EP1341977A1 - Method for making a wooden beam, wooden beam and structure for constructing a building - Google Patents
Method for making a wooden beam, wooden beam and structure for constructing a buildingInfo
- Publication number
- EP1341977A1 EP1341977A1 EP01996657A EP01996657A EP1341977A1 EP 1341977 A1 EP1341977 A1 EP 1341977A1 EP 01996657 A EP01996657 A EP 01996657A EP 01996657 A EP01996657 A EP 01996657A EP 1341977 A1 EP1341977 A1 EP 1341977A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- crosspieces
- squares
- wooden
- assembly
- wooden beam
- 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
- 238000000034 method Methods 0.000 title claims abstract description 17
- 239000003292 glue Substances 0.000 claims abstract description 19
- 238000001035 drying Methods 0.000 claims abstract description 7
- 238000004519 manufacturing process Methods 0.000 claims description 14
- 239000000853 adhesive Substances 0.000 claims description 8
- 230000001070 adhesive effect Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 8
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 241000255925 Diptera Species 0.000 claims description 3
- 238000004026 adhesive bonding Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 239000002023 wood Substances 0.000 description 5
- 241000269907 Pleuronectes platessa Species 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 229920002522 Wood fibre Polymers 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 239000000417 fungicide Substances 0.000 description 1
- 239000002917 insecticide Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002025 wood fiber Substances 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
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/17—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with non-parallel upper and lower edges, e.g. roof trusses
-
- 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
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/16—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/16—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of metal
Definitions
- the present invention relates to: - a method of manufacturing a wooden beam consisting of basic elements defining its edges and forming at least four squares connected by other basic elements forming at least two crosspieces, the squares and the crosspieces being assembled in assembly areas, by bonding their contact areas, - a wooden beam manufactured according to the above process, and - a wooden frame for the construction of a building.
- the wooden beams are in one piece and cut into the mass, or in glued laminated, or formed by the assembly of basic elements more small dimensions.
- Monobloc or glued wooden beams are heavy, bulky, difficult to handle, rigid, have a high ecological and economic cost, and tend to crack.
- the wooden beams formed by the assembly of basic elements of smaller dimensions make it possible to lighten the frameworks, to facilitate the assembly and to reduce the cost of construction.
- the assembly of the basic elements together is obtained in a current and nonlimiting manner by flanges, glued plugs, pins, screws or complementary glued interlocking forms.
- the publication FR-A-2 572 759 describes a beam obtained by the assembly of four parallel squares connected to each other by crosspieces arranged in a chevron. The assembly is carried out by interlocking and gluing of complementary grooves machined respectively in the squares and the sleepers.
- the aim sought by this invention is to produce long rigid beams.
- the publication GB-A-1 603 357 describes a beam of the same construction but in which the crosspieces and the squares are assembled by gluing plywood spacers interposed between them and making it possible to stiffen the assembly.
- a major drawback of this type of assembly is that these different fastening systems create rigid connections between the basic elements constituting the wooden beam, and do not allow any freedom of movement between these basic elements.
- the beam obtained no longer has any elasticity. Consequently, when it is subjected to stresses, these rigid connections generate very significant stresses in the assembly zones which weaken the basic elements concerned which can cause them to crack, or even break. Therefore this technique does not allow the realization of wooden beams of great span. Indeed, the bending due to the load applied to these wooden beams, generates excessive forces in the assembly areas, and leads to the rupture of the wooden beams.
- the production of large-span wooden beams of this type therefore necessarily requires the use of at least one intermediate load-bearing wall making it possible to reduce the stresses undergone by these wooden beams.
- the present invention aims to overcome these drawbacks by proposing a method of manufacturing a simple, economical, ecological wooden beam, without machining or prestressing, making it possible to keep the beam its flexibility, in particular in its assembly zones, for distributing uniformly the stresses throughout the beam, thus increasing the resistance of the frames obtained by the assembly of these beams, and being able to produce wooden beams of great span without requiring an intermediate bearing wall.
- the invention also aims to propose a wooden beam having a good squareness and making it possible to ensure good bracing as well as good mechanical strength, in particular in the event of earthquakes, thanks to the flexibility of its assembly zones.
- the invention aims to propose a wooden frame for the construction of a building making it possible to improve the comfort of the habitat by eliminating the squeaks and the cracking noises of the wood, by limiting the cracks, and by increasing the flexibility of the floor, thanks to the flexibility of its assembly areas.
- the invention relates to a manufacturing method as defined in the preamble characterized in that it comprises the steps of laying a first plaice and a second plaice parallel and at a predetermined distance, of laying at least two rectilinear crosspieces on the first two squares and bonding their contact areas by means of a so-called flexible adhesive, laying on said crosspieces with a third square and a fourth square respectively opposite the first square and the second square and bonding their areas of contact by means of a so-called flexible glue, and of tightening the assembly thus obtained to crush the layers of glue to a predetermined thickness, these layers of glue being arranged to form, after crushing and drying, elastic seals in each assembly zone of said beam allowing relative movement between the squares and the corresponding crosspieces.
- the so-called flexible glue used is marketed under the brand ADHEFLEX ® Tl.
- a retaining rod is placed in the assembly zone.
- the squares and the crosspieces have an identical section.
- the crosspieces are positioned at regular intervals and according to a predetermined pattern, to form with respect to the squares an angle a different from 90 °, for example between 20 and 40 °, and preferably equal to 30 °.
- the crosspieces are positioned in a chevron.
- the invention also relates to a wooden beam consisting of basic elements defining its edges and forming at least four squares connected by other basic elements forming at least two crosspieces, characterized in that the squares and the crosspieces are assembled in zones assembly by bonding their contact areas according to the manufacturing process as defined above.
- the adhesive used is a flexible adhesive arranged to form after drying elastic seals allowing relative movement of the squares relative to the crosspieces and vice versa.
- the squares and crosspieces can have a section chosen from the group containing at least one square, one rectangle.
- At least one of the assembly zones is at least partially crossed by a retaining rod.
- the invention also relates to a wooden frame for the construction of a building, characterized in that it consists of wooden beams as defined above, assembled to form a frame section comprising including poles, ties and crossbowmen.
- Several slices of framework can be arranged to form a modular framework.
- the wooden frame comprises wooden beams assembled by means of at least one connecting element chosen from the group comprising at least one gusset, a cable, a screwed or studded plate, a spacer in recesses.
- the wooden frame comprises wooden beams arranged to receive technical sheaths, and / or supports for roller shutter boxes, mosquito nets and solar panels.
- FIG. 1 is a perspective view of a wooden beam according to the invention
- FIG. 2 is an exploded perspective view of part of a wooden frame made with wooden beams from FIG. 1, and
- FIG. 3 is a partial overall view in perspective of the wooden frame according to FIG. 2.
- the wooden beam 1 has a section s Part of a rectangle and has basic elements defining its edges and forming four squares 2a, 2b, 2c, 2d, connected by basic elements forming crosspieces 3a, 3b arranged in chevrons.
- the basic elements are assembled in assembly zones 5, by bonding their contact zones 4.
- the squares 2a, 2b, 2c, 2d and the crosspieces 3a, 3b are basic elements made of straight wood. So that they can be cut easily and in a standardized manner, these basic elements preferably have an identical section, for example square or rectangular.
- a nonlimiting example of dimensions of a rectangular section of basic elements is 70 mm by 30 mm. This standardization of cuts makes it possible to simplify production and increase the efficiency of cutting machines.
- the length of the squares 2a, 2b, 2c, 2d is chosen according to the length of the beam to be manufactured.
- the length of the crosspieces 3a, 3b which serve inter alia as spacers between the squares 2a, 2b, 2c, 2d, is chosen according to the width of the beam to be manufactured.
- the squares 2a, 2b, 2c, 2d and the crosspieces 3a, 3b are assembled by gluing their contact zones 4.
- Gluing is carried out advantageously by means of a so-called flexible glue.
- a glue which has the advantage after drying, of remaining flexible and of forming an elastic joint allowing relative movements of the basic elements between them and consequently retaining the flexibility of the wooden beam.
- a nonlimiting example of so-called flexible glue is known under the trade name d ⁇ DHEFLEX ® Tl and comprises in particular the monocomponent polyurethane.
- other adhesives may be suitable, provided that they have this essential characteristic of flexibility.
- the use of so-called flexible adhesive makes it possible to better distribute the stresses in the assembly zones and therefore to increase the mechanical strength of these assembly zones.
- the flexibility of the wooden beam is improved which gives it better resistance to mechanical stress, especially during earthquakes.
- the beam and in particular a very long beam, is subjected to significant bending forces, it undergoes deformation by elasticity.
- the tensile and compressive forces are distributed in the wood fibers which can deform thanks to their own elasticity and thanks to the elasticity of the glue joints.
- this beam can achieve mechanical performance far superior to traditional solid beams, allowing it spans of more than 8 meters.
- the beam 1 may also include in its assembly zones 5 retaining rods which may be through and whose function will be explained in the description of the manufacturing process.
- the number of crosspieces will be adapted in particular as a function of the length of the desired wooden beam 1 and of the envisaged load.
- the installation angle ⁇ defined between the squares 2a, 2b, 2c, 2d, and the crosspieces 3a, 3b can be adapted.
- increasing this laying angle ⁇ allows a reduction in the number of crosspieces and therefore the cost of the wooden beam 1.
- the choice of laying angle ⁇ is therefore a compromise to be found between the cost of the wooden beam 1 and its desired performance.
- the installation angle ⁇ can be between 20 and 40 °.
- An installation angle ⁇ equal to 30 ° seems to be, for example, an optimal compromise.
- This wooden beam 1 is manufactured according to a specific manufacturing process comprising the following different stages.
- two basic elements are formed in a template, parallel and in the same direction, forming two squares 2a, 2c.
- the distance between the faces most distant opposite of these squares 2a, 2c will determine the width of the wooden beam 1.
- the basic elements forming the crosspieces 3a, 3b are placed and glued using the so-called flexible glue defined above on the first two squares 2a, 2c, according to a predetermined pattern, for example in rafter at a predefudi installation angle ⁇ .
- the crosspieces 3a, 3b are placed so that their ends do not protrude from said squares 2a, 2c, towards the outside of said beam 1.
- the arrangement of the basic herringbone elements automatically ensures the bracing of the wooden beam 1.
- the squareness of the wooden beam 1 is guaranteed and thereby gives the wooden beam 1 good stability dimensional over time.
- a third step two other basic elements forming a third square 2b and a fourth square 2d, respectively, are placed and glued on the crosspieces 3a, 3b, using the so-called flexible glue defined above. of the first plaice 2a and the second plaice 2c.
- a fourth step the wooden beam 1 thus formed is placed in a press advantageously equipped with pneumatic cylinders.
- the press is actuated which tightens the structure, or in a more targeted manner, the assembly zones 5 comprising the contact zones 4.
- the layers of adhesive are crushed to a predetermined thickness forming, after drying, elastic joints. thickness of these elastic joints being determined as a function of the thickness e of the wooden beam 1 and of its specifications. For example, for a wooden beam 1 with a span of 8 m, the elastic joints have an optimal value of 0.6 to 0.7 mm.
- a nail or any other retaining rod is planted in each of the assembly zones 5 so as to secure the corresponding basic elements. This nail fulfills only a function of clamp allowing to move the wooden beam 1 and to release the press without waiting for the end of the setting time of the glue. By limiting this waiting time, this increases the speed of production and therefore the profitability of the manufacturing process.
- This type of process is simple, fast, economical and ecological. It allows the manufacture of wooden beams 1 in one piece of very varied dimensions ranging from a small gable beam to a load-bearing wooden beam known as having a large span, of length up to, for example, 8 m.
- the wooden beams 1 thus manufactured are of a reduced weight therefore easier to handle than the one-piece wooden beams or in glued lamellae.
- Figure 2 illustrates an example of assembly of four wooden beams 1, numbered according to Figure 1: la, lb, le, ld.
- the wooden beams la, lb, le, ld are used to form a post lia, a beam 11b and a crossbowman lie, lld.
- the entry 11b is formed by the wooden beam 1b and by another wooden beam not shown, the two horizontal wooden beams and assembled end to end by means of a gusset 6a. Thanks to the use of the so-called flexible glue giving better resistance to wooden beams 1, the entry 11b can be of great range without requiring the use of an intermediate load-bearing wall.
- the crossbowman binds is formed by the two wooden beams le, ld, assembled end to end by the horizontal spacer 7 fitting into recesses 8 provided in the ends of the two beams le and ld.
- the ends of the wooden beams 1a, 1b have zones without crosspiece allowing the passage of a gusset 6b.
- the assemblies of wooden beams (la, lb, le, ld) obtained in FIG. 2 by means of the gussets 6a, 6b and the spacer 7, can also be obtained by means of other elements such as in particular cables, screwed or studded plates.
- Figure 3 gives an example of a wooden frame 10 made with the wooden beams 1 assembled according to Figure 2 to form ties 11b, poles 11a and crossbowmen lie.
- This example clearly shows how the ties 11b, poles 11a and crossbowmen lie can be arranged to form "slices" of frame 9 and allow modular assembly of an entire structure forming the wooden frame 10 of a building, without an interior bearing wall.
- the framing sections 9 can be placed one next to the other to construct buildings of varying lengths as desired.
- the so-called flexible glue gives good flexibility to these wooden frames 10, making it possible to suppress the creaking and cracking noises of the wood, to increase the flexibility of the floor, and more generally to improve the comfort of 1 habitat while limiting the risk of cracks.
- the wooden beams 1 constituting the wooden frames 10 define intervals advantageously used to receive technical sheaths allowing the passage of electric cables or any type of conduits.
- the technical sheaths thus housed in the wooden frame 10 no longer pose a problem of aesthetics and / or size.
- the wooden beams 1 can also be arranged for receive without limitation supports for the installation of roller shutter boxes, mosquito nets and solar panels.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Dry Formation Of Fiberboard And The Like (AREA)
- Chemical And Physical Treatments For Wood And The Like (AREA)
- Laminated Bodies (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0014611 | 2000-11-14 | ||
FR0014611A FR2816649B1 (en) | 2000-11-14 | 2000-11-14 | PROCESS FOR THE MANUFACTURE OF A WOODEN BEAM, WOODEN BEAM AND WOOD FRAME FOR THE CONSTRUCTION OF A BUILDING |
PCT/FR2001/003518 WO2002040802A1 (en) | 2000-11-14 | 2001-11-12 | Method for making a wooden beam, wooden beam and structure for constructing a building |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1341977A1 true EP1341977A1 (en) | 2003-09-10 |
EP1341977B1 EP1341977B1 (en) | 2005-03-16 |
Family
ID=8856408
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01996657A Expired - Lifetime EP1341977B1 (en) | 2000-11-14 | 2001-11-12 | Method for making a wooden beam, wooden beam and structure for constructing a building |
Country Status (12)
Country | Link |
---|---|
US (1) | US7185471B2 (en) |
EP (1) | EP1341977B1 (en) |
JP (1) | JP4033343B2 (en) |
AT (1) | ATE291135T1 (en) |
AU (2) | AU2002223055B2 (en) |
CA (1) | CA2426468C (en) |
DE (1) | DE60109485T2 (en) |
ES (1) | ES2239175T3 (en) |
FR (1) | FR2816649B1 (en) |
HU (1) | HUP0301385A3 (en) |
PT (1) | PT1341977E (en) |
WO (1) | WO2002040802A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014053905A2 (en) | 2012-10-05 | 2014-04-10 | Hengy Jacques | Structured beam and modular construction element made using said beam |
Families Citing this family (20)
Publication number | Priority date | Publication date | Assignee | Title |
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ZA200505004B (en) * | 2004-06-21 | 2006-04-26 | Mitek Holdings Inc | Structural framework |
DE102006021731B4 (en) * | 2006-05-10 | 2015-07-30 | Peri Gmbh | Method for producing a lattice girder made of wood for the construction sector |
FR2932828B1 (en) * | 2008-06-21 | 2010-06-25 | Tecsan Sarl | SUPPORTING FRAME SUBPROOF OF ROOF COVER AND FRAME COMPRISING APPLICATION. |
WO2010102021A1 (en) * | 2009-03-03 | 2010-09-10 | The Board Of Regents For Oklahoma State University | Roof truss system for long span and method of assembly thereof |
GB2459358B (en) * | 2009-04-09 | 2010-06-02 | Beattie Passive Build System Ltd | Building and method of constructing a building |
US8397447B2 (en) | 2010-04-15 | 2013-03-19 | Eco Solar Generation Llc | Roof truss compatible for solar panels |
JP2014055405A (en) * | 2012-09-11 | 2014-03-27 | Sumitomo Forestry Co Ltd | Wooden beam |
US8919071B2 (en) * | 2012-12-19 | 2014-12-30 | Patco, Llc | Truss configuration |
GB2510620A (en) | 2013-02-11 | 2014-08-13 | Beattie Passive Build System Ltd | Method of retrospectively insulating existing exterior walls of a building |
WO2016024040A1 (en) * | 2014-08-11 | 2016-02-18 | Patenttitoimisto T. Poutanen Oy | Glued wood truss |
DE102016114005A1 (en) * | 2016-07-29 | 2018-02-01 | Manfed Jäckle | Carrier unit, process for their preparation and their uses |
RU2641801C1 (en) * | 2016-09-30 | 2018-01-22 | Дмитрий Константинович Сутормин | Method of erecting framework of one-storey framework building |
FR3080872A1 (en) | 2018-05-03 | 2019-11-08 | Samuel Giannini | XY CONSTRUCTION DEVICE |
US11162262B2 (en) * | 2018-10-01 | 2021-11-02 | Tuomo Poutanen | Customized woody trussed joist |
USD936242S1 (en) * | 2019-08-28 | 2021-11-16 | Roosevelt Energy, Inc. | Composite reinforced wood stud for buildings |
USD942049S1 (en) * | 2019-11-14 | 2022-01-25 | Roosevelt Energy, Inc. | L-shaped composite reinforced wood stud for buildings |
USD941498S1 (en) * | 2019-11-26 | 2022-01-18 | Roosevelt Energy, Inc. | Composite t-shaped in-line dowell reinforced wood stud for buildings |
USD938618S1 (en) * | 2019-11-26 | 2021-12-14 | Roosevelt Energy, Inc. | Reinforced pinned dowel composite stud for buildings |
US11220821B2 (en) * | 2020-05-04 | 2022-01-11 | Patenttitoimisto T. Poutanen Oy | Glued timber trussed joist, joint and method |
USD1033679S1 (en) | 2021-01-29 | 2024-07-02 | Roosevelt Energy, Inc. | Stud for buildings |
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US3008195A (en) * | 1954-09-16 | 1961-11-14 | Contemporary Structures Inc | Building frame unit |
US3813842A (en) * | 1969-10-17 | 1974-06-04 | Trus Joist Corp | Laminated, variable density, structural wood products and method for making the same |
US3748809A (en) * | 1971-08-09 | 1973-07-31 | Steel Web Corp | Trussed joist structure |
US4001999A (en) * | 1972-12-29 | 1977-01-11 | Benson Chandler | Wood truss structure with eccentric end support |
NO143232L (en) * | 1976-09-24 | 1900-01-01 | ||
GB1603357A (en) * | 1978-05-09 | 1981-11-25 | Purontakanen P | Wooden support structure with adhesive joints |
CA1085571A (en) * | 1978-06-13 | 1980-09-16 | Eldon W. Atwood | Truss |
US4285176A (en) * | 1979-08-06 | 1981-08-25 | Runkle Paul S | Shelter truss |
GB2083520B (en) * | 1980-07-24 | 1984-07-04 | Engineered Roof Trusses | Framed building construction |
FR2572759A1 (en) * | 1984-11-08 | 1986-05-09 | Burger Raymond | Laced timber beam, assembled by progressive compression between two surfaces, adhesive bonding and self-clamping |
US4967534A (en) * | 1985-08-09 | 1990-11-06 | Mitek Holding, Inc. | Wood I-beams and methods of making same |
US4677806A (en) * | 1986-04-04 | 1987-07-07 | The United States Of America As Represented By The Secretary Of Agriculture | Wooden building system with flange interlock and beams for use in the system |
US5354411A (en) * | 1991-01-24 | 1994-10-11 | Globe Machine Manufacturing Company | Method and apparatus for manufacture of wooden I-beams |
US5341611A (en) * | 1993-02-24 | 1994-08-30 | Spokane Structures, Inc. | Structural framing system for buildings |
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FR2754843A1 (en) * | 1996-10-21 | 1998-04-24 | Thierry Martin | MANUFACTURING PROCESS OF ELONGATED STRUCTURES AND ELONGATED STRUCTURES OBTAINED BY LEDIT PROCEDE |
US5911177A (en) * | 1998-01-09 | 1999-06-15 | The Board Of Trustees Of Western Michigan University | Split frame table |
US6231031B1 (en) * | 1999-02-11 | 2001-05-15 | Spartanburg Forest Products, Inc. | Outdoor railing system and rails |
-
2000
- 2000-11-14 FR FR0014611A patent/FR2816649B1/en not_active Expired - Fee Related
-
2001
- 2001-11-12 CA CA002426468A patent/CA2426468C/en not_active Expired - Fee Related
- 2001-11-12 PT PT01996657T patent/PT1341977E/en unknown
- 2001-11-12 JP JP2002543104A patent/JP4033343B2/en not_active Expired - Fee Related
- 2001-11-12 HU HU0301385A patent/HUP0301385A3/en unknown
- 2001-11-12 AT AT01996657T patent/ATE291135T1/en active
- 2001-11-12 WO PCT/FR2001/003518 patent/WO2002040802A1/en active IP Right Grant
- 2001-11-12 AU AU2002223055A patent/AU2002223055B2/en not_active Ceased
- 2001-11-12 AU AU2305502A patent/AU2305502A/en active Pending
- 2001-11-12 EP EP01996657A patent/EP1341977B1/en not_active Expired - Lifetime
- 2001-11-12 US US10/415,883 patent/US7185471B2/en not_active Expired - Fee Related
- 2001-11-12 DE DE60109485T patent/DE60109485T2/en not_active Expired - Lifetime
- 2001-11-12 ES ES01996657T patent/ES2239175T3/en not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
---|
See references of WO0240802A1 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014053905A2 (en) | 2012-10-05 | 2014-04-10 | Hengy Jacques | Structured beam and modular construction element made using said beam |
Also Published As
Publication number | Publication date |
---|---|
WO2002040802A1 (en) | 2002-05-23 |
ES2239175T3 (en) | 2005-09-16 |
CA2426468A1 (en) | 2002-05-23 |
HUP0301385A2 (en) | 2003-10-28 |
AU2305502A (en) | 2002-05-27 |
AU2002223055B2 (en) | 2006-06-01 |
ATE291135T1 (en) | 2005-04-15 |
US20040074195A1 (en) | 2004-04-22 |
FR2816649A1 (en) | 2002-05-17 |
HUP0301385A3 (en) | 2007-11-28 |
PT1341977E (en) | 2005-07-29 |
DE60109485T2 (en) | 2006-04-13 |
US7185471B2 (en) | 2007-03-06 |
JP4033343B2 (en) | 2008-01-16 |
DE60109485D1 (en) | 2005-04-21 |
JP2004514076A (en) | 2004-05-13 |
FR2816649B1 (en) | 2003-12-12 |
EP1341977B1 (en) | 2005-03-16 |
CA2426468C (en) | 2009-10-13 |
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