EP0032860A2 - Vorgefertigtes Gebäude aus Metallelementen - Google Patents

Vorgefertigtes Gebäude aus Metallelementen Download PDF

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Publication number
EP0032860A2
EP0032860A2 EP81400048A EP81400048A EP0032860A2 EP 0032860 A2 EP0032860 A2 EP 0032860A2 EP 81400048 A EP81400048 A EP 81400048A EP 81400048 A EP81400048 A EP 81400048A EP 0032860 A2 EP0032860 A2 EP 0032860A2
Authority
EP
European Patent Office
Prior art keywords
posts
rail
construction
plate
keys
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.)
Ceased
Application number
EP81400048A
Other languages
English (en)
French (fr)
Other versions
EP0032860A3 (de
Inventor
Roland Pasco
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
Publication of EP0032860A2 publication Critical patent/EP0032860A2/de
Publication of EP0032860A3 publication Critical patent/EP0032860A3/de
Ceased 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
    • 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
    • E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
    • 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
    • E04B2001/2451—Connections between 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
    • E04B2001/2454—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
    • E04B2001/2463—Connections to foundations
    • 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

Definitions

  • the present invention relates to a new method for producing a load-bearing framework for the erection of a building.
  • the method according to the invention uses prefabricated metal elements capable of being transported and assembled on site.
  • the invention can be used for the erection of multi-purpose buildings and can be used for the construction of individual constructions and in particular private dwellings such as pavilions etc ...; the invention can advantageously be implemented for use of premises for industrial purposes, such as workshops, factories, hangars, warehouses etc ... or collective or social buildings such as schools, hospitals, administrative offices etc ...
  • the invention relates to a method of constructing buildings of the type in which framework elements formed of previously prefabricated metal beams are assembled in situ, characterized in that said framework elements after mounting and assembly are secured by keying.
  • a reinforcement plywood will be put in place above the wall of the female element and plugged into said pin, the latter being provided with a length such that its low-cut head projects over the top of said plate, allowing the positioning of said locking key.
  • These posts are secured at their base on the base or low rail and they are also secured at their top on a high rail, the whole thus forming a load-bearing wall.
  • top and bottom rails respectively form a peripheral belt closed on itself and which follows the periphery or the perimeter of the construction.
  • the assembly device which is the subject of the present invention allows a certain flexibility and in the event of seismic movements, the keyed framework elements can play slightly with respect to each other by adapting to the internal tensions. transmitted to the reinforcement without causing ruptures; the few deformations which could then be observed will not cause the entire building to collapse and fall, dangerous for the occupants and, moreover, these deformations can be repaired quickly.
  • the invention also relates to a set of prefabricated elements for the implementation of the construction method described above and of the type consisting of a plurality of ptrtrelles or metal elements provided by prefabrication of assembly means and these elements are characterized in that they comprise assembly means consisting (1) of tenons or pins turned at their ends mounted on a plate secured to a first element (2) of recesses or lights formed on a second element dimensioned and positioned to be pluggable on said tenon (3) of plywoods also provided with recesses to allow their engagement on said tenons above the second key element (4) formed of forks with two teeth decreasing in thickness towards the end of the teeth , the interval between the two teeth allowing the positioning of the key on the ground of the post and the force locking of the assembly, the second element being trapped between the plate integral with the first element and the counter plate.
  • the prefabricated assembly according to the invention comprises. more particularly longitudinal elements assembled end to end by fishplates and suitable for constituting the horizontal peripheral rail encircling the perimeter of the construction and carrying vertical posts, the posts being assembled on the rail, the rail comprising for this purpose plates regularly spaced along the rail and carrying tenons necklines, the posts having at their base a base projecting laterally on each side and provided with plug-in light on said studs and thus able to be secured to the rail by keying.
  • the posts have at their top a male keying plate and comprising at least one and preferably two low-profile tenons for receiving by plugging in a female plate and provided for this purpose with lights provided on a high rail joining the poles and overhanging the low beam, surrounding the perimeter of the construction in the upper part and securing the posts, the whole low smooth, high smooth and posts thus forming a peripheral colonnade.
  • the trusses themselves have support consoles for the purlins, and these consoles are provided according to the invention with locking pins, the purlins comprising plug-in lights on these tenons and able to be keyed on the console with interposition a counter plate.
  • the method comprises the installation of a bottom rail 1 formed from profiled elements and assembled by fishplates in a known manner.
  • the two lateral bases 8 and 8 ' are pierced with lights 9 and 9'; one is provided with the dimension to come to be engaged on the tenon 6; the other can advantageously be slightly ovalized so as to allow a certain tolerance; thus the plate 7 can come to engage on the tenons 6 and 6 'to ensure the establishment of the post; the assembly is secured by insertion of keys 10 and 10 'in the form of a fork with two teeth which come to engage, as seen in FIG. 3 so as to insert the neck 12 and 12' of the pins 6 and 6 '; for this purpose, the keys have a decreasing slope towards the end of the teeth.
  • a monolithic structure is thus obtained which gives the construction a particularly effective seat by its rigidity and by its inertia; this seat being independent of the ground; on which it rests purely and simply, allows the construction resistance in particular to seismic movements as we have explained above.
  • the posts are then assembled at their top by a high rail 15 which follows the construction belt, directly above the low rail 1; the top rail is formed, like the bottom rail, from cold-folded sections or sheets which are assembled longitudinally by splicing according to known means.
  • pins 6 and 6 ′ of the low rail lights provided on the high rail 15.
  • the half-trusses have, at the top and at the base of the punch and on each face, reinforcing plates 22, 22 '(at the top) and 23, 23' (at the base).
  • the assembly is obtained by a splicing pin 28 which has two twisted pins 25, which fit into the slots 24; on the opposite face and after interposition of the counter-plate 29, the openings of which engage on the two tenons 25, the head of the tenon 25 is blocked by fitting the key 30.
  • a splicing pin 31, similar to pin 28, is used, comprising two pins 26 which come to fit in the slots 24 of the two plates 23; on the opposite face, the counter-splice 32 is plugged in by its slots on the heads of the tenons 26 and the assembly is blocked by fitting the keys 33.
  • the purlins are mounted on brackets 37, consisting of brackets secured by their sole on a crossbowman at the appropriate place; the bearing face of each console 37 supports a tenon 37 ′ on which lights are inserted. provided on the purlins respectively 34, 35, 36; after interposition of a counter plate 38, the assembly is keyed as previously described.
  • the posts can also receive on a lateral face of the lights or openings 42, 43, 44, allowing the installation and the joining on the posts of the frames.
  • the posts can be differentiated according to the characteristics and plans; it is advantageous to use reinforced posts compared to standard posts especially for angles or for farm support posts.
  • a cable bracing can also be provided in the horizontal plane by cable connecting the corners of the building with respect to the trusses.
  • the assembly thus produced can then be dressed according to architectural plans and according to tastes, climatic conditions, local establishments and traditions etc ...

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP81400048A 1980-01-15 1981-01-15 Vorgefertigtes Gebäude aus Metallelementen Ceased EP0032860A3 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8000800A FR2473589A1 (fr) 1980-01-15 1980-01-15 Procede pour la realisation d'ossature porteuse de batiment a partir d'elements metalliques prefabriques et elements pour la mise en oeuvre du procede
FR8000800 1980-01-15

Publications (2)

Publication Number Publication Date
EP0032860A2 true EP0032860A2 (de) 1981-07-29
EP0032860A3 EP0032860A3 (de) 1981-08-05

Family

ID=9237547

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81400048A Ceased EP0032860A3 (de) 1980-01-15 1981-01-15 Vorgefertigtes Gebäude aus Metallelementen

Country Status (2)

Country Link
EP (1) EP0032860A3 (de)
FR (1) FR2473589A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2167155A (en) * 1984-11-13 1986-05-21 Unerman Greenman Berger Ltd Knock-down fittings
EP4108851A1 (de) * 2021-06-21 2022-12-28 DOKA GmbH Bolzenverbinder, baustruktur, schalungsvorrichtung und verfahren

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1339899A (en) * 1970-12-22 1973-12-05 Oetiker Hans Frame structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2167155A (en) * 1984-11-13 1986-05-21 Unerman Greenman Berger Ltd Knock-down fittings
EP4108851A1 (de) * 2021-06-21 2022-12-28 DOKA GmbH Bolzenverbinder, baustruktur, schalungsvorrichtung und verfahren

Also Published As

Publication number Publication date
FR2473589B1 (de) 1984-04-06
EP0032860A3 (de) 1981-08-05
FR2473589A1 (fr) 1981-07-17

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