EP0864702B1 - Traggerüst für Gebäude hergestellt von kaltgewalzten Profilen - Google Patents

Traggerüst für Gebäude hergestellt von kaltgewalzten Profilen Download PDF

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Publication number
EP0864702B1
EP0864702B1 EP19980102940 EP98102940A EP0864702B1 EP 0864702 B1 EP0864702 B1 EP 0864702B1 EP 19980102940 EP19980102940 EP 19980102940 EP 98102940 A EP98102940 A EP 98102940A EP 0864702 B1 EP0864702 B1 EP 0864702B1
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EP
European Patent Office
Prior art keywords
wings
column
sections
edges
frame according
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 - Lifetime
Application number
EP19980102940
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English (en)
French (fr)
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EP0864702A1 (de
Inventor
Didier Bocquet
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MODUHALL SA
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Moduhall SA
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Publication date
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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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E04B2001/2448—Connections between open 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel 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
    • E04B2001/2487—Portico type structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped

Definitions

  • the present invention relates to a framework of building made from cold sections forming posts and sleepers and connected together by joining pieces produced as cold pieces profiled, having a shape allowing their stacking.
  • connection pieces of posts and sleepers are made in the form of bent boxes adapted to receive the ends of the profiles to assemble. Then, the case is reinforced by addition of a reinforcement piece which will be welded to the construction site.
  • connecting pieces leads considerable disadvantages. We see in particular that these connecting pieces have a structure relatively complex and that they are heavy and bulky, making transportation difficult and storage, and their assembly requires tools specific. These drawbacks exclude the use of composite posts and sleepers formed for example by assembly of two C profiles arranged back to back. Through therefore, we must be content with simple profiles and to have an acceptable rigidity, the posts at relatively short distances.
  • this connecting piece has the disadvantage of not presenting, at its upper part, wing flange capable of being bolted to sleeper wings.
  • the connecting piece in question allows limited reinforcement of sleepers and beams and should therefore be reserved for construction of small buildings.
  • this connecting piece has the downside of requiring two separate elements this which multiplies the number of different pieces to be stored and causes an increase in time and labor for fixing to posts and crosspieces.
  • the object of the present invention is to provide a building framework which overcomes the disadvantages of the state of the art, which have just been described, that is to say of which the connecting pieces of the beams and sleepers have only one element capable of providing alone sufficient reinforcement for construction of large buildings.
  • the building frame according to the invention is characterized in that the pieces of junction are Z-shaped parts, and in that the posts and ties are each formed by two C profiles mounted back to back and connected by the pieces junction arranged between the base parts of the profiles mounted back to back, the wings of the Z-shaped junction being fixed on the faces outside of the corresponding wings of the C-sections.
  • a junction piece of a post formed by two C-profiles mounted back to back and a crosspiece formed by two C profiles mounted back to back, and of which the ends to be joined are arranged in the same plane by being juxtaposed one from the other is constituted a flat base plate with two outer edges adjacent have an angle corresponding to the angle formed by the ends of the post and the cross join, while the edges adjacent to these edges, advantageously perpendicular to these, are free of edges along the length corresponding to the width of a C-section, and, when assembled, the base plate is engaged between the C-profiles of the end of the post and between the C-profiles of the end of the crosspiece, with the flanges fixed on the outer faces of the wing tips of the two C-profiles located in the same plan, post and crossbar.
  • the edge of the base plate of the junction piece of a post and a crosspiece, which connects the aforementioned edges with no edges has a ledge oriented in the opposite direction to the edge of the two adjacent edges supra.
  • FIG 1 shows a framework of a building comprising over its length a number of gantries 1 produced according to the present invention.
  • Each gantry includes two posts 2 formed by the back-to-back mounting of two cold C profiles 3a, 3b shown in more detail in Figure 3 and two sleepers 5 mounted end to end at an angle ⁇ and each also formed by two cold sections 3a, 3b in C arranged back to back and connecting pieces 7, 8 and 9 respectively to fix the posts 2 on a foundation structure 10, to connect a post 2 to a cross 5 and to connect the two cross one to the other.
  • Post leg junction piece 7 (figure 6) is formed by a cold Z-shaped part comprising a flat part 12 whose two edges opposites are folded back to form Z wings 13 oriented in opposite directions.
  • the connecting piece 7 to fix the end of the post 2 on a plate 14 forming part of the foundation structure 10, we place the connecting piece 7 so that its flat part 12 either located between the bases of the two profiles 3 in C of the post and that the wings 13 of the junction piece are applied against the outer faces of corresponding wings of the two sections 3, the part 7 being welded on the plate 14.
  • the fixing of the C-profiles on the Z-junction piece is made advantageously by bolting the profiles as indicates the assembly holes.
  • a junction piece 8 of a post 2 and a cross member 5 is formed by a flat plate 16 of which two adjacent edges have edges perpendiculars 17, 18 forming profile wings oriented in the same direction.
  • Edges 19, 20 adjacent to wing edges 17 and 18 respectively have a length which corresponds to the width of a C-profile and have no wings.
  • the free ends of these edges are connected by an edge 21 which is provided with a flange 22 extending in the opposite direction to that of wings 17 and 18.
  • the coin junction is placed between the bases of the two profiles 3a, 3b in C of the post 2, on the one hand, and between the bases of the two sections 3a, 3b at C of the crosspiece 5, on the other hand, so that the wings 17 and 18 are supported on the outer surfaces of the wings external sections 3a located in the same plane, of the post and the crosspiece. Since wing 22 of the connecting piece extends in the direction opposite that of the wings 17, 18, it is interposed between the inner wings of others sections 3b of the post and the cross-member. We obtain thus a very rigid assembly of the post profiles and the sleeper.
  • the fixing of the junction piece on the profiles is done by bolting.
  • Figure 4 shows the through holes 28 of the bolts, made in the profiles and the connecting piece.
  • the part 9 for joining two crosspieces is formed by a plate plane 30 of which two adjacent edges are provided with flanges forming wings 31 and 32 and extending perpendicularly from the plane of the plate 30, in the same direction, forming the angle ⁇ between them above.
  • Edges 33 and 34 adjacent to the edges 31 and 32, each perpendicular to the edge have a slightly longer length greater than the width of a C profile. These edges are devoid of wings.
  • Their free ends are connected by a straight edge which is provided with a rim 35 which extends perpendicularly from the plane of the plate 30 in the direction opposite to the edges 31 and 32.
  • the piece of junction is interposed between the two pairs of profiles 3a and 3b with the wings 31 and 32 resting on the outer faces of the profile wings 3a are finding in the same plane while wing 35 extends between the lower wings of the other two sections 3b of the post and the crossbar, located also in the same plane.
  • Figure 10 shows the assembly of a pole 2 and a cross 5, by means of a connecting piece 8 as described with reference to FIG. 4, but provided with reinforcing pieces 40 and 41.
  • the parts shown respectively in Figures 8 and 9 have a right angle shape and are configured to be bolted to the workpiece junction at edge 21 and the junction of edges 17, 18 respectively, on the free face of the part 8.
  • the joining part then also comprises a ledge on its other side. Attachment of parts reinforcement 40, 41 is done by bolting as indicates the holes in the parts of reinforcement and shown in figure 10.
  • the building frame according to the invention only uses cold sections which are manufactured completely before assembly and galvanized. Thanks to their general Z shape, the pieces junction can be stacked and easily transported to the site. Since the pieces of junction are simple Z-shaped parts, they do not have a low weight, which allows to realize the construction of the framework without specific tools and bulky such as cranes.
  • Another advantage of the invention lies in the fact that the bases of profiles a and b of posts and sleepers are spaced a distance corresponding to the thickness of the connecting pieces, making it possible to easily mount supports for example for the realization of a showcase, glass entry doors, interior partitions or overhead crane structure. Given the arrangement of these supports between the two profiles of a post or a crosspiece, we obtain always a symmetrical support structure.

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

Claims (8)

  1. Gebäudegerüst verwirklicht aus kaltgegossenen Formstahlprofilen wie Pfosten (2) und Querbalken (5) und untereinander durch Verbindungsteile (7, 8, 9) aus kaltgegossenen Eisenprofilen verbunden, deren Form es ermöglicht, sich aufeinander zu stapeln , dadurch gekennzeichnet daß die Verbindungsteile (7, 8, 9) Z-Profile daß darstellen und daß die Pfosten (2) und Querbalken (5) jeweils zwei C-Profile formen (3a, 3b), die Rücken an Rücken montiert werden und durch die Verbindungsteile (9), die zwischen den Grundplatten der Rücken an Rücken montierten Profile angeordnet sind, die Flügel der Verbindungsteile in Z-Form an den Außenseiten der zu den C-Profilen (3a, 3b) passenden Flügel angebracht sind.
  2. Gerüst nach Anspruch 1, dadurch gekennzeichnet daß ein Verbindungsteil (8), einen Pfosten (2) und einen Querbalken (5) bestehend aus einer flachen Grundplatte (16) bei der zwei aneinanderstoßende Außenseiten mit senkrecht zur Grundplatte (16) angebrachten Einfassungen (17, 18) versehen sind und zwischen sich einen Winkel (β) durch die Pfostenenden und den hinzuzufügenden Querbalken bilden, während die Ränder (19, 20) der an die Außenränder stoßenden und mit Einfassungen (17, 18) versehenen Grundplatte (16) keine Einfassung haben,
       und daß im Montagezustand die Grundplatte (16) zwischen die Grundlinie der C-Profile der Pfostenenden und des Querbalkens eingefügt wird, die Einfassungen (17, 18) werden an den Außenseiten der äußeren Außenflügel der zwei C-Profile (3a) befestigt, die sich auf gleicher Ebene am Pfosten (2) wie am Querbalken (5) befinden.
  3. Gerüst nach Anspruch 2, dadurch gekennzeichnet daß die Ränder (19, 20) ohne Einfassungen eine Länge gemäß ihrer Eingangslänge zwischen den Profilen (3a, 3b) des Pfostens und des Querbalkens haben,
       und daß die Randenden (19, 20) keine Einfassung haben durch einen Rand (21) mit Einfassung (22) verbunden sind in die entgegengesetzte Richtung ausgericht zu die Einfassungen (17, 18) der Außenränder, wobei die Einfassung zwischen den Flügeln der anderen Profile (3b) auf der selben Ebene am Pfosten (2) und am Querbalken (5) angebracht ist.
  4. Gerüst nach einer der vorhergehende Ansprüche dadurch gekennzeichnet daß ein Verbindungsteil (9) von zwei Querbalken (5), besteht aus :
    einen Teil in Form einer flachen Platte (30) zum Einsetzen zwischen die Grundlinien der Profile (3a, 3b) der zwei Querbalken (5),
    anstoßende flügelbildende (31, 32) Einfassungen in die gleiche Richtung ausgerichtet ab der flachen Grundfläche (30) und dazu bestimmt an den Außenseiten der zwei Profile (3a) angebracht zu werden, die auf gleicher Ebene liegen, und
    eine flügelbildende Einfassung (35) an der Seite gegenüber den Flügeln (31, 32) und in die gegengesetzte Richtung ausgerichtet, dieser Flügel (35) wird dabei zwischen die unteren Flügel der anderen Profile (3b) angebracht, die auf gleicher Ebene liegen.
  5. Gerüst nach einer der vorhergehende Ansprüche dadurch gekennzeichnet daß ein Verbindungsteil (7) einer Pfosten (2) an Gebäudegrundlage (10) ist verwirklicht in Gestalt einer Z-formigen Platte mit zwei parallelen Einfassungen (13) und in die entgegengesetzte Richtung weisend und daß dieses besagte Verbindungsteil (7) wird zwischen zwei Profile (3a, 3b) am unteren Ende des Pfostens (2) mit einem Flügel (13) auf der äußeren Seite angebracht, die einem Profil (3a) und dem anderen Flügel (13) entspricht, der auf der äußeren Seite des hierzu passenden anderen Profils (3b) montiert wird.
  6. Gerüst nach einer der Ansprüche 2 bis 5 dadurch gekennzeichnet daß zur Verstärkung dienenden Teile (40, 41) in Form eines Winkeleisens, das an den freien Rändern der Verbindungsteile (8, 9), die vorher beschriebenen Einfassungen angepaßt sind, angebracht werden soll .
  7. Gerüst nach einer der Ansprüche 2 bis 6 gekennzeichnet durch Anbringen zusätzlicher Baustützen zwischen den Grundlinien der Profile (3a, 3b), die Rücken an Rücken an einen Pfosten (2) oder einen Querbalken (5) montiert sind.
  8. Gerüst nach einer der vorhergehende Ansprüche gekennzeichnet durch das Montieren von Pfosten (2), Querbalken (5) und Verbindungsteilen (7, 8, 9) mittels Verschraubung.
EP19980102940 1997-03-12 1998-02-20 Traggerüst für Gebäude hergestellt von kaltgewalzten Profilen Expired - Lifetime EP0864702B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE9700218 1997-03-12
BE9700218A BE1011042A3 (fr) 1997-03-12 1997-03-12 Ossature de batiment realisee a partir de profiles a froid.

Publications (2)

Publication Number Publication Date
EP0864702A1 EP0864702A1 (de) 1998-09-16
EP0864702B1 true EP0864702B1 (de) 2003-05-02

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EP19980102940 Expired - Lifetime EP0864702B1 (de) 1997-03-12 1998-02-20 Traggerüst für Gebäude hergestellt von kaltgewalzten Profilen

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EP (1) EP0864702B1 (de)
BE (1) BE1011042A3 (de)
DE (1) DE69813939D1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU205941U1 (ru) * 2021-04-13 2021-08-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Узел рамы с затяжкой

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2794153B1 (fr) * 1999-05-26 2001-10-05 Migafrance Ensemble pret a monter d'ossature de batiment en acier profile a froid avec son systeme de ventilation pour l'elevage des animaux
KR100394472B1 (ko) * 2000-08-02 2003-08-19 주식회사 스틸빌리지 스틸하우스 구조
US7310920B2 (en) 2004-05-06 2007-12-25 Hovey Jr David Two-way architectural structural system and modular support member
RU2488666C2 (ru) * 2011-09-09 2013-07-27 Закрытое акционерное общество "ИНСИ" Рама каркаса здания
RU2484212C1 (ru) * 2011-12-02 2013-06-10 Всеволод Эдуардович Глуховцев Узел металлического рамного каркаса здания
US10006193B1 (en) * 2017-02-07 2018-06-26 Tai Yu Liu Lightweight steel construction
PL244373B1 (pl) * 2020-05-22 2024-01-22 Rembisz Stanislaw Firma Produkcyjno Uslugowo Handlowa Kobex Rama nośna hali stalowej jednonawowej

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1434029A1 (de) * 1962-10-29 1969-09-25 Schrettenbrunner Geb Hirzmann Montagefertige Wand
US3606418A (en) * 1969-03-10 1971-09-20 Armco Steel Corp Structural member
FR2247597B1 (de) * 1973-10-12 1978-03-24 Vallourec
FR2304734A1 (fr) * 1975-03-20 1976-10-15 Sibert Serge Structure metallique a base d'elements emboutis et/ou plies
GB1534297A (en) * 1975-08-29 1978-11-29 Metal Sections Ltd Purlins
GB1590435A (en) * 1976-07-28 1981-06-03 T I Metsec Ltd Sleeve or lapped joints in purlin assemblies
US4342177A (en) * 1979-06-18 1982-08-03 Smith Donald A Prefabricated steel frame building construction components and methods

Cited By (1)

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BE1011042A3 (fr) 1999-04-06
DE69813939D1 (de) 2003-06-05

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