EP2486199A1 - Poutre treillis repliable, ferme et construction incluant une telle poutre - Google Patents
Poutre treillis repliable, ferme et construction incluant une telle poutreInfo
- Publication number
- EP2486199A1 EP2486199A1 EP10776789A EP10776789A EP2486199A1 EP 2486199 A1 EP2486199 A1 EP 2486199A1 EP 10776789 A EP10776789 A EP 10776789A EP 10776789 A EP10776789 A EP 10776789A EP 2486199 A1 EP2486199 A1 EP 2486199A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- preassembled
- wing
- chords
- lattice
- 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
- 238000010276 construction Methods 0.000 title claims description 13
- 238000007789 sealing Methods 0.000 claims description 7
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 230000000717 retained effect Effects 0.000 claims description 4
- 230000001154 acute effect Effects 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 239000011324 bead Substances 0.000 claims 1
- 239000000470 constituent Substances 0.000 description 2
- 235000001674 Agaricus brunnescens Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000002557 mineral fiber Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
-
- 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
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/34—Supporting means, e.g. frames
- E04H15/44—Supporting means, e.g. frames collapsible, e.g. breakdown type
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/64—Tent or canopy cover fastenings
- E04H15/642—Tent or canopy cover fastenings with covers held by elongated fixing members locking in longitudinal recesses of a frame
-
- 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
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
Definitions
- the present invention relates to the field of the construction of tent structures, stretched canvas structures and the like, in particular the field of pre-assembled or preassembled structures intended to be assembled or assembled on site after transport of the pre-assembled components, generally by truck, boat, etc.
- These structures have the advantage of being faster and easier to install, to be less expensive and to be able, if necessary, to be disassembled after use to be reassembled elsewhere or at another period, for example in the context of a periodic event.
- the constituent elements used for assembling such structures such as beams, trusses etc., are often standardized elements that allow a certain modularity, for example for extension or enlargement work. Even more precisely, the present invention relates to the field of lattice girders that can be used for the construction of this type of structures or types of similar structures.
- Tents or structures in stretched fabric are generally constituted, either in the form of removable lightweight constructions using webs or tarpaulins stretched over a demountable infrastructure, or in the form of heavy constructions, whose load-bearing elements are sealed in the ground and often integrated into the cover.
- Removable light constructions make it possible, most often, to meet temporary roofing needs, such as for terraces or temporary shelters.
- the present invention aims to overcome these disadvantages by providing a preassembled lattice girder for the construction of tent structures or the like having the same or even better technical performance in terms of structural characteristics, while allowing a small footprint during transport to the assembly site and an implementation during the assembly of the structure that is facilitated and shortened compared to the assembly of similar non-pre-assembled elements.
- the subject of the present invention is a pre-assembled lattice girder for the construction of a farm of a roof of a building, in particular of tent type or of a stretched canvas structure, characterized in that it is essentially constituted by a lower chord and an upper chord interconnected by at least one diagonally fixed to said lower and upper chords so as to be pivotable between a transport position in which said lower and upper chords are mutually brought closer together, preferably in contact with each other; direct contact with each other, and a mounting position in which said lower and upper chords are mutually spaced apart, preferably so as to form an acute angle, preferably about 30 degrees, between the at least one diagonal and one of the two chords, and in that it has at least one fixed amount connecting the lower and upper chords e at right angles in said mounting position.
- a roof farm for a building of the tent type or a stretched canvas structure characterized in that it comprises a plurality of preassembled lattice girders according to the invention assembled to each other, in particular by broaching .
- the present invention also relates to a building of tent type or stretched canvas structure, characterized in that it comprises a farm according to the invention, posed and assembled on poles, in particular by broaching, the whole being, the case stabilized by braces assembled on said posts and trellises.
- Figure 1 is a perspective view of the truss beam according to the invention
- Figure 2 is a side sectional view, i.e. in the width direction, of the profile of a frame of the preassembled lattice girder 1 of Figure 1;
- Figure 3a is a schematic side view of a beam according to the invention in longitudinal section along the median axis in the mounting mode;
- Figure 3b is a schematic side view of a beam according to Figure 3a in the folded transport mode
- Figure 4 is a schematic side sectional view of a building mounted using several beams according to the invention assembled together.
- the preassembled lattice girder 1 for the construction of a farm of a roof of a building, including tent type or canvas structure tensioned is characterized in that it consists essentially of a lower chord 2 and an upper chord 3 interconnected by at least one diagonal 4 fixed to said lower chords 2 and upper 3 so as to be pivotable between a transport position wherein said lower and upper ribs 2 are mutually brought closer together, preferably in direct contact with each other, and a mounting position in which said lower and upper ribs 2 are mutually remote, preferably so as to form an acute angle, preferably of about 30 degrees, between the at least one diagonal 4 and one of the two chords 2, 3, and in that it has at least one fixed amount connecting the lower chords 2 and upper 3 at right angles in said mounting position.
- the preassembled lattice beam 1 according to the invention is advantageously characterized in that at least one chord 2, 3 of said lower and upper chords 2 and 3, preferably all the chords 2, 3 , are each in the form of a profile 6 of section substantially shaped "H".
- said profile section 6 substantially shaped "H” has an open side 7 receiving, on the inner faces of each side wing forming the feet of the "H" at least a first means of pivoting fastening 9, 9 'of the pivoting diagonals 4 and at least a second rigid fixing means 10, 10' of the fixed amount or amounts 5.
- the profile 6 of substantially "H” shaped section has a closed side 8 opposite to the open side 7 and separated therefrom by at least a first spacer 11, preferably a first substantially flat partition wall 1 and continuous extending over the entire longitudinal length of said profile 6, the ends of each side wing forming the feet of the "H" on this side being connected by at least one second spacer 12, preferably a second wall 12 'substantially flat separation and continuous extending over the entire longitudinal length of said profile 6.
- all the essential structural elements are made of a sufficiently strong material such as steel or aluminum, the latter having the additional advantage of having a comparatively high density. weaker. Alloys and / or composite materials (especially reinforced), for example mineral or synthetic fibers may also be used conventionally and well known to those skilled in the art.
- the preassembled lattice beam 1 according to the invention is characterized in that at least one end, preferably the two ends of each lateral wing forming the feet of the "H" of the closed side 8 are provided with sliding slides external 15 for fixing the outer surface 17 of the roof.
- said preassembled lattice girder 1 is further characterized in that at least one end, preferably the two ends, of each lateral wing forming the feet of the "H" of the open open side 7 are provided with internal emergent slideways 16 for fixing a false ceiling inner surface (not shown).
- the profile 6 has a second spacer 12 made as a second partition wall 12 ' substantially flat and continuous, extending over the entire longitudinal length of said profile 6, the outer face of this wall being provided with at least one rail or a rail portion 13 extending over a portion or the entire longitudinal length said profile 6, said rail or said rail portion 13 being in the form of a profile whose section has a shape adapted to cooperate with a corresponding shaped element serving as a hooking means located on or provided for a flap of Sealing 18 sealing at the junction between the outer and / or outer discharge channel 15 and / or outer roof surface 17 and / or the false ceiling inner surface.
- a second spacer 12 made as a second partition wall 12 ' substantially flat and continuous, extending over the entire longitudinal length of said profile 6, the outer face of this wall being provided with at least one rail or a rail portion 13 extending over a portion or the entire longitudinal length said profile 6, said rail or said rail portion 13 being in the form of a profile whose section has a shape adapted to cooperate with a corresponding
- a fastening means is a clip 19 adapted to be fixed on the rail or the rail portion 13 by snap fit deformation (see Figure 2).
- the inner surface of the clip 19 facing the rail 13 may have one or more male lugs 14, for example in the form of a mushroom whose downwardly directed head or heads snap into the open female space formed by the geometric shape of the section of the rail to strengthen the attachment (for example to make it inseparable without deterioration) of said clip 19, the sealing lip 18 with the profile 6.
- the preassembled lattice beam 1 according to the invention is characterized in that at least one through aperture (not shown) is locally provided, preferably close to the longitudinal ends of the preassembled lattice beam 1, in the first and second separating wall 1 ', 12', where appropriate in the sealing lip 18 located at said opening, in order to evacuate the rainwater which has accumulated on the outer surface 17 of the roof.
- each side wing forming the feet of the "H" of the closed side 8 are made in the form of a double wall or double hollow wing 20.
- at least the ends of each side wing forming the feet of the "H" of the open side 7 are made in the form of a double wall or double hollow wing 21.
- first pivoting fixing means 9, 9 'and / or the second rigid fixing means 10, 10' are fixed on the inner walls or wings of the hollow double wall or walls 21 on the open side 7.
- any mechanical fastening means known to those skilled in the art can be used at this level, as long as it allows the fastener to be rotatable by rotation of the diagonals 4 which must pivot and of the uprights 5 which can be locked in their vertical position to 90 ° with respect to the longitudinal horizontal axis of the ribs 2, 3 either because of the square ends of said uprights 5 which are blocked by said profile 6 or because of a specific rigid fastening means 10, 10 'for said uprights 5 (welding, gluing, screwing, ).
- the first pivoting fastening means 9, 9 'and / or the second rigid fixing means 10, 10' are constituted by a cylindrical section axis passing through the wall or outer wing of said double wall where it is retained, the wall or inner wing of said double wall, the end portion of the diagonal 4 and / or the amount 5 to be connected then the opposite wall or inner wing and the opposite wall or outer wing where it is also retained, all located on the open side 7.
- said one or more double hollow walls 20, 21 on the closed 8 and / or open side 7 are filled with a material with insulating and / or stiffening properties.
- insulating material mention will be made especially of all the materials usually employed for this purpose, such as insulators thermal and / or phonic (synthetic foams, glass wool or rock, plant materials, ).
- the subject of the present invention is also a roofing farm for a building of the tent type or of a stretched canvas structure, characterized in that it comprises a plurality of pre-assembled lattice girders 1 according to the invention assembled together with one another, especially by broaching.
- the present invention also relates to a building of tent type or stretched canvas structure, characterized in that it comprises a farm according to the invention, placed and assembled on posts 22, in particular by broaching, the assembly being the if necessary, stabilized by struts 23 assembled on said posts 22 and lattice.
- the invention it is possible to realize a tent-like construction or structure in removable tensile canvas for universal use of simple constitution and quick and easy implementation, which allows obtaining important covered surfaces, easy to access and whose assembly or disassembly and transport are optimized.
- the preassembled lattice beam 1 according to the invention can be made, for example, in the form of two different lengths 2L and 3L from a basic functional unit of length L comprising two 5 and a diagonal 4.
- the modules thus formed with two diagonals 4 or three diagonals 4 are joined by broaching in a conventional manner at the level of the junctions 24. Pinning also takes place at the points 25 to assemble the struts 23 and the posts 22 to the preassembled lattice girders 1 according to the invention.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0957088A FR2951207B1 (fr) | 2009-10-09 | 2009-10-09 | Poutre treillis repliable, ferme et construction incluant une telle poutre |
PCT/FR2010/052108 WO2011051587A1 (fr) | 2009-10-09 | 2010-10-06 | Poutre treillis repliable, ferme et construction incluant une telle poutre |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2486199A1 true EP2486199A1 (fr) | 2012-08-15 |
EP2486199B1 EP2486199B1 (fr) | 2015-09-09 |
Family
ID=42173564
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10776789.9A Active EP2486199B1 (fr) | 2009-10-09 | 2010-10-06 | Poutre treillis repliable, ferme et construction incluant une telle poutre |
Country Status (6)
Country | Link |
---|---|
US (1) | US8851096B2 (fr) |
EP (1) | EP2486199B1 (fr) |
CN (1) | CN102648321B (fr) |
ES (1) | ES2555222T3 (fr) |
FR (1) | FR2951207B1 (fr) |
WO (1) | WO2011051587A1 (fr) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130055671A1 (en) * | 2010-03-03 | 2013-03-07 | Thomas McLeod Bruce | Prefabricated modular building units |
US20120324827A1 (en) * | 2011-06-25 | 2012-12-27 | James Forero | Bracing system for reinforcing beams |
CN103031925B (zh) * | 2012-12-31 | 2017-02-08 | 清华大学建筑设计研究院有限公司 | 一种由带钢拉伸组合形成的轻型钢桁架 |
US9765520B2 (en) * | 2013-03-14 | 2017-09-19 | Scott F. Armbrust | Tubular joist structures and assemblies and methods of using |
US9127458B2 (en) * | 2013-03-15 | 2015-09-08 | Suncast Technologies, Llc | Collapsible roof truss assembly and method |
WO2014186906A1 (fr) * | 2013-05-23 | 2014-11-27 | Les Enceintes Acoustiques Unisson Inc. | Ferme structurale pliable |
GB2516040A (en) * | 2013-07-08 | 2015-01-14 | Ecos Maclean Ltd | Structural Frame |
US9038349B2 (en) * | 2013-07-19 | 2015-05-26 | Benjamin D. Fox | Keder rail attachment for a fabric/panel building |
DE102013220067B4 (de) * | 2013-10-02 | 2018-10-11 | Mack Rides Gmbh & Co Kg | Gleissystem für ein Fahrgeschäft, insbesondere für eine Achter- oder Hängebahn |
US10072416B2 (en) | 2014-03-14 | 2018-09-11 | Scott F. Armbrust | Tubular joist structures and assemblies and methods of using |
CN104358352B (zh) * | 2014-11-27 | 2016-06-08 | 青岛理工大学 | 一种高度和跨度双可调式平面桁架 |
US9896852B2 (en) | 2015-10-06 | 2018-02-20 | Paul Kristen, Inc. | Quad-chord truss and platform containing same |
US10590662B2 (en) * | 2016-09-06 | 2020-03-17 | Jim Peterson | Deck drainage systems |
US11371243B2 (en) * | 2016-11-26 | 2022-06-28 | Armour Wall Group Pty Limited | Building panel |
CN106948281A (zh) * | 2017-04-27 | 2017-07-14 | 湖北武大珞珈工程结构检测咨询有限公司 | 一种剪刀式折叠桁架 |
US10280635B1 (en) | 2017-12-29 | 2019-05-07 | Paul Kristen, Inc. | Shield |
CA3004659A1 (fr) * | 2018-05-11 | 2019-11-11 | Thomas Chizek | Systeme de support structurel |
EP3862500A1 (fr) * | 2020-02-06 | 2021-08-11 | Spantech International | Système de plafond à isolation acoustique |
BR102020004188A2 (pt) * | 2020-03-02 | 2021-09-14 | Topico Locações De Galpões E Equipamentos Para Industrias S.A. | Treliça, estrutura em arco e galpão |
US11499315B1 (en) * | 2021-06-10 | 2022-11-15 | Harsoyo Lukito | Connectors for use in truss system |
GB2613371B (en) * | 2021-12-01 | 2024-04-17 | Mar Key Marquees Ltd | Roofing Structure |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR806218A (fr) * | 1935-09-05 | 1936-12-10 | élément standard pour constructions | |
US2513729A (en) * | 1948-08-20 | 1950-07-04 | Springfield Tent & Awning Co | Chapel tent |
US2828756A (en) * | 1955-10-21 | 1958-04-01 | Harold Smith J | Sectional tent |
US4089148A (en) * | 1975-10-06 | 1978-05-16 | Oehmsen Plastic Greenhouse Mfg. Inc. | Structural truss assembly |
GB2018850B (en) * | 1978-04-13 | 1982-06-23 | Flexco Srl | Folding roof frame |
DE8230404U1 (de) * | 1982-10-29 | 1982-12-30 | Karl Höcker Stahlbau GmbH & Co KG, 4902 Bad Salzuflen | Dachbinder fuer ein zelt-traggeruest |
US4546591A (en) * | 1983-11-23 | 1985-10-15 | Beltz Thomas G | Truss system and components thereof |
US4604844A (en) * | 1985-07-30 | 1986-08-12 | The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration | Deployable M-braced truss structure |
WO1992014016A1 (fr) * | 1991-02-01 | 1992-08-20 | World Shelters, Inc. | Module structurel pliable/extensible a organe telescopique |
US5269106A (en) * | 1991-11-20 | 1993-12-14 | Fast Truss, Inc. | Modular building structure |
US5819492A (en) * | 1995-07-17 | 1998-10-13 | Konicek; Richard R. | Collapsible roof truss utilizing an opposed flange roof hinge |
GB9517500D0 (en) * | 1995-08-25 | 1995-10-25 | J T Inglis & Sons Limited | Shelter structures |
US7849639B2 (en) * | 2004-11-02 | 2010-12-14 | Sprung Instant Structures Ltd. | Stressed membrane structure |
CN201133114Y (zh) * | 2007-10-17 | 2008-10-15 | 张松根 | 一种折叠式衍架 |
-
2009
- 2009-10-09 FR FR0957088A patent/FR2951207B1/fr active Active
-
2010
- 2010-10-06 EP EP10776789.9A patent/EP2486199B1/fr active Active
- 2010-10-06 CN CN201080045732.2A patent/CN102648321B/zh active Active
- 2010-10-06 ES ES10776789.9T patent/ES2555222T3/es active Active
- 2010-10-06 WO PCT/FR2010/052108 patent/WO2011051587A1/fr active Application Filing
- 2010-10-06 US US13/500,786 patent/US8851096B2/en active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2011051587A1 * |
Also Published As
Publication number | Publication date |
---|---|
FR2951207B1 (fr) | 2014-07-18 |
FR2951207A1 (fr) | 2011-04-15 |
ES2555222T3 (es) | 2015-12-29 |
CN102648321B (zh) | 2015-11-25 |
US20140076370A1 (en) | 2014-03-20 |
CN102648321A (zh) | 2012-08-22 |
US8851096B2 (en) | 2014-10-07 |
WO2011051587A1 (fr) | 2011-05-05 |
EP2486199B1 (fr) | 2015-09-09 |
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