EP0194949B1 - Allgemein nützliches Gebäude, insbesondere Kaufhalle - Google Patents

Allgemein nützliches Gebäude, insbesondere Kaufhalle Download PDF

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Publication number
EP0194949B1
EP0194949B1 EP86400543A EP86400543A EP0194949B1 EP 0194949 B1 EP0194949 B1 EP 0194949B1 EP 86400543 A EP86400543 A EP 86400543A EP 86400543 A EP86400543 A EP 86400543A EP 0194949 B1 EP0194949 B1 EP 0194949B1
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EP
European Patent Office
Prior art keywords
beams
capital
edge
cross
ridge
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
EP86400543A
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English (en)
French (fr)
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EP0194949A1 (de
Inventor
Pierre Joseph Victor Le Foll
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.)
Etude - Promotion - Architecture Sepr Ste
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Etude - Promotion - Architecture "sepra" Ste
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Publication of EP0194949A1 publication Critical patent/EP0194949A1/de
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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

Definitions

  • the present invention relates to a collective building according to the preamble of claim 1.
  • Such a building is described in French patent no . 948 730. It comprises aligned posts which define spans and support, for each span, a roof structure.
  • This frame comprises trusses each consisting of two rafters defining the slopes of the roof and connected at the head by a hip and at the feet by an entry. Each end of an entry is fitted into a fitting integral with one of the wings of a U-shaped profile fixed to the top of a post.
  • the hips of the farms are connected by ridge elements. Channel elements are fitted and fixed in the U-shaped sections of the posts.
  • a very advantageous beam is known especially by the Australian Patent No. 527 716 and can be used in many application areas. In particular, it can be in that of the aforementioned known building.
  • It comprises two wooden frames connected by a corrugated metal core whose toothed edges are forced into said frames.
  • This very light beam has a relatively high longitudinal moment of inertia and therefore has a resistance such that it can be used in large spans.
  • the present invention therefore aims to design, with beams of this type or another having the same advantages, a roof structure similar to that of French Patent No. 948 730, but free of additional connecting elements and bracing other than self-supporting cover panels, such as metal bins, and load-bearing posts and their capitals.
  • the bottom line is that the cost of the building is lower than that of the existing stores.
  • the longitudinal edge beams and the transverse beams forming the entrance have the same I-section, each transverse beam of the same span directly supporting, in its middle part, at least one longitudinal beam.
  • ridge determining by its height the slope of the two roof slopes based on this ridge beam and the two adjacent edge beams.
  • the beams are constituted by two wooden frames connected by a core of corrugated metal sheet whose toothed edges are forced into said frames.
  • the capitals of the same alignment of posts support two lines of edge beams placed end to end to the right of each marquee, these lines of edge beams being parallel to each other, the upper members of these beams being connected by the gutter, and the lower members supporting a technical sheath.
  • each marquee is constituted by a U-shaped profile, the descending wings of which are connected by partitions to form a cap intended to cover the head of the corresponding pole and are extended, near the projecting ends of the profile, by ascending fins, the four edge beams and the two transverse beams carried by the marquee in question resting on the core of said profile respectively crosswise and halfway across, in the axis and between the fins.
  • the crossing node of a transverse beam and two aligned ridge beams comprises a fitting constituted by two U-shaped profiles fixed in cross to each other by their webs and fitted respectively on the upper frame of the beam. transverse and mid-length under the aligned lower members of the ridge beams.
  • the building has several spans 1 parallel to each other. Only five spans are shown in Figure 1 and designated to distinguish them from each other by their general reference followed by their date, namely 1.1 to 1.5.
  • the spans are delimited on the ground by alignments of posts 2 surmounted by capitals 3, alignments which being common to two neighboring spans are designated by the reference 2 followed in brackets by the date of the two neighboring spans, namely 2 (1.2) to 2 (4.5).
  • the frame of each span 1 has two symmetrical slopes defined by a line of ridge beams 4 and two lines of edge beams 5 and 6.
  • each row of posts - 2 (2, 3) for example - support the lines of contiguous edge beams of two adjacent spans - namely lines 5.2 and 6.3. They also support transverse beams 7 forming ties for said neighboring spans, namely beams 7.2 and 7.3.
  • Said beams 4 to 7 are preferably of the known type comprising two wooden frames 9, 10 ( Figures 3 and 4) connected by a core of corrugated metal sheet 11 whose toothed edges are pressed .. force in these frames.
  • These beams have the advantage of being strong enough to give the edges and the ridge pieces a large span. Therefore, the distance D between two posts 2 of the same alignment, 2 (2,3) in the above example, is large and consistent with what is necessary for the installation of displays, racks, bins ... or other arrangements and the reservation of circulation aisles for goods and people (Figure 1).
  • the section of said beams which is the same for all 4, 5, 6, 7 and the half-span of the entry beams 7 are such that the slope of the slopes constituted by self-supporting metal trays 12 fixed to the ridge beams 4 and the edge beams 5, 6, is satisfactory ( Figure 2).
  • the roof structure is therefore limited to said beams 4 to 7 braced by the self-supporting trays 12 which participate in the overall strength.
  • the horizontal bracing can be reinforced (Figure 1) by inclined bars 13 extending in a zig-zag between the end spans and connecting the middle of the transverse beams 7 of the facade to the edge beams 5, 6, as well as by bars in bias 13 'connecting, for the end spans, their corner posts 2 to the penultimate posts of the inner bank of the building.
  • the posts of the facades are preferably covered by self-supporting metal tanks not shown. They then participate in the overall resistance.
  • the vertical bracing can be reinforced (Figure 2) by cross bars 14 connecting at least some of the facade posts.
  • FIG. 3 The mounting of the beams 5 to 7 on the marquee 3 of a post 2 is illustrated in FIG. 3 for the second post 2 (2.3). 2 of alignment 2 (2.3).
  • This marquee has a metal U-shaped profile, the lateral wings 15 of which are connected by internal partitions 16 to form a cap covering the head of the post 2 and fixed thereto by means of lag screws 17.
  • the lateral wings 15 are shaped as trapezoids, the ends of which project into the neighboring spans, 1.2 and 1.3 for the chosen post.
  • On the core 17 of the marquee profile are placed the lower members 10.2 of the two aligned 5.2 edge beams, the joint of these being placed at mid-width of the core; similarly, the lower members 10.3 of the two aligned edge beams 6.3 are placed on the core 18 so that the joint is also located at mid-width thereof.
  • the edge members 10.2 and 10.3 are braced by a technical sheath 19 extending over the entire length of the corresponding span; they are also held in place symmetrically with respect to the axis of the post 2 (2, 3) by the transverse beams 7.2 and 7.3.
  • the lower members 10.2 and 10.3 of these transverse beams rest on the core 17 of the marquee 3 and are centered by fins welded thereon to form forks placed outside the edge beams.
  • threaded rods 21 disposed near the ends of the beams 7.2, 7.3, on either side of their core 11.2, 11.3, pass through the core 18 of the marquee 3, the members 10.2, 10.3 and 9.2, 9.3 these beams and flanges 22 resting on the upper members 9.2 and 9.3 of the beams 5.2 and 7.2, 6.3 and 7.3; the threaded rods 21 cooperate with nuts ensuring the fixing of all these beams together and with the marquee; of course, so that the flanges 22 do not deform the edge beams 5.2 and 6.3 during tightening, wooden stays 23 are interposed between the frames 9.2 and 10.2, 9.3 and 10.3 of these beams astride their joints and on the side cross beams 7.2 and 7.3.
  • the grid of the beams 5, 6 and 7 is perfectly maintained in shape and integral with the capitals 3 of the posts 2.
  • the upper members 9.2 and 9.3 of the edge beams 5.2 and 6.3 are spaced apart from one another and allow the installation of a gutter or gutter 24 above which the edges of the self-supporting cover trays 12 terminate.
  • the mounting of the beams 4 on the beams 7 is illustrated in FIG. 4.
  • a fitting 30 ensures the connection of the transverse beam 7.2 with two ridge beams 4.2 placed in line end to end so that their joint is located perpendicular to the axis of said beam 7.2.
  • the fitting 30 comprises two U-shaped sections 31 and 32 arranged in a cross and welded soul against soul.
  • Profile 31 is open at the bottom and fits onto the upper chord 9.2 of the entry beam 7.2, being fixed to it by means of lag bolts 33.
  • Profile 32 is open at the top and receives the aligned lower chords 10.2 of the ridge beams 4.2 , the profile being fixed on these members by means of lag screws 34.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (6)

1. Kollektivbauwerk, insbesondere für ein Lagerhaus, umfassend fluchtrechte Pfeiler, die Zwischenräume begrenzen und für jeden Zwischenraum eine Dachkonstruktion mit zwei Schrägen tragen, welche insbesondere Dachbalken aufweist, deren Enden jeweils auf einem ortsfesten Aufsatz am Kopf jedes Pfeilers ruhen, wobei ein mittleres Firstelement die Dachbalken verbindet und ein Rinnenelement parallel zu ersterem die Aufsätze der Pfeiler ein- und derselben Zwischenraumreihe verbindet, und wobei der Aufsatz (3) jedes Pfeilers (2) mindestens einen Randlängsträger (5, 6) und mindestens einen Dachbalken bildenden Querträger (7) aufnimmt, welche Träger einander in einem rechten Winkel koplanar kreuzen, dadurch gekennzeichnet,
- daß die Randlängsträger (5, 6) und die Dachbalken bildenden Querträger (7) den gleichen I-förmigen Querschnitt haben,
- und daß jeder Querträger (7) ein- und desselben Zwischenraums (1) in seinem Mittelteil mindestens einen Firstziegel-Längsträger (4) direkt trägt, welcher mit seiner Höhe die Steigung zweier sich auf diesem Firstziegel-Längsträger und den beiden benachbarten Randträgern abstützenden Dachflächen (12) festlegt.
2. Bauwerk nach Anspruch 1, dadurch gekennzeichnet, daß sämtliche Träger durch zwei Gurten (9, 10) aus Holz gebildet sind, die durch einen Steg (11) aus Wellblech, dessen gezahnte Ränder kraftschlüssig in den Gurten eingelassen sind, miteinander verbunden sind.
3. Bauwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Aufsätze (3) ein- und derselben Flucht von Pfeilern (2) zwei Reihen von an der Stelle jedes Aufsatzes Stoß an Stoß angeordneten Randträgern (5, 6) tragen, welche Reihen von Randträgern zueinander parallel sind, wobei die oberen Gurten (9) dieser Träger mittels der Rinne (24) verbunden sind und die unteren Gurten eine technische Hülse (19) festhalten.
4. Bauwerk nach Anspruch 3, dadurch gekennzeichnet, daß die vier Randträger (5, 6) ein- und desselben Aufsatzes (3) von der technischen Hülse (19) umkleidet sind, welche sich über die unteren Gurten (10) dieser Träger zwischen ihren Stegen (11) erstreckt und am betreffenden Aufsatz befestigt ist, wobei die Gurten (9, 10) der beiden zusammengehörenden Querträger (7) an den Gurten (9, 10) der vier Randträger (5, 6), ihre Fugen übergreifend, anstoßen.
5. Bauwerk nach Anspruch 4, dadurch gekennzeichnet, daß jeder Aufsatz (3) durch ein U-Profil gebildet ist, dessen hinunterragende Schenkel (15) zwecks Bildung eines Aufsatzes zum Übergreifen des Kopfes des entsprechenden Trägers durch Zwischenwände (16) verbunden sind und nahe den vorstehenden Enden des Profils durch aufragende Flügel (20) verlängert sind, wobei die vier Randträger (5, 6) und die zwei Querträger (7), die vom betreffenden Aufsatz getragen sind, auf dem Steg (18) des Profils der Quere nach bzw. in halber Breite in der Achse bzw. zwischen den Flügeln ruhen.
6. Bauwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der Kreuzungspunkt eines Querträgers (7) mit zwei fluchtenden Firstziegelträgern (4) eine Armierung (30) umfaßt, die durch zwei U-Profile (31, 32) gebildet ist, welche mit ihren Stegen kreuzförmig aneinander befestigt und am oberen Gurt (9) des Querträgers (7) bzw. in halber Länge unterhalb der unteren, mit den Firstziegelträgern (4) fluchtenden Gurten (10) eingesetzt sind.
EP86400543A 1985-03-14 1986-03-14 Allgemein nützliches Gebäude, insbesondere Kaufhalle Expired EP0194949B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8503772A FR2578883B1 (fr) 1985-03-14 1985-03-14 Batiment collectif notamment pour magasin
FR8503772 1985-03-14

Publications (2)

Publication Number Publication Date
EP0194949A1 EP0194949A1 (de) 1986-09-17
EP0194949B1 true EP0194949B1 (de) 1989-05-31

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EP86400543A Expired EP0194949B1 (de) 1985-03-14 1986-03-14 Allgemein nützliches Gebäude, insbesondere Kaufhalle

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EP (1) EP0194949B1 (de)
DE (1) DE3663704D1 (de)
FR (1) FR2578883B1 (de)
OA (1) OA08283A (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938719A (zh) * 2014-05-15 2014-07-23 苏州工业园区设计研究院股份有限公司 大柱间距厂房墙面的t形墙架

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT407885B (de) * 1998-06-04 2001-07-25 Wolf Systembau Gmbh & Co Kg Gebäude
CN111794384B (zh) * 2020-07-13 2024-06-25 沈阳建筑大学 一种模块化拼接梁柱体系

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR948730A (fr) * 1946-02-21 1949-08-09 Perfectionnement aux structures de bâtiments
US2692033A (en) * 1950-01-05 1954-10-19 Kovco Sales Co Canopy structure
US3398491A (en) * 1965-05-13 1968-08-27 Henry N. Babcock Building construction and method
US3624974A (en) * 1969-06-27 1971-12-07 Raymond Waddington Building enclosure structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103938719A (zh) * 2014-05-15 2014-07-23 苏州工业园区设计研究院股份有限公司 大柱间距厂房墙面的t形墙架
CN103938719B (zh) * 2014-05-15 2016-11-23 中衡设计集团股份有限公司 大柱间距厂房墙面的t形墙架

Also Published As

Publication number Publication date
DE3663704D1 (en) 1989-07-06
OA08283A (fr) 1987-10-30
FR2578883B1 (fr) 1987-07-03
EP0194949A1 (de) 1986-09-17
FR2578883A1 (fr) 1986-09-19

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