EP0080398B1 - Ossature de bâtiment industriel constituée en éléments préfabriqués de béton armé - Google Patents

Ossature de bâtiment industriel constituée en éléments préfabriqués de béton armé Download PDF

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Publication number
EP0080398B1
EP0080398B1 EP82402059A EP82402059A EP0080398B1 EP 0080398 B1 EP0080398 B1 EP 0080398B1 EP 82402059 A EP82402059 A EP 82402059A EP 82402059 A EP82402059 A EP 82402059A EP 0080398 B1 EP0080398 B1 EP 0080398B1
Authority
EP
European Patent Office
Prior art keywords
trusses
post
beams
concrete
elements
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.)
Expired
Application number
EP82402059A
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German (de)
English (en)
French (fr)
Other versions
EP0080398A1 (fr
Inventor
Jean-François Lamoure
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
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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 AT82402059T priority Critical patent/ATE19117T1/de
Publication of EP0080398A1 publication Critical patent/EP0080398A1/fr
Application granted granted Critical
Publication of EP0080398B1 publication Critical patent/EP0080398B1/fr
Expired 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
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor

Definitions

  • the invention relates to buildings and, more particularly, to those which are intended for industrial and commercial uses.
  • This frame intended to receive the cover, possibly by means of purlins, has, compared to the metal frames often used in industrial buildings, the advantages inherent in concrete (inalterability, fire stability, etc.), while being, thanks to its structural features, competitive in terms of manufacturing and installation prices. In addition, it has an attractive aesthetic appearance and, using a relatively small number of posts, leaves the ground clear over large areas.
  • FR-A-1111844 describes a method of constructing such frameworks, according to which the beams fit into vertical notches formed at the upper end of the support post.
  • the invention proposes to solve the aforementioned problem by means of a load-bearing framework constituted by an assembly of prefabricated elements of vertical and horizontal reinforced concrete of substantially parallelepiped shape, playing the role of a traditional roofing support comprising, in known manner in itself, a network of beams and trusses supported by poles and absorbing the horizontal component of the thrusts exerted by the roof, characterized in that this result is obtained without having to provide the trusses with the traditional horizontal elements which absorb the said horizontal component , that said network comprises ridge beams and sand pits, that at least some of the nodes of said network and, advantageously, one node out of two along the beam, does not have a post and that the beams are made in one piece and each trusses is made up of two half trusses whose opposite ends bear obliquely on the respective faces s of each beam, on either side of a recess formed in the upper edge of the thickness of the beam, said recess allowing the passage of irons incorporated into the
  • the frame shown in Figure 1 is, by way of example, intended for the realization of a rectangular store 80 m long and 48 m wide. It is made up of ridge beams 2-3-4 and sand pits 1-5 and transverse reinforced concrete half-trusses such as 6-7-8-9, 10-11-12-13, supported by reinforced concrete posts. such as 14-19.
  • Each of the two gable walls comprises, for example, a post 14-15-16 every 20 m while each of the two long sections has a post, such as 14-17-20, every 12 m.
  • each half-farm crosses, without any support, an interval of approximately 20 m
  • all the supports of one half-farm on two or more are made without a post and result from assembly with a longitudinal beam.
  • the important advantage of this structure is that the ground of each of the 12x20 m meshes has only one post at each corner, with no central or intermediate post. In addition to clearing the ground, reducing the number of posts is obviously a saving.
  • the half-trusses being straight support pieces uneven, they develop no horizontal thrust at their ends, despite their inclination; this makes it possible to delete the posts at certain nodes.
  • the assembly between the longitudinal beam 2-2 "and two half-trusses 21-22 is carried out by means of an anchoring 23 made up of irons welded together and respectively secured to the ends opposite the two half-trusses and two opposite edges of a recess in the beam.
  • anchoring 23 made up of irons welded together and respectively secured to the ends opposite the two half-trusses and two opposite edges of a recess in the beam.
  • These irons can be straight and welded, as in the case of the figure, or in the form of traditional anchor loops, or the like and they are covered a protective concrete keying which fills the recess.
  • Buckets 24-25 advantageously made of concrete and integral with the two respective faces of the beam, receive the ends of the half-trusses 21-22, which are thus positioned correctly in the extension of one another and cannot rotate laterally after installation. These buckets do not undergo any lateral thrust.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP82402059A 1981-11-23 1982-11-10 Ossature de bâtiment industriel constituée en éléments préfabriqués de béton armé Expired EP0080398B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82402059T ATE19117T1 (de) 1981-11-23 1982-11-10 Traggeruest fuer industriegebaeude, aus vorgefertigten stahlbetonteilen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8121902A FR2516968A1 (fr) 1981-11-23 1981-11-23 Ossature de batiment industriel constituee en elements prefabriques de beton arme
FR8121902 1981-11-23

Publications (2)

Publication Number Publication Date
EP0080398A1 EP0080398A1 (fr) 1983-06-01
EP0080398B1 true EP0080398B1 (fr) 1986-04-09

Family

ID=9264265

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82402059A Expired EP0080398B1 (fr) 1981-11-23 1982-11-10 Ossature de bâtiment industriel constituée en éléments préfabriqués de béton armé

Country Status (5)

Country Link
US (1) US4550536A (cg-RX-API-DMAC7.html)
EP (1) EP0080398B1 (cg-RX-API-DMAC7.html)
AT (1) ATE19117T1 (cg-RX-API-DMAC7.html)
DE (1) DE3270475D1 (cg-RX-API-DMAC7.html)
FR (1) FR2516968A1 (cg-RX-API-DMAC7.html)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6449791B1 (en) 2001-03-19 2002-09-17 Dennis A. Vodicka Prefabricated pier system
ES2277688B1 (es) * 2002-07-16 2008-05-16 Asociacion Mgp I+D Sistema modular de edificacion de naves industriales.
US20040104498A1 (en) * 2002-12-02 2004-06-03 David Schneider Tubular sleeve insert for creating a void in precast concrete
ITBO20020777A1 (it) * 2002-12-12 2004-06-13 Mario Tamburini Elementi prefabbricati di pilastri e di travi in cemento
US8336276B2 (en) * 2010-12-30 2012-12-25 Nikolay P Tikhovskiy Modular construction system and components and method
WO2015195593A1 (en) 2014-06-17 2015-12-23 Tindall Corporation Pipe racks
US9371648B1 (en) 2015-09-02 2016-06-21 Nikolay P. Tikhovskiy Concrete building structure and method for modular construction of same

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1031079A (en) * 1909-11-16 1912-07-02 Unit Construction Co Concrete construction.
US1088676A (en) * 1911-09-28 1914-03-03 Ferro Concrete Construction Company Beam and girder.
GB115457A (en) * 1917-04-05 1918-05-06 Charles Henry Heathcote New or Improved Constructional Elements and Method of Assembling and Uniting the same in the Erection of Reinforced Concrete Buildings or like Structures.
FR1111844A (fr) * 1954-10-01 1956-03-05 Procédé de construction d'ossatures en béton armé
FR1380023A (fr) * 1964-01-08 1964-11-27 Procédé de construction d'ossatures porteuses en béton armé, à l'aide de poteaux et de poutres préfabriqués
BE660633A (cg-RX-API-DMAC7.html) * 1965-03-04
FR2273913A1 (fr) * 1974-06-04 1976-01-02 Desse Freres Anciens Ets Systeme d'assemblage d'elements constructifs prefabriques en beton arme permettant la realisation d'ossature de batiments trames a la maille de 7,20 m
US4328651A (en) * 1980-01-14 1982-05-11 American Beverage Machinery, Inc. Precast concrete constructions

Also Published As

Publication number Publication date
FR2516968B1 (cg-RX-API-DMAC7.html) 1984-06-15
EP0080398A1 (fr) 1983-06-01
ATE19117T1 (de) 1986-04-15
FR2516968A1 (fr) 1983-05-27
US4550536A (en) 1985-11-05
DE3270475D1 (en) 1986-05-15

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