beams (5) consists of two against each other situated secondary beams (7).
3. Building system according to claim 1-2, characterised by the maim beams (5) are arranged for connection to pillars (6) by means of a pillar top (9) comprising a longitudinal sleeve (10) having an inner construction corresponding to the cross-section of a pillar (6) and which can slide into the pillar (6), simultaneously as a number, preferably four, brackets (11) are extending from the longitudinal sleeve (10), which brackets (11) are equipped with a number of holes (12) for connection to the main beams (5).
4. Building system according to claims 1-3, characterised by the pillar top (9) at its upper termination is equipped with a fixed plate (13) or similar means for forming support against the pillar (6) at mounting.
5. Building system according to claim 1-2, characterised by the secondary beams (7) are arranged for connection to the main beams (5) by means of a bracket (13) comprising a plate part (14), having a number of connection holes (15) for connection to a secondary beam (7), and were at a first end of the plates part (14) upper and lower angular connections (16,17) are arranged, which angular connections (16,17) are equipped with connection holes for connection between the two beams forming a main beam (5).
PCT/NO2003/000120 2002-04-25 2003-04-14 Module based building system WO2003091514A1 (en)

Priority Applications (3)

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

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20021978A NO319797B1 (en) 2002-04-25 2002-04-25 Module-based building system
NO20021978 2002-04-25

Publications (1)

Publication Number Publication Date
WO2003091514A1 true WO2003091514A1 (en) 2003-11-06

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

Cited By (4)

* Cited by examiner, † Cited by third party
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WO2005111329A1 (en) * 2004-05-06 2005-11-24 Hovey David Jr Two-way architectural structural system and modular support member
WO2009147004A1 (en) * 2008-06-06 2009-12-10 Hexago Deck Limited Temporary viewing platforms
EP3224428A4 (en) * 2014-11-26 2018-07-11 Andrew Pridham A modular platform assembly and a method of assembling a modular platform
EP2434073B1 (en) * 2009-05-22 2021-08-11 Daniel Tecedor Rotaeche Adjustable mezzanine floor

Families Citing this family (4)

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Publication number Priority date Publication date Assignee Title
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AU2003228147A1 (en) 2003-11-10
US20050252150A1 (en) 2005-11-17
EP1497515A1 (en) 2005-01-19
NO20021978D0 (en) 2002-04-25
NO319797B1 (en) 2005-09-19

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