EP0864702A1 - Ossature de bâtiment réalisée à partir de profilés à froid - Google Patents
Ossature de bâtiment réalisée à partir de profilés à froid Download PDFInfo
- Publication number
- EP0864702A1 EP0864702A1 EP98102940A EP98102940A EP0864702A1 EP 0864702 A1 EP0864702 A1 EP 0864702A1 EP 98102940 A EP98102940 A EP 98102940A EP 98102940 A EP98102940 A EP 98102940A EP 0864702 A1 EP0864702 A1 EP 0864702A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profiles
- post
- junction
- edges
- wings
- 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.)
- Granted
Links
- 230000002787 reinforcement Effects 0.000 claims description 7
- 229910000746 Structural steel Inorganic materials 0.000 claims 1
- 241001669679 Eleotris Species 0.000 description 1
- 244000245420 ail Species 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
Images
Classifications
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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
- 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 connecting pieces.
- connecting pieces posts and sleepers are made in the form of angled boxes adapted to receive the ends of the profiles to be assembled. Then, the case is reinforced by adding a reinforcement piece which will be welded on site.
- junction pieces have a relatively complex structure and that they are heavy and bulky, making it difficult to transport and storage, and their assembly requires a specific tools.
- These disadvantages exclude the use of composite posts and sleepers formed for example by assembling two profiles in C arranged back to back. Therefore, one must content with simple profiles and to have a acceptable stiffness, the posts must be placed relatively short distances.
- 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.
- the building framework according to the invention is characterized in that the connecting parts are produced in the form of parts in cold profiles, having a shape allowing stacking them.
- the connecting pieces are pieces Z-shaped.
- the posts and crosspieces are formed each by two C profiles mounted back to back and connected by connecting pieces arranged between the basic parts of the profiles mounted back to back, the wings of the Z-profiles being fixed to the faces outside of the corresponding wings of the profiles in vs.
- a junction piece of a post formed by two C-profiles mounted back to back and one cross member formed by two C profiles mounted back to back, and the ends to be joined are arranged in the same plane by being juxtaposed one of the other, consists of a flat base plate the two adjacent outer edges of which have a angle corresponding to the angle formed by the ends of the post and crosspiece to be joined, while the edges adjacent to these edges, advantageously perpendicular to these, have no edges on the length corresponding to the width of a C-section, and, in the assembled state, the part of base plate is engaged between the C-profiles of the end of the post and between the C-profiles of the end of the cross, 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 cited above.
- FIG 1 shows a framework of a building comprising over its length a number of gantries 1 made according to the present invention.
- Each gantry includes two posts 2 formed by the back-to-back mounting of two cold C sections 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, the two edges of which opposites are folded back to form wings 13 of the Z 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 mentioned 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 ledges 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 crosspiece, 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, Junction pieces can be stacked and easily transported to the site. Since the pieces junction are simple Z-shaped parts, they only have a low weight, which allows carry out the construction of the framework without specific and bulky tools such as cranes.
- Another essential advantage of the invention lies in the fact that the bases of profiles a and b posts and crosspieces are separated by one distance corresponding to the thickness of the pieces of junction, which makes it easy to mount supports for example for the realization of a display case, glazed entry doors, partitions interior or overhead crane structure. Being given the position of these supports between the two profiles of a post or a cross, we get 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)
Abstract
Description
- la figure 1 est une vue en perspective montrant une ossature d'un bâtiment selon la présente invention ;
- la figure 2 est une vue en perspective d'un portique de l'ossature de bâtiment selon la figure 1 ;
- la figure 3 est une vue en perspective montrant un profilé à froid en C de l'ossature de bâtiment selon l'invention ;
- la figure 4 est une vue en perspective des extrémités assemblées d'un poteau et d'une traverse de l'ossature de bâtiment selon la présente invention ;
- la figure 5 est une vue en perspective des extrémités assemblées de deux traverses de l'ossature de bâtiment selon l'invention ;
- la figure 6 est une vue en perspective de la partie de pied d'un poteau de l'ossature de bâtiment selon l'invention ;
- la figure 7 est une vue en direction de la flèche VII de la figure 6 ;
- les figures 8a - 8c sont des vues de dessus des deux ailes d'une pièce de renforcement de pièce de jonction selon l'invention et dans la direction axiale;
- les figures 9a et 9b sont des vues de dessus et latérale d'une autre pièce de renforcement de pièce de jonction selon l'invention ; et
- la figure 10 est une vue en élévation de la zone de jonction d'un poteau et d'une traverse selon l'invention, utilisant une Pièce de jonction pourvue des pièces de renforcement selon les figures 8 et 9.
Claims (10)
- Ossature de bâtiment réalisée à partir de profilés à froid formant des poteaux et des traverses et reliés entre eux par des pièces de jonction, caractérisée en ce que les pièces de jonction (7,8, 9) sont réalisées sous forme de pièces à froid profilées, présentant une forme permettant leur empilage.
- Ossature selon la revendication 1, caractérisée en ce que les pièces de jonction (7, 8, 9) sont des pièces à profilés en Z.
- Ossature selon l'une des revendications 1 ou 2, caractérisée en ce que les poteaux (2) et les traverses (5) sont formés chacun par deux profilés en C (3a, 3b) montés dos à dos et reliés par des pièces de jonction (9) disposées entre les parties de base des profilés montées dos à dos, les ailes des pièces de jonction en forme de Z étant fixées sur les faces extérieures des ailes correspondantes des profilés en C (3a, 3b).
- Ossature selon la revendication 3, caractérisée en ce qu'une pièce de jonction (8) d'un poteau (2) et d'une traverse (5) est constituée d'une plaque de base plane (16) dont les deux bords extérieurs (17, 18) adjacents présentent un angle correspondant à l'angle β formé par les extrémités du poteau et de la traverse à joindre, tandis que les bords (19, 20) adjacents à ces bords pourvus de rebords (17, 18) sont dépourvus de rebords et en ce que, à l'état d'assemblage, la partie de plaque de base (16) est engagée entre les bases des profilés en C des extrémités du poteau et de la traverse, avec les rebords (17, 18) fixés sur les faces extérieures des extrémités des ailes extérieures des deux profilés en C (3a) situés dans un même plan du poteau (2) et de la traverse (5).
- Ossature selon la revendication 4, caractérisée en ce que les bords (19, 20) précités, dépourvus de rebords, de la plaque de jonction (8) présentent une longueur correspondant à leur longueur d'engagement entre les profilés (3a, 3b) du poteau et de la traverse et en ce que les extrémités des bords (19, 20) sont reliées par un bord (21) pourvu d'un rebord (22) orienté dans la direction opposée à celle des rebords (17, 18), ce rebord (22) étant interposé entre les ailes des autres profilés (3b) situés dans un même plan, du poteau (2) et de la traverse (5).
- Ossature selon l'une des revendications précédentes, caractérisée en ce que la pièce de jonction (9) de deux traverses (5) comprend une partie en forme de plaque plane (30) destinée à être interposée entre les bases des profilés (3a, 3b) des deux traverses (5), des rebords formant ailes (31, 32) adjacentes, orientées dans la même direction à partir de la base plane (30) et destinées à être fixées sur les faces externes des deux profilés (3a) situés dans un même plan, des deux traverses (5) et un rebord formant aile (35) au côté opposé aux ailes (31, 32) et orienté dans la direction opposée, cette aile (35) étant interposée entre les ailes inférieures des autres profilés (3b) situés dans un même plan, des deux traverses (5).
- Ossature selon l'une des revendications précédentes, caractérisée en ce qu'une pièce de jonction (7) d'un poteau (2) au fondement (10) du bâtiment est réalisée sous forme d'une plaque en forme d'un Z avec deux rebords (13) parallèles et orientés dans des directions opposées, et en ce que la pièce de jonction est interposée entre les deux profilés (3a, 3b) de l'extrémité inférieure du poteau (2), avec une aile (13) fixée sur la face extérieure correspondante d'un profilé (3a) et l'autre aile (13) fixée sur la face extérieure de l'aile correspondante de l'autre profilé (3b).
- Ossature selon l'une des revendications 2 à 7, caractérisée en ce qu'elle comprend des pièces de renforcement (40, 41) en forme de cornière, destinées à être montées sur les bords libres des pièces de jonction (8, 9) appropriées au niveau de certains rebords précités.
- Ossature selon l'une des revendications 2 à 8, caractérisée en ce que des supports de structure supplémentaires sont fixés entre les bases des profilés (3a, 3b) montés dos à dos d'un poteau (2) ou d'une traverse (5).
- Ossature selon l'une des revendications précédentes, caractérisé en ce que la fixation des poteaux (2), des traverses (5) et des pièces de jonction (7, 8, 9) se fait par boulonnage.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE9700218A BE1011042A3 (fr) | 1997-03-12 | 1997-03-12 | Ossature de batiment realisee a partir de profiles a froid. |
BE9700218 | 1997-03-12 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0864702A1 true EP0864702A1 (fr) | 1998-09-16 |
EP0864702B1 EP0864702B1 (fr) | 2003-05-02 |
Family
ID=3890400
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19980102940 Expired - Lifetime EP0864702B1 (fr) | 1997-03-12 | 1998-02-20 | Ossature de bâtiment réalisée à partir de profilés à froid |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0864702B1 (fr) |
BE (1) | BE1011042A3 (fr) |
DE (1) | DE69813939D1 (fr) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2794153A1 (fr) * | 1999-05-26 | 2000-12-01 | 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 |
WO2005111329A1 (fr) * | 2004-05-06 | 2005-11-24 | Hovey David Jr | Système architectural structurelle à deux sens et membre modulaire de support. |
RU2484212C1 (ru) * | 2011-12-02 | 2013-06-10 | Всеволод Эдуардович Глуховцев | Узел металлического рамного каркаса здания |
RU2488666C2 (ru) * | 2011-09-09 | 2013-07-27 | Закрытое акционерное общество "ИНСИ" | Рама каркаса здания |
US10006193B1 (en) * | 2017-02-07 | 2018-06-26 | Tai Yu Liu | Lightweight steel construction |
EP3913158A1 (fr) * | 2020-05-22 | 2021-11-24 | FPUH KOBEX Stanislaw Rembisz | Cadre de support de charge pour un hall à une seule nef |
Families Citing this family (1)
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 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1434029A1 (de) * | 1962-10-29 | 1969-09-25 | Schrettenbrunner Geb Hirzmann | Montagefertige Wand |
FR2034774A1 (fr) * | 1969-03-10 | 1970-12-18 | Armco Steel Corp | Element uniforme de charpente |
FR2247597A1 (fr) * | 1973-10-12 | 1975-05-09 | 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 |
-
1997
- 1997-03-12 BE BE9700218A patent/BE1011042A3/fr not_active IP Right Cessation
-
1998
- 1998-02-20 DE DE69813939T patent/DE69813939D1/de not_active Expired - Lifetime
- 1998-02-20 EP EP19980102940 patent/EP0864702B1/fr not_active Expired - Lifetime
Patent Citations (7)
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DE1434029A1 (de) * | 1962-10-29 | 1969-09-25 | Schrettenbrunner Geb Hirzmann | Montagefertige Wand |
FR2034774A1 (fr) * | 1969-03-10 | 1970-12-18 | Armco Steel Corp | Element uniforme de charpente |
FR2247597A1 (fr) * | 1973-10-12 | 1975-05-09 | 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 (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2794153A1 (fr) * | 1999-05-26 | 2000-12-01 | Migafrance | Ensemble pret a monter d'ossature de batiment en acier profile a froid avec son systeme de ventilation pour l'elevage des animaux |
WO2000073598A1 (fr) * | 1999-05-26 | 2000-12-07 | Migafrance, Societe A Responsabilite Limitee | 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 |
WO2005111329A1 (fr) * | 2004-05-06 | 2005-11-24 | Hovey David Jr | Système architectural structurelle à deux sens et membre modulaire de support. |
JP2007536447A (ja) * | 2004-05-06 | 2007-12-13 | デイヴィッド ジュニア ハヴィ | 2方向建築構造システム及びモジュール支持部材 |
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 |
EP3913158A1 (fr) * | 2020-05-22 | 2021-11-24 | FPUH KOBEX Stanislaw Rembisz | Cadre de support de charge pour un hall à une seule nef |
Also Published As
Publication number | Publication date |
---|---|
BE1011042A3 (fr) | 1999-04-06 |
DE69813939D1 (de) | 2003-06-05 |
EP0864702B1 (fr) | 2003-05-02 |
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