EP1321592A1 - Self-supporting framework modular structure with extruded sections and self-supporting boards and method for making same - Google Patents
Self-supporting framework modular structure with extruded sections and self-supporting boards and method for making same Download PDFInfo
- Publication number
- EP1321592A1 EP1321592A1 EP01830802A EP01830802A EP1321592A1 EP 1321592 A1 EP1321592 A1 EP 1321592A1 EP 01830802 A EP01830802 A EP 01830802A EP 01830802 A EP01830802 A EP 01830802A EP 1321592 A1 EP1321592 A1 EP 1321592A1
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- EP
- European Patent Office
- Prior art keywords
- uprights
- main
- girders
- grooves
- self
- Prior art date
- Legal status (The legal status 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 status listed.)
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Classifications
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- 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
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- 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
- E04B2001/2475—Profile with an undercut grooves for connection purposes
Definitions
- the invention described below refers to a method for making a self-supporting framework structure, as that of a pre-fabricated building for use as house, office, emergency dwelling, dormitory, mess-room, warehouse etc.,
- the invention has also the object to obtain a modular structure, by using and fastening to each other extruded sections, supporting boards; this structure can be used, for example, to make pre-fabricated buildings.
- the invention relates also to a connecting and locking device quickly releasable that allows to carry out this method, for joining the extruded sections of the structure and the supporting boards applied to them.
- a pre-fabricated building can be made quickly, like a house, office, emergency dwelling, dormitory, mess-room etc.
- the particular flexibility of the pre-fabricated structure allows both a lasting and a temporary use. Furthermore the construction method is suitable to be executed quickly because it is a ready solution and of direct installation. According to the needs, the rooms of pre-fabricated building can be changed, enlarged or removed and used in other places.
- a method to provide a self-supporting pre-fabricated framework structure provides the steps of:
- the secondary uprights have the same height as the distance between two consecutive main girders, whereas the girders secondary have the same length as the distance between two consecutive main uprights.
- the secondary uprights and/or girders have such a profile to engage with a click in the grooves of the main girders and uprights.
- said connecting elements are used for their connection.
- the framework structure according to the invention is formed by the main and secondary uprights and girders, modular external supporting boards are applied to the framework structure. Furthermore, the supporting boards have inside flanged elements that engage the main uprights along their longitudinal edges and fit the girders up and down.
- the anchorages prepared in the basement are in the form of fastening protruding elements from the basement same.
- Such protruding elements have cross section equal and complementary to the inner channel of the main uprights, whereby their connection to the main uprights is carried out simply, introducing the uprights on the protruding elements and blocking it with bolts .
- each connecting element is formed by at least two orthogonal rods integral to each other. Every rod has cross section engaging in the profiled groove of the uprights and/or main girders and each of them can be fastened in a quickly releasable way in the grooves of the girders and of the main uprights.
- connecting elements are provided, according to the different needs of the structure according to the invention.
- oblique girders are provided that engage with the upper ends of the main uprights.
- the connecting elements have the first portion that moves vertically in a respective groove of the upright, whereas the second portion is bent at an angle, respectively acute or obtuse, depending on the upward or downward portion of the girder oblique with respect to the knot.
- connecting elements are provided that have a first and a second portion engaging the respective grooves of said two girders.
- the peculiarity of the structures according to the invention is flexibility, that allows both a lasting and a temporary use; the construction method is quick to carry out because the structural elements are ready and of direct installation.
- a pre-fabricated made with the method according to the present invention can be adapted according to the place and climate with safety and high comfort.
- a self-supporting framework structure such as for example the frame carrying 2 of a structure of a pre-fabricated building 1 for use as house
- the main uprights 3 (figure 3A) and main girders 4 and 4a (figure 3B or 3C).
- Per main uprights is intended an a desired of the uprights 3 shown top plan in figure 2A with function of pilastro, wherelike for main girders is intendono girders horizontali 4 and 4a connecting between main uprights.
- figure 1 are furthermore shown the girders oblique 16 for causing the tetto, the traversi horizontali 17 and the boards 18 on which rests in turn the manto that full the copertura. Furthermore are shown supporting boards 20, connected both to the main uprights that to the main girders.
- the main uprights 3 and the main girders 4 can be obtained for extrusion, and have the characteristic cross section of a rod profilata slot having outside a plurality of longitudinal grooves 3' and 4'.
- the grooves 3' and 4' are to each other equal and have a first portion in sottosquadro 24 and a second portion in sottosquadro 25.
- the girder main 4a of figure 3C has an ala additional profilata 28 that protrudes opposite to the groove 4', for to block superiormente and inferiormerte the supporting boards.
- FIGS. 3D and 3E are shown secondary uprights 14 and 14a having edges protruding 26 suitable for engaging with the portions in sottosquadro 24 of the groove 3' of the upright main, and/or auxiliary for an engagement to click.
- the upright secondary 14 has width the same as the girder main 4, for part that protrudes from the groove 3'.
- FIGS 3F and 3G are shown uprights auxiliary 19 and 19a having connectings 29 to T suitable fox engaging in the portions in sottosquadro 25 of the grooves 3' of the main uprights 3.
- FIG 3H is shown a girder secondary 15 that has grooves 4' of form the same as the grooves 3' and 4' respectively of the uprights and of the main girders 3 and 4.
- a basement 11 (figure 2A and 2B) on which is connected a plurality of plates with fastening elements 12 for main uprights 3, creating thus the bearing pillars of the structure 2,
- the fastening elements 12 are protruding towards the above and have cross section equal and complementary to the inner channel 23 of the main uprights 3, in which engage with.
- the matching is bloccato with a bolts.
- the pillars are completati aggionnedo to the main uprights 3 the secondary uprights 14,14a and uprights auxiliary 19,19a, for allowing the fastening of pannellature portanti 20 inner and external and to provide different tipologie of walls, for example the indicated with IV-A and IV-B in figure 1.
- Such accoppiamenti are obtained with impegni to click of the edges 26 or impegni to incastro with the connectings 29 to T.
- connecting elements 5, 6, 7, 8, 9 and 10 are used connecting elements 5, 6, 7, 8, 9 and 10. They are characterised by having each a first portion to rod 13 and a second portion to rod 13', to cross section this from entersre in the grooves 3' and 4'.
- Each of said portions to rod 13 and 13' has at least a tassello 27 movable between a first position wherein it scompare in the surface of the rod 13, 13' and a second position wherein it protrudes from the surface of the rod 13, 13'.
- Tipici knots for connecting according to the invention between a upright and a girder of the structure 2 are those indicated with X in figure 1 and shown in figures 10, 10A and 10B.
- the connecting elements 5 or 6, 7
- the connecting elements 5 or 6, 7
- the tassello 27 is rotated by means of the said pin 31 after essersi located at the sottosquadro 25 of the groove 3'.
- Second portion 13' which protrudes from the grooves 3', locks into like by means of tasselli 27 in the sottosquadri 25 of the grooves 4' of the girders 4 or 4a. In said position, is prevented the movement of outlet of the rod 13 from the channel 3' of the upright main 3 and of the rod 13' from the channel 4' of the girder main 4 or 4a.
- the tasselli 27 provide of the systems of autolocking of known type, for providing rotations of locking not predetermined.
- I supporting boards 20 are applied inside and outside to the structure 2. They are bloccati laterally to the main uprights by agganci to baionetta (non shown) and contained by the alette 28 of the main girders 4a, superiormente and. inferiormente.
- I boards 20 have two functions:
- oblique girders are provided 16, having the same cross section of the upright 3, or similar.
- the girders oblique 16 engage with the upper ends of the main uprights 3 and with traverse 17, having for example cross section the same as the girders secondary 15, or similar.
- the connecting elements used for example 9 and 10 (figure 11), have the first portion 13 that moves vertically in a respective groove of the upright 3 and second portion 13' folded to angle respectively acute or obtuse to second that vada ad engaging in the portion discendente or ascendente of the girder oblique 16 with respect to the knot, in a special groove 3' of the girder oblique 16 same,
- the connecting element 10 that allows of unirle (figure 12).
- the connecting element 10 has the first portion 13 and second portion 13' engaging the respective grooves 3' of said two girders crash 16.
- the same principle for causing the roof can be used for causing the solai intermediate.
- the girders and the uprights in addition to the setions esemplificate, may have even iftions of other form, obtained for extrusion in aluminium.
- the sections used for uprights 3 may have cross section elliptical or rectangular with spigoli arrotondati.
Abstract
A method to provide a self-supporting structure prefabricated
building framework, for building industry,
based on a basement (11) comprising a plurality of
anchorages (12) for main uprights (3) suitably forming
bearing pillars the main uprights (3) are slotted section
rods and having outside a plurality of longitudinal
grooves (3') , in which are put connecting elements
(5,6,7) at knots predetermined. Each connecting element
(5,6,7) has a first portion (13) that engages and locks
into in an of the grooves (3') and a second portion (13')
that protrudes from said groove (3'). The main uprights
(3) are collegati to each other through the use of main
girders (4) having outside a plurality of grooves (4')
longitudinal in which engage with and is bloccano said
seconde portions (13') of said connecting elements
(5,6,7), can be connected further uprights (14,14a) and/or
girders secondary (15) having same width of said uprights
(3) and main girders (4), is provided the application of
supporting boards (20) modular external and inner having
inside flanged elements that engage the main uprights (3)
and impegnati superiormente and inferiormente from said
main girders (4).
Description
- The invention described below refers to a method for making a self-supporting framework structure, as that of a pre-fabricated building for use as house, office, emergency dwelling, dormitory, mess-room, warehouse etc.,
- The invention has also the object to obtain a modular structure, by using and fastening to each other extruded sections, supporting boards; this structure can be used, for example, to make pre-fabricated buildings.
- Furthermore the invention relates also to a connecting and locking device quickly releasable that allows to carry out this method, for joining the extruded sections of the structure and the supporting boards applied to them.
- A pre-fabricated building can be made quickly, like a house, office, emergency dwelling, dormitory, mess-room etc.
- The particular flexibility of the pre-fabricated structure allows both a lasting and a temporary use. Furthermore the construction method is suitable to be executed quickly because it is a ready solution and of direct installation. According to the needs, the rooms of pre-fabricated building can be changed, enlarged or removed and used in other places.
- The technique of production and of construction of pre-fabricated structures, presently, has however some limitations if modular and ready to made solutions are required.
- In fact, the existing pre-fabricated buildings used as houses are made almost completely of wood even if they are assembled by means of metal carpentry.
- This causes a pre-fabricated structure to be expensive and requiring a lot of work of specialized workers.
- It is therefore object of the present invention to provide a method for making a self-supporting framework structure, for example a pre-fabricated one, that does not present the drawback of the known systems.
- It is another object of the present invention to provide a method for making a modular structure, by fastening to each other extruded sections and self-supporting boards, and that allows, with respect to the prior art, to obtain a structure that is light, strong, easy and quick to assemble.
- It is a particular object of the invention to provide connecting elements for joining steadily and quickly two or more sections and/or supporting boards so that they turn out integral to each other.
- According to a first aspect of the invention, a method to provide a self-supporting pre-fabricated framework structure provides the steps of:
- pre-arranging a basement comprising a plurality of anchorages for main uprights that form the bearing pillars of the structure;
- preparing said main uprights in the form of slotted section rods having outside a plurality of longitudinal grooves;
- connecting the main uprights to said anchorages creating said pillars;
- arranging connecting elements at predetermined knots on the main uprights characterised by having each a first portion that engages and locks into said grooves and a second portion that protrudes from them;
- connecting to each other the main uprights at the knots, previously arranged, through the use of main girders having outside a plurality of longitudinal grooves in which the second portions of the connecting elements engage and are locked.
- Advantageously, is provided the application of further secondary girders and/or uprights having respectively the same width of said main uprights and girders.
- In particular, the secondary uprights have the same height as the distance between two consecutive main girders, whereas the girders secondary have the same length as the distance between two consecutive main uprights. Preferably, the secondary uprights and/or girders have such a profile to engage with a click in the grooves of the main girders and uprights. Alternatively, said connecting elements are used for their connection.
- Once the framework structure according to the invention is formed by the main and secondary uprights and girders, modular external supporting boards are applied to the framework structure. Furthermore, the supporting boards have inside flanged elements that engage the main uprights along their longitudinal edges and fit the girders up and down.
- Preferably, the anchorages prepared in the basement are in the form of fastening protruding elements from the basement same. Such protruding elements have cross section equal and complementary to the inner channel of the main uprights, whereby their connection to the main uprights is carried out simply, introducing the uprights on the protruding elements and blocking it with bolts .
- The the main uprights are connected to the main girders, as above said, by connecting elements. Preferably, each connecting element is formed by at least two orthogonal rods integral to each other. Every rod has cross section engaging in the profiled groove of the uprights and/or main girders and each of them can be fastened in a quickly releasable way in the grooves of the girders and of the main uprights.
- Advantageously, several types of connecting elements are provided, according to the different needs of the structure according to the invention. In fact, for example, for making a peaked roof, oblique girders are provided that engage with the upper ends of the main uprights. In this case, the connecting elements have the first portion that moves vertically in a respective groove of the upright, whereas the second portion is bent at an angle, respectively acute or obtuse, depending on the upward or downward portion of the girder oblique with respect to the knot. Concerning, instead, the connection of two girders at the peak of the roof, connecting elements are provided that have a first and a second portion engaging the respective grooves of said two girders.
- The peculiarity of the structures according to the invention is flexibility, that allows both a lasting and a temporary use; the construction method is quick to carry out because the structural elements are ready and of direct installation.
- A pre-fabricated made with the method according to the present invention can be adapted according to the place and climate with safety and high comfort.
- Further characteristics of the device according to the present invention, will be made clearer with the following description of an embodiment thereof, exemplifying but not limitative, with reference to the attached drawings, wherein:
- figure 1 shows a diagrammatical elevational view of a pre-fabricated building executed with a structure according to the invention;
- figures 2A and 2B, show respectively a plan view from below of the structure of which to figure 1, and a cross sectional enlarged view of the fondation, wherein are shown the fastening elements for pillars main of the structure;
- figures 3A, 3B, show respectively the setions of a pilastro and of a girder main;
- figure 3C shows an embodiment of the girder main of figure 3B with alette of fastening for supporting boards;
- figures from 3D to 3E show respectively the setions of a pilastro secondary and girder secondary;
- figures from 3F to 3G, show the setions of two uprights auxiliary ;
- figure 3H shows in cross section a girder secondary, fissabile to the main uprights with connecting elements;
- figures 4A, 4B show in cross section according to a plane horizontal a step fastening of supporting boards, inner and external, to of the pillars main and/or auxiliary added to the pillars principali, in correspondsnza respectively of the knots of union indicated respectively with IV-A and IV-B of figure 2A;
- Figures 5A and 5B show respectively top plan and a perspective view an connecting element to centre for fissare a upright main to a girder main;
- figures 6A and
6B - figure 10 shows a perspective view of the fastening of a upright main to a girder main;
- Figures 10A and 10B show an elevational view cross sectioned of a upright main and different main girders to various height,
- Figure 10C shows an elevational view cross sectioned of a upright main and different main girders to various height with montaggio of the supporting boards;
- figure 10D shows the vista of figure 10C with the addition of a girder secondary;
- figures 11 and 12 show a partial elevational view of the zone of union of the structure at the points of the roof indicated respectively with XI and XII in figure 1.
- With reference to figure 1, for causing a self-supporting framework structure, such as for example the frame carrying 2 of a structure of a
pre-fabricated building 1 for use as house, may be used the main uprights 3 (figure 3A) andmain girders - Per main uprights, is intended an a desired of the
uprights 3 shown top plan in figure 2A with function of pilastro, wherelike for main girders is intendono girders horizontali 4 and 4a connecting between main uprights. - In figure 1 are furthermore shown the girders oblique 16 for causing the tetto, the traversi horizontali 17 and the
boards 18 on which rests in turn the manto that full the copertura. Furthermore are shown supportingboards 20, connected both to the main uprights that to the main girders. - As shown in figures 3A and 3B, the
main uprights 3 and themain girders 4 can be obtained for extrusion, and have the characteristic cross section of a rod profilata slot having outside a plurality of longitudinal grooves 3' and 4'. - The grooves 3' and 4' are to each other equal and have a first portion in
sottosquadro 24 and a second portion insottosquadro 25. The girder main 4a of figure 3C has an alaadditional profilata 28 that protrudes opposite to the groove 4', for to block superiormente and inferiormerte the supporting boards. - In figures 3D and 3E are shown
secondary uprights sottosquadro 24 of the groove 3' of the upright main, and/or auxiliary for an engagement to click. The upright secondary 14 has width the same as the girder main 4, for part that protrudes from the groove 3'. - In figures 3F and 3G are shown
uprights auxiliary 19a having connectings 29 to T suitable fox engaging in the portions insottosquadro 25 of the grooves 3' of themain uprights 3. - In figure 3H is shown a girder secondary 15 that has grooves 4' of form the same as the grooves 3' and 4' respectively of the uprights and of the
main girders - According to the present invention, it is possible montare the pre-fabricated building 1 (figure 1-2B) by fastening to each other the
uprights girders structure light 2, strong as well as easy and quick to assemble, according to the following different steps. - Firstly, is provided the pre-arranging a basement 11 (figure 2A and 2B) on which is connected a plurality of plates with
fastening elements 12 formain uprights 3, creating thus the bearing pillars of thestructure 2, In particular, thefastening elements 12 are protruding towards the above and have cross section equal and complementary to theinner channel 23 of themain uprights 3, in which engage with. The matching is bloccato with a bolts. - With reference to figures 4A and 4B, the pillars are completati aggiungendo to the
main uprights 3 thesecondary uprights edges 26 or impegni to incastro with theconnectings 29 to T. - With reference to figures from 5A to 9, for unire to each other girders or uprights Lhat hasno the grooves 3' and 4', having the
relative sottoaquadri 25, are used connectingelements rod 13 and a second portion to rod 13', to cross section this from entersre in the grooves 3' and 4'. Each of said portions torod 13 and 13' has at least a tassello 27 movable between a first position wherein it scompare in the surface of therod 13, 13' and a second position wherein it protrudes from the surface of therod 13, 13'. - Tipici knots for connecting according to the invention between a upright and a girder of the
structure 2 are those indicated with X in figure 1 and shown in figures 10, 10A and 10B. In this case, for fissare the girder main 4 or 4a to the upright main 3 are used the connecting elements 5 (or 6, 7), which have the two portions torod 13 and 13' orthogonal to each other. Introducing thefirst portion 13 in said grooves of themain uprights 3, and then intervenendo manually, with a movement rotational on ognone of said tasselli of locking 27, by means of protruding elements with connectings for chiavi to brugola 31, locks into the connectingelement tassello 27 is rotated by means of the saidpin 31 after essersi located at thesottosquadro 25 of the groove 3'. Second portion 13', which protrudes from the grooves 3', locks into like by means of tasselli 27 in thesottosquadri 25 of the grooves 4' of thegirders rod 13 from the channel 3' of the upright main 3 and of the rod 13' from the channel 4' of the girder main 4 or 4a. The tasselli 27 provide of the systems of autolocking of known type, for providing rotations of locking not predetermined. - With reference to figure 10C are added the supporting
boards 20 and the girders secondary 15. - I supporting
boards 20 are applied inside and outside to thestructure 2. They are bloccati laterally to the main uprights by agganci to baionetta (non shown) and contained by thealette 28 of themain girders 4a, superiormente and. inferiormente. - I
boards 20 have two functions: - funtion carrying, as shown in figure 10C, since collegati
to the
pillars 3 and to themain girders - funtion of tamponamento of the aperture reticolari of the structure, with creation of a gap between those inner and those external, and subsequent possibility of inserire of the insulating in the gap formata.
- With reference to figure 10D, are added altresi the girders secondary 15, for completare the
structure 2, having the same width of themain uprights 3, and dotati of thegrooves 4'. using couples connecting elements to squadra 8 (figure 8), theportions 13 engage with in the grooves 3' of theuprights 3, whereas the portions 13' engage with in the grooves 4' of the girders secondary 15. In way similar to what above described, the tasselli 27 garantiscone the locking in thesottosquadri 25 of the respective grooves 3' and 4'. - With reference again to figure 1, particular XI, and to figure 11, for causing a copertura to
falde 18, oblique girders are provided 16, having the same cross section of theupright 3, or similar. Thegirders oblique 16 engage with the upper ends of themain uprights 3 and withtraverse 17, having for example cross section the same as the girders secondary 15, or similar. - Per the knot XI of figure 1, the connecting elements used, for example 9 and 10 (figure 11), have the
first portion 13 that moves vertically in a respective groove of theupright 3 and second portion 13' folded to angle respectively acute or obtuse to second that vada ad engaging in the portion discendente or ascendente of thegirder oblique 16 with respect to the knot, in a special groove 3' of thegirder oblique 16 same, - Concerning, instead, the two
girders 16 at the peak of the roof, according to figure 1, particular XII, is provided the connectingelement 10 that allows of unirle (figure 12). In this case the connectingelement 10 has thefirst portion 13 and second portion 13' engaging the respective grooves 3' of said twogirders crash 16. - The same principle for causing the roof can be used for causing the solai intermediate.
- The girders and the uprights, in addition to the setions esemplificate, may have even iftions of other form, obtained for extrusion in aluminium. For example, the sections used for
uprights 3 may have cross section elliptical or rectangular with spigoli arrotondati. - The foregoing description of a specific embodiment will so fully reveal the invention according to the conceptual point of view, so that others, by applying current knowledge, will be able to modify and/or adapt for various applications such an embodiment without further research and without parting from the invention, and it is therefore to be understood that such adaptations and modifications will have to be considered as equivalent to the specific embodiment. The means and the materials to realise the different functions described herein could have a different nature without, for this reason, departing from the field of the invention. It is to be understood that the phraseology or terminology employed herein is for the purpose of description and not of limitation.
Claims (10)
- A method to provide a self-supporting pre-fabricated framework structure, for the building industry, characterised in that of providing the steps of:pre-arranging a basement comprising a plurality of anchorages for main uprights (3) suitable for forming pillars, said main uprights (3) being slotted section rods and having outside a plurality of longitudinal grooves (3') ;connecting said main uprights (3) on said anchorages creating said pillars;introducing connecting elements (5,6,7) in said main uprights (3) at predetermined knots, each connecting element (5,6,7) having a first portion (13) that engages and locks into said grooves (3') and a second portion (13') that protrudes from said grooves (3');connecting to each other said main uprights (3), at said knots, through the use of main girders (4) having outside a plurality of longitudinal grooves (4') in which engage and lock second portions (13') of said connecting elements (5,6,7).
- Method to provide a self-supporting pre-fabricated framework structure according to claim 1, comprising the steps of; application of further uprights (14,14a) and/or girders secondary (15) having same width of said uprights (3) and main girders (4), said secondary uprights (14,14a) having height the same as the distance between two main girders (4) consecutive and said girders secondary (15) having length the same as the distance between two main uprights (3) consecutivi.
- Method to provide a self-supporting pre-fabricated framework structure according to claim 2, wherein said secondary uprights and/or girders (14,14a) have profiles (26) suitable for engaging to click in the grooves (3', 4') of said uprights and main girders (4).
- Method to provide a self-supporting pre-fabricated framework structure according to claim 1, wherein is provided the application of supporting boards (20) modular external and in the framework structure formed by the together of said uprights (3) and main girders (4) and secondary (14,14a,15), said supporting boards (20) having inside flanged elements that engage said main uprights (3) along their longitudinal edges and being impegnati superiormente and inferiormente from said girders (4).
- Method according to claim 1, wherein said anchorages are protruding elements (12) protruding from said basement (11) and having cross section equal and complementary to the inner channel of said main uprights (3), the connecting being executed introducing said uprights (3) on said protruding elements (12) and bloccando the matching with bolts.
- Method according to claim 2, wherein said or each connecting element (5,6,7) has said portions (13,13') formed by at least two orthogonal rods integral to each other, having said rods (13,13') cross section suitable for engaging in said groove (3', 4') profilata of said main uprights and/or girders (4), said rods being fissabili in the grooves (3', 4') of said main girders and uprights (3) by means of locking quick (27).
- Method according to claim 1, wherein, for causing the tetto, oblique girders are provided (16) suitable for engaging with the upper ends of said uprights (3), said connecting elements (9,10) having said first portion (13) that moves vertically in a respective groove (3', 4') of a upright, whereas said second portion (13') is folded to angle respectively acute or obtuse to second that vada ad engaging in the portion discendente or ascendente in the groove (3', 4') of the girder oblique (16) with respect to the knot, being provided connecting elements (10) for unire two girders (16) at the peak of the roof, having a first and a second portion (13') engaging the respective grooves (3', 4') of said two girders crash.
- Method according to claims 5, 6, 7 wherein said grooves (3', 4') profilate have an opening accesso the same as the dimension of said portions (13,13'), and a sottosquadro inner (25) parallel to opening accesso, every portion of said connecting element comprising at least a tassello (27) movable between a first position wherein said tassello scompare in each portion (13,13') and a second position wherein said tassello protrudes from the surface of each portion, in said first position said tassello not ostacolando the free passage of said portion in the opening accesso of said groove (3', 4') profilata, in said second position said tassello being suitable for engaging ad incastro in said sottosquadro inner, whereby said portion is bloccata in said groove (3', 4') profilata.
- Self-supporting structure pre-fabricated building framework, for building industry, characterised in that of being executed with the method of which to the claims from 1 to 9.
- A profilato to provide a self-supporting structure pre-fabricated building framework, for building industry, characterised in that of being a rod profilata slot and having a plurality of facce longitudinal, each faccia having at least a groove (3', 4') longitudinal with art opening accesso and at least a sottosquadro inner (27) parallel to opening accesso, in said groove (3', 4') being suitable for engaging a first portion (13) of an connecting element having at least another portion (13') protruding from said groove (3', 4'), each portion (13,13') of said connecting element comprising at least a tassello (27) movable between a first position wherein said tassello scompare in each portion (13,13') and a second position wherein said tassello protrudes from the surface of each portion (13,13'), in said first position said tassello not ostacolando the free passage of said portion (13,13') in the opening accesso of said groove (3', 4') profilata, in said second position said tassello being suitable for engaging ad incastro in said sottosquadro inner (25), whereby said first portion (13) is bloccata in said groove (3', 4').
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP01830802A EP1321592A1 (en) | 2001-12-21 | 2001-12-21 | Self-supporting framework modular structure with extruded sections and self-supporting boards and method for making same |
US10/498,811 US20050076605A1 (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
EP02788423A EP1458940A1 (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
CNB028257863A CN1300422C (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
PCT/IB2002/005593 WO2003054314A1 (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
AU2002353399A AU2002353399A1 (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP01830802A EP1321592A1 (en) | 2001-12-21 | 2001-12-21 | Self-supporting framework modular structure with extruded sections and self-supporting boards and method for making same |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1321592A1 true EP1321592A1 (en) | 2003-06-25 |
Family
ID=8184833
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01830802A Withdrawn EP1321592A1 (en) | 2001-12-21 | 2001-12-21 | Self-supporting framework modular structure with extruded sections and self-supporting boards and method for making same |
EP02788423A Withdrawn EP1458940A1 (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02788423A Withdrawn EP1458940A1 (en) | 2001-12-21 | 2002-12-23 | Self-supporting framework modular structure |
Country Status (5)
Country | Link |
---|---|
US (1) | US20050076605A1 (en) |
EP (2) | EP1321592A1 (en) |
CN (1) | CN1300422C (en) |
AU (1) | AU2002353399A1 (en) |
WO (1) | WO2003054314A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1803860A2 (en) * | 2006-01-03 | 2007-07-04 | Maarten Wijnen | Device for modular building a construction with walls |
CN103814181A (en) * | 2011-06-17 | 2014-05-21 | 房屋终极解决方案私人有限公司 | Modular walling system |
CN105369890A (en) * | 2015-11-24 | 2016-03-02 | 云南昆钢钢结构股份有限公司 | Earthquake-proof folk house steel framework and installation method thereof |
CH714202A1 (en) * | 2017-09-29 | 2019-03-29 | Ustinov Igor | Construction system for a module of a building. |
CZ308994B6 (en) * | 2020-09-02 | 2021-11-10 | Jiří Bažant | Building system |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20090000235A1 (en) * | 2007-06-19 | 2009-01-01 | Kierantimberlake Associates, Llp | Architectural connectors for modular framing systems |
US8621818B1 (en) | 2008-08-26 | 2014-01-07 | LivingHomes, LLC | Method for providing standardized modular building construction |
CN103790235B (en) * | 2012-10-30 | 2016-03-30 | 杨华龙 | the main frame structure assembly of integrated house |
BE1021698B1 (en) * | 2013-07-02 | 2016-01-08 | Wov Bvba | WALL SYSTEM FOR A WALL OF WOODEN BARS |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4073113A (en) * | 1975-07-03 | 1978-02-14 | Profiles Et Tubes De L-Est | Building frame |
DE3303190A1 (en) * | 1983-02-01 | 1984-08-09 | Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt | Construction kit for erecting mobile structures, in particular for trade-fair and exhibition structures |
US5806268A (en) * | 1996-01-13 | 1998-09-15 | Koller; Ernst | Building skeleton of profiled bars |
Family Cites Families (58)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US73113A (en) * | 1868-01-07 | ferguson morsell | ||
US566561A (en) * | 1896-08-25 | John clifford | ||
US806268A (en) * | 1905-03-29 | 1905-12-05 | William F Koontz | Fire-department coupling. |
US1896769A (en) * | 1931-08-31 | 1933-02-07 | United States Gypsum Co | Wall or ceiling construction |
US3265416A (en) * | 1962-06-08 | 1966-08-09 | Leonard O Downes | Structural framing system |
FR1435227A (en) * | 1965-03-16 | 1966-04-15 | Assembly device and parts for the execution of panels, partitions and similar constructions | |
US3396499A (en) * | 1965-10-05 | 1968-08-13 | Biffani Raffaele | Structural members for building construction |
US3429601A (en) * | 1966-07-21 | 1969-02-25 | Victor M J Bremers | Structure for the assembly of adjustable framework |
NO125497B (en) * | 1968-05-30 | 1972-09-18 | Aluminium Syst Ltd | |
US3566561A (en) * | 1968-10-08 | 1971-03-02 | Francis P Tozer | Channelled structural elements |
BE767043A (en) * | 1971-05-12 | 1971-10-01 | Janssen Leopold M L | DOUBLE WALL PARTITION AND PARTITION ELEMENTS. |
US3778175A (en) * | 1971-06-04 | 1973-12-11 | E Zimmer | Snap locking structural joint assembly |
US3847489A (en) * | 1973-08-13 | 1974-11-12 | Riper R Van | Novel fastener device |
CA998819A (en) * | 1974-05-10 | 1976-10-26 | Jacques Canin | Knock-down joint between frame members |
US4069638A (en) * | 1974-06-05 | 1978-01-24 | Scanovator Ab | Structure of lightweight bars and connector means therefore |
GB1481569A (en) * | 1974-10-22 | 1977-08-03 | Aluminium Syst Ltd | Connection members |
GB1497068A (en) * | 1974-11-29 | 1978-01-05 | Sharp & Law Ltd | Support systems |
DE2616440C3 (en) * | 1976-04-14 | 1979-11-08 | Albrecht 7000 Stuttgart Streib | Detachable connection between two parts of a frame |
DE2618443A1 (en) * | 1976-04-27 | 1977-11-10 | Koemmerling Kunststoff | HOLLOW PROFILE SUPPORT FOR A RAILING |
JPS5697613A (en) * | 1980-07-07 | 1981-08-06 | Masaya Nagashima | Fitting metals for shaped steel |
CA1130359A (en) * | 1981-07-29 | 1982-08-24 | Jacques Ducharme | Dismantling joint for modular frame construction |
CH657190A5 (en) * | 1982-11-01 | 1986-08-15 | Syma Intercontinental Sa | CLAMPING DEVICE FOR DETACHABLE CONNECTION OF TWO PROFILE PIECES. |
US4556337A (en) * | 1983-03-07 | 1985-12-03 | Framelock International Pty. Limited | Connector for framing system |
DE3342616A1 (en) * | 1983-11-25 | 1985-06-05 | Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt | ASSEMBLING PROFILE TUBE FOR THE PRODUCTION OF EASILY ASSEMBLY AND REASSEMBLE |
US4572694A (en) * | 1984-07-20 | 1986-02-25 | Otto Fastening Systems Ltd. | Structure member connector |
US4653652A (en) * | 1985-01-25 | 1987-03-31 | Frank Avati | Construction system |
DE9007486U1 (en) * | 1989-11-24 | 1992-01-23 | Pural Profilwerk Gmbh, 6086 Riedstadt, De | |
DE4125976A1 (en) * | 1991-08-06 | 1993-02-11 | Philippi Gerd | PROFILE CONNECTION, ESPECIALLY FOR ALUMINUM LIGHTWEIGHT CONSTRUCTION |
US5116299A (en) * | 1991-11-22 | 1992-05-26 | Kevin Kvols | Fastening system for members of a framework |
FR2692010B1 (en) * | 1992-06-03 | 1996-02-09 | Adl Automation | CONNECTION AND ASSEMBLY BLOCK FOR PROFILED BARS AND ASSEMBLY OF BARS USING THE SAME. |
DE9304726U1 (en) * | 1993-03-27 | 1993-07-22 | Jou, Ce Cei, Chunghua, Tw | |
US5785359A (en) * | 1993-07-07 | 1998-07-28 | Smc Kabushiki Kaisha | Joint mechanism for structural members |
US5413836A (en) * | 1993-07-09 | 1995-05-09 | Hsieh; Kin L. | Frame bar extrusion |
US5412912A (en) * | 1994-03-15 | 1995-05-09 | Bo-Man, Inc. | Modular slatwall assembly |
DE59504612D1 (en) * | 1994-07-25 | 1999-02-04 | Alusuisse Lonza Services Ag | Fastener |
JPH08128420A (en) * | 1994-10-31 | 1996-05-21 | N I Shi Auto Tec Kk | Connecting member |
GB2297336B (en) * | 1995-01-28 | 1997-04-16 | Brian Harry Kelly | Junction members and their uses |
TW329446B (en) * | 1996-04-29 | 1998-04-11 | Syma Intercontinental Sa | Profiled beam and clamping profile for profiled beams |
US5729948A (en) * | 1996-08-29 | 1998-03-24 | Levy; Tzadok | Apparatus and method for rigidly joining construction elements to one another |
SE507517C2 (en) * | 1996-10-17 | 1998-06-15 | Flaekt Ab | Ceiling beam construction for clean rooms |
US5970675A (en) * | 1997-12-05 | 1999-10-26 | James D. Wright | Modular panel assembly |
WO2000036311A1 (en) * | 1998-12-15 | 2000-06-22 | Holscher Winfried K W | Coupling device for connecting a first workpiece to a second one |
US6442805B2 (en) * | 1999-03-26 | 2002-09-03 | Joel W. Pfister | Attachment system for configured slots |
DE59904627D1 (en) * | 1999-06-17 | 2003-04-24 | Zihlmann Engineering Wuerenlos | Cross-connection of profile bars |
US6712543B1 (en) * | 1999-07-21 | 2004-03-30 | Fms Forder-Und Montage-Systeme Schmalzhofer Gmbh | Connecting device for profiled bars with grooves |
DE19949926C1 (en) * | 1999-10-16 | 2001-05-10 | Christof Kaiser | Pipe system |
US20030163967A1 (en) * | 2000-01-10 | 2003-09-04 | John Sims | Panel/room divider system |
US6460309B1 (en) * | 2000-01-20 | 2002-10-08 | Dale Schneider | Beam roofing system and method |
ATE262651T1 (en) * | 2000-01-28 | 2004-04-15 | Fms Foerder Und Montage System | PROFILE CONNECTION DEVICE |
DE10016608B4 (en) * | 2000-04-04 | 2013-02-07 | Helmuth Kahl | Tensioning element for frontal connection of profiled bars |
US6493995B2 (en) * | 2000-08-21 | 2002-12-17 | Mckenzie Alexander L. | Modular exhibit panel and locking system |
US6481177B1 (en) * | 2000-10-27 | 2002-11-19 | 80/20, Inc. | Inside corner connector for structural framing members |
DE20020996U1 (en) * | 2000-12-12 | 2001-03-08 | Fms Foerder Und Montage System | Connector device for profiles |
DE50214037D1 (en) * | 2001-01-19 | 2010-01-14 | Walter Ribic | ESSEBAUTEN, CARPORTS AND THE SAME |
US6490841B2 (en) * | 2001-04-11 | 2002-12-10 | Thomas C. Hynes | Composite plastic/wood flour building construction system |
US7096637B2 (en) * | 2001-08-23 | 2006-08-29 | Mcmillan John Charles | Display structure and system |
US6708858B2 (en) * | 2002-06-06 | 2004-03-23 | Blanking Systems, Inc. | Clamp pieces for lower frame assembly of blanking tool |
CA2371667A1 (en) * | 2002-02-14 | 2003-08-14 | Taylor Manufacturing Industries Inc. | Connecting device for modular frame construction |
-
2001
- 2001-12-21 EP EP01830802A patent/EP1321592A1/en not_active Withdrawn
-
2002
- 2002-12-23 EP EP02788423A patent/EP1458940A1/en not_active Withdrawn
- 2002-12-23 CN CNB028257863A patent/CN1300422C/en not_active Expired - Fee Related
- 2002-12-23 US US10/498,811 patent/US20050076605A1/en not_active Abandoned
- 2002-12-23 AU AU2002353399A patent/AU2002353399A1/en not_active Abandoned
- 2002-12-23 WO PCT/IB2002/005593 patent/WO2003054314A1/en not_active Application Discontinuation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4073113A (en) * | 1975-07-03 | 1978-02-14 | Profiles Et Tubes De L-Est | Building frame |
DE3303190A1 (en) * | 1983-02-01 | 1984-08-09 | Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt | Construction kit for erecting mobile structures, in particular for trade-fair and exhibition structures |
US5806268A (en) * | 1996-01-13 | 1998-09-15 | Koller; Ernst | Building skeleton of profiled bars |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1803860A2 (en) * | 2006-01-03 | 2007-07-04 | Maarten Wijnen | Device for modular building a construction with walls |
EP1803860A3 (en) * | 2006-01-03 | 2007-07-11 | Maarten Wijnen | Device for modular building a construction with walls |
WO2007077486A1 (en) * | 2006-01-03 | 2007-07-12 | Maarten Wijnen | Device for mudular building a construction with walls |
BE1016917A3 (en) * | 2006-01-03 | 2007-09-04 | Wijnen Maarten | DEVICE FOR MODULAR BUILDING A CONSTRUCTION WITH WALLS. |
CN103814181A (en) * | 2011-06-17 | 2014-05-21 | 房屋终极解决方案私人有限公司 | Modular walling system |
CN103814181B (en) * | 2011-06-17 | 2016-06-29 | 房屋终极解决方案私人有限公司 | modular wall system |
CN105369890A (en) * | 2015-11-24 | 2016-03-02 | 云南昆钢钢结构股份有限公司 | Earthquake-proof folk house steel framework and installation method thereof |
CH714202A1 (en) * | 2017-09-29 | 2019-03-29 | Ustinov Igor | Construction system for a module of a building. |
WO2019063828A2 (en) | 2017-09-29 | 2019-04-04 | USTINOV, Jihan | Construction system for a building module |
CZ308994B6 (en) * | 2020-09-02 | 2021-11-10 | Jiří Bažant | Building system |
Also Published As
Publication number | Publication date |
---|---|
AU2002353399A1 (en) | 2003-07-09 |
CN1300422C (en) | 2007-02-14 |
WO2003054314A1 (en) | 2003-07-03 |
US20050076605A1 (en) | 2005-04-14 |
CN1606651A (en) | 2005-04-13 |
EP1458940A1 (en) | 2004-09-22 |
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