EP1321592A1 - Modulare Struktur für ein tragendes Rahmenwerk mit Profilkörpern und selbsttragenden Platten und Herstellungsverfahren dafür - Google Patents

Modulare Struktur für ein tragendes Rahmenwerk mit Profilkörpern und selbsttragenden Platten und Herstellungsverfahren dafür Download PDF

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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
Authority
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.)
Withdrawn
Application number
EP01830802A
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English (en)
French (fr)
Inventor
Paolo Manzi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP01830802A priority Critical patent/EP1321592A1/de
Priority to CNB028257863A priority patent/CN1300422C/zh
Priority to AU2002353399A priority patent/AU2002353399A1/en
Priority to PCT/IB2002/005593 priority patent/WO2003054314A1/en
Priority to EP02788423A priority patent/EP1458940A1/de
Priority to US10/498,811 priority patent/US20050076605A1/en
Publication of EP1321592A1 publication Critical patent/EP1321592A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—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
    • 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.
EP01830802A 2001-12-21 2001-12-21 Modulare Struktur für ein tragendes Rahmenwerk mit Profilkörpern und selbsttragenden Platten und Herstellungsverfahren dafür Withdrawn EP1321592A1 (de)

Priority Applications (6)

Application Number Priority Date Filing Date Title
EP01830802A EP1321592A1 (de) 2001-12-21 2001-12-21 Modulare Struktur für ein tragendes Rahmenwerk mit Profilkörpern und selbsttragenden Platten und Herstellungsverfahren dafür
CNB028257863A CN1300422C (zh) 2001-12-21 2002-12-23 制造自支承预制框架结构的方法及成型件
AU2002353399A AU2002353399A1 (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
EP02788423A EP1458940A1 (de) 2001-12-21 2002-12-23 Modulare struktur mit sebsttragendem rahmenwerk
US10/498,811 US20050076605A1 (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 (de) 2001-12-21 2001-12-21 Modulare Struktur für ein tragendes Rahmenwerk mit Profilkörpern und selbsttragenden Platten und Herstellungsverfahren dafür

Publications (1)

Publication Number Publication Date
EP1321592A1 true EP1321592A1 (de) 2003-06-25

Family

ID=8184833

Family Applications (2)

Application Number Title Priority Date Filing Date
EP01830802A Withdrawn EP1321592A1 (de) 2001-12-21 2001-12-21 Modulare Struktur für ein tragendes Rahmenwerk mit Profilkörpern und selbsttragenden Platten und Herstellungsverfahren dafür
EP02788423A Withdrawn EP1458940A1 (de) 2001-12-21 2002-12-23 Modulare struktur mit sebsttragendem rahmenwerk

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP02788423A Withdrawn EP1458940A1 (de) 2001-12-21 2002-12-23 Modulare struktur mit sebsttragendem rahmenwerk

Country Status (5)

Country Link
US (1) US20050076605A1 (de)
EP (2) EP1321592A1 (de)
CN (1) CN1300422C (de)
AU (1) AU2002353399A1 (de)
WO (1) WO2003054314A1 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1803860A2 (de) * 2006-01-03 2007-07-04 Maarten Wijnen Gerät zum modularen Bauen einer Konstruktion mit Wänden
CN103814181A (zh) * 2011-06-17 2014-05-21 房屋终极解决方案私人有限公司 模块化墙体系
CN105369890A (zh) * 2015-11-24 2016-03-02 云南昆钢钢结构股份有限公司 抗震民居钢构架及其安装方法
CH714202A1 (fr) * 2017-09-29 2019-03-29 Ustinov Igor Système de construction pour un module d'un bâtiment.
CZ308994B6 (cs) * 2020-09-02 2021-11-10 Jiří Bažant Stavební systém

Families Citing this family (4)

* Cited by examiner, † Cited by third party
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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 (zh) * 2012-10-30 2016-03-30 杨华龙 集成房屋的主框架结构总成
BE1021698B1 (nl) * 2013-07-02 2016-01-08 Wov Bvba Wandsysteem voor een wand van houten balken

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1803860A2 (de) * 2006-01-03 2007-07-04 Maarten Wijnen Gerät zum modularen Bauen einer Konstruktion mit Wänden
EP1803860A3 (de) * 2006-01-03 2007-07-11 Maarten Wijnen Gerät zum modularen Bauen einer Konstruktion mit Wänden
WO2007077486A1 (en) * 2006-01-03 2007-07-12 Maarten Wijnen Device for mudular building a construction with walls
BE1016917A3 (nl) * 2006-01-03 2007-09-04 Wijnen Maarten Inrichting voor het modulair opbouwen van een constructie met wanden.
CN103814181A (zh) * 2011-06-17 2014-05-21 房屋终极解决方案私人有限公司 模块化墙体系
CN103814181B (zh) * 2011-06-17 2016-06-29 房屋终极解决方案私人有限公司 模块化墙体系
CN105369890A (zh) * 2015-11-24 2016-03-02 云南昆钢钢结构股份有限公司 抗震民居钢构架及其安装方法
CH714202A1 (fr) * 2017-09-29 2019-03-29 Ustinov Igor Système de construction pour un module d'un bâtiment.
WO2019063828A2 (fr) 2017-09-29 2019-04-04 USTINOV, Jihan Systeme de construction pour un module d'un batiment
CZ308994B6 (cs) * 2020-09-02 2021-11-10 Jiří Bažant Stavební systém

Also Published As

Publication number Publication date
CN1300422C (zh) 2007-02-14
CN1606651A (zh) 2005-04-13
EP1458940A1 (de) 2004-09-22
AU2002353399A1 (en) 2003-07-09
WO2003054314A1 (en) 2003-07-03
US20050076605A1 (en) 2005-04-14

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