US20060179741A1 - Unknown - Google Patents
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- Publication number
- US20060179741A1 US20060179741A1 US11/049,069 US4906905A US2006179741A1 US 20060179741 A1 US20060179741 A1 US 20060179741A1 US 4906905 A US4906905 A US 4906905A US 2006179741 A1 US2006179741 A1 US 2006179741A1
- Authority
- US
- United States
- Prior art keywords
- panel element
- boards
- beams
- fact
- wooden dowels
- 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.)
- Abandoned
Links
- 239000011121 hardwood Substances 0.000 claims abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000003292 glue Substances 0.000 abstract description 3
- 240000000731 Fagus sylvatica Species 0.000 abstract description 2
- 235000010099 Fagus sylvatica Nutrition 0.000 abstract description 2
- 235000009324 Pinus caribaea Nutrition 0.000 abstract description 2
- 235000013431 Pinus clausa Nutrition 0.000 abstract description 2
- 235000008568 Pinus coulteri Nutrition 0.000 abstract description 2
- 244000083281 Pinus coulteri Species 0.000 abstract description 2
- 235000000773 Pinus glabra Nutrition 0.000 abstract description 2
- 241001502813 Pinus glabra Species 0.000 abstract description 2
- 235000017339 Pinus palustris Nutrition 0.000 abstract description 2
- 235000007738 Pinus rigida Nutrition 0.000 abstract description 2
- 239000011122 softwood Substances 0.000 abstract description 2
- 230000008961 swelling Effects 0.000 description 6
- 239000002023 wood Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/04—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like
- E04B9/0442—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation comprising slabs, panels, sheets or the like having a honeycomb core
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
-
- 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
- E04C3/18—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with metal or other reinforcements or tensioning members
Definitions
- the invention involves a panel element consisting of a number of boards or beams arranged adjacent to each other and edgewise to the surface of the panel element, whereby wooden dowels are provided, which penetrate all of the panel element's adjacent boards or beams for the purpose of connecting the boards or beams.
- Prefabricated ceiling and wall elements consisting of a number of boards or beams arranged adjacent to each other are already available.
- the individual boards and/or beams are usually connected by gluing, nailing or screwing two adjacent beams to each other.
- the disadvantage to these previously known panel elements is that during the natural expansion or contraction of the wood of the individual boards or beams the swelling or shrinkage value accumulates over the entire width of the element, creating relatively large swelling and shrinkage values over all.
- a panel element of the type described above is also listed under AT 003 277 U1.
- the connection of the boards or beams is effected with wooden dowels that are spaced in the longitudinal direction of the boards or beams, are located parallel to each other and are arranged perpendicularly to the longitudinal direction of the individual boards or beams.
- the individual boards or beams are connected relatively loosely.
- the possibilities for using these panel elements as ceiling and wall elements are therefore limited and/or relatively elaborate measures must be taken during installation to permit changes in the width dimension of the panel elements as they swell and shrink.
- the task of the invention is to prepare a panel element of the type mentioned initially in which the change in the total width of the panel element as a result of the swelling and shrinking of the wood of the panel element's individual boards or beams is prevented or is at least minimized.
- this is made possible by the fact that these wooden dowels are placed at an angle of a least 15°, preferably 25°, perpendicularly to the side of the boards or beams, whereby suitable wooden dowels are provided in both directions with respect to these perpendicular lines.
- FIG. 1 A perspective representation of a part of an invented panel element
- FIGS. 2, 3 and 4 schematic representations to illustrate various fastening possibilities for the boards or beams of the panel element
- FIG. 5 a perspective representation of a somewhat modified example of executing the invention.
- the design example of an invented panel element illustrated in FIG. 5 in the form of a load bearing ceiling element includes numerous adjacently arranged boards ( 1 ).
- the adjacent boards are placed next to each other along their widths, and the narrow ends of these boards together form the surfaces ( 2 ) of the panel element.
- the longitudinal dimension of the boards ( 1 ) represents the length of the panel element, and the width of the boards ( 1 ) equates to the thickness (t) of the panel element.
- the width (w) of the panel element is the result of the total thickness of the board sandwich.
- the adjacently arranged boards are connected with wooden dowels ( 3 ), which are indicated in FIG. 1 with dashed lines. These wooden dowels essentially span the entire width (w) of the panel element, i.e. through all adjacently arranged boards ( 1 ). These wooden dowels ( 3 ) are placed at an angle ( 5 ) to the perpendicular sides ( 4 ) illustrated in FIGS. 1 and 2 by a dashed line on the face side of the boards ( 1 ), which comes to a minimum of 15°. It is preferable for this angle to be at least 25° and less than 45°. The 30° to 35° range is especially preferred. In FIG.
- sequentially arranged wooden dowels are angled toward the longitudinal direction of the panel element in opposite directions with respect to the perpendicular sides ( 4 ).
- 4 angled wooden dowels are used in both directions from the perpendicular sides ( 4 ). If these wooden dowels, seen from a top view as shown in FIG. 3 , intersect at least at the ends, the sequentially arranged wooden dowels are arranged at differing levels, preferably at differing levels parallel to the surface ( 2 ) of the panel element.
- the adjacently arranged boards are provided with appropriate bore holes, and the wooden dowels are driven into the pre-bored holes. It is not necessary to use glue. A strong connection is created because when the wooden dowels are driven in the moisture content is less than the moisture content of the panels when installed.
- the adjacently arranged boards have molded edges on their abutting sides. These molded edges create stronger connections between the individual boards. In addition, these molded edges make it possible to permit passage openings ( 6 ) along the longitudinal direction of the panel elements. Wiring and pipe work can be installed in these openings or steel cables for producing a pre-tensioned ceiling.
- the individual boards ( 1 ) of the panel element can also have differing widths, as illustrated in FIG. 5 . This permits the production of an acoustic ceiling or lighted ceiling, for example.
- a panel element can form a load bearing ceiling or wall element. It is also suitable, for example, for producing a wood-concrete composite ceiling.
- the boards ( 1 ) can also be curved along their longitudinal direction. This permits the production of so-called arched-barrel roofs with large free spans, which are preferably trussed with steel cables.
- the width of a single panel element can, for instance, range from 50 cm to 80 cm, its thickness, depending on the free span, from between 10 cm and 28 cm.
- the thickness of a single board can range from 20 and 45 mm, for example.
- the wooden dowels can be made of a hardwood such as beech.
- a softwood such as spruce or pitch pine, for example, can be used for the boards.
- the wooden dowels ( 3 ) could also be used in addition to those spanning essentially the entire width of the panel element. These shorter dowels would only penetrate some of the boards and/or beams.
- dowels that are arranged parallel to the perpendicular sides could also be used.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Finishing Walls (AREA)
Abstract
The invention involves a panel element consisting of a number of boards or beams arranged adjacent to each other and edgewise to the surface of the panel element, whereby wooden dowels are provided, which penetrate all of the panel element's for the purpose of connecting the boards or beams. The wooden dowels can be made of a hardwood such as beech. A softwood such as spruce or pitch pine can be used for the boards. To manufacture the panel element the adjacently arranged boards are provided with appropriate bore holes, and the wooden dowels are driven into the pre-bored holes. It is not necessary to use glue. A strong connection is created because when the wooden dowels are driven in, the moisture content is less than the moisture content of the panels when installed. A panel element, according to the invention, can form a load bearing ceiling or wall element.
Description
- The invention involves a panel element consisting of a number of boards or beams arranged adjacent to each other and edgewise to the surface of the panel element, whereby wooden dowels are provided, which penetrate all of the panel element's adjacent boards or beams for the purpose of connecting the boards or beams.
- Prefabricated ceiling and wall elements, consisting of a number of boards or beams arranged adjacent to each other are already available. The individual boards and/or beams are usually connected by gluing, nailing or screwing two adjacent beams to each other. The disadvantage to these previously known panel elements is that during the natural expansion or contraction of the wood of the individual boards or beams the swelling or shrinkage value accumulates over the entire width of the element, creating relatively large swelling and shrinkage values over all.
- Another suggestion already proposed is to connect the adjacent boards or beams with threaded rods, which span entire width of the panel element and are screwed into pre-bored holes. This fixes the individual boards or beams of the panel element to each other in their relative positions and swelling or shrinkage of the wood of a board and/or beam is limited to the respective board and/or beam. In its width dimension (in the longitudinal direction of the thread rods), the ceiling or wall element remains practically unchanged. But the disadvantage to these existing panel elements, as it is with other board or beam connections using metal parts (particularly nails or screws), results from the severe restrictions on the subsequent processing possibilities for this panel element, the ability to saw it, for example. This type of panel element is known under U.S. Pat. No. 3,172,170, for example. Connecting boards or beams arranged adjacent to each other using threaded rods is also described in SU 1 784 723 A1.
- A panel element of the type described above is also listed under AT 003 277 U1. In this existing panel element, the connection of the boards or beams is effected with wooden dowels that are spaced in the longitudinal direction of the boards or beams, are located parallel to each other and are arranged perpendicularly to the longitudinal direction of the individual boards or beams. The individual boards or beams are connected relatively loosely. In particular, it is not possible to prevent swelling and shrinking of the total dimension of the panel element. The possibilities for using these panel elements as ceiling and wall elements are therefore limited and/or relatively elaborate measures must be taken during installation to permit changes in the width dimension of the panel elements as they swell and shrink.
- The task of the invention is to prepare a panel element of the type mentioned initially in which the change in the total width of the panel element as a result of the swelling and shrinking of the wood of the panel element's individual boards or beams is prevented or is at least minimized. According to the present invention, this is made possible by the fact that these wooden dowels are placed at an angle of a least 15°, preferably 25°, perpendicularly to the side of the boards or beams, whereby suitable wooden dowels are provided in both directions with respect to these perpendicular lines.
- Surprisingly, it has been shown that this easily executed measure results in a change in the width of the panel element due to swelling and shrinking of the wood of the individual boards or beams is significantly impeded and/or restricted, whereby a metal-free panel element can be provided that has excellent subsequent workability properties. Another advantage to this invented panel element is that it can also be produced without glue, so that the environmental impact is lessened. The manufacture of the panel element is extremely easy. The adjacently arranged boards or beams are pre-bored and the wooden dowels are driven into the pre-bored holes.
- Additional advantages and details of the invention will be explained below on the basis of the preferred construction forms illustrated in the attached drawings. The drawings show:
-
FIG. 1 A perspective representation of a part of an invented panel element -
FIGS. 2, 3 and 4 schematic representations to illustrate various fastening possibilities for the boards or beams of the panel element and -
FIG. 5 a perspective representation of a somewhat modified example of executing the invention. - The design example of an invented panel element illustrated in
FIG. 5 in the form of a load bearing ceiling element includes numerous adjacently arranged boards (1). The adjacent boards are placed next to each other along their widths, and the narrow ends of these boards together form the surfaces (2) of the panel element. The longitudinal dimension of the boards (1) represents the length of the panel element, and the width of the boards (1) equates to the thickness (t) of the panel element. The width (w) of the panel element is the result of the total thickness of the board sandwich. - The adjacently arranged boards are connected with wooden dowels (3), which are indicated in
FIG. 1 with dashed lines. These wooden dowels essentially span the entire width (w) of the panel element, i.e. through all adjacently arranged boards (1). These wooden dowels (3) are placed at an angle (5) to the perpendicular sides (4) illustrated inFIGS. 1 and 2 by a dashed line on the face side of the boards (1), which comes to a minimum of 15°. It is preferable for this angle to be at least 25° and less than 45°. The 30° to 35° range is especially preferred. InFIG. 1 , sequentially arranged wooden dowels are angled toward the longitudinal direction of the panel element in opposite directions with respect to the perpendicular sides (4). In the design example shown inFIG. 4 , there are several wooden dowels (3) running parallel to each other, which are angled in the opposite direction with respect to the perpendicular sides (4). In any case, 4 angled wooden dowels are used in both directions from the perpendicular sides (4). If these wooden dowels, seen from a top view as shown inFIG. 3 , intersect at least at the ends, the sequentially arranged wooden dowels are arranged at differing levels, preferably at differing levels parallel to the surface (2) of the panel element. - To manufacture the panel element the adjacently arranged boards are provided with appropriate bore holes, and the wooden dowels are driven into the pre-bored holes. It is not necessary to use glue. A strong connection is created because when the wooden dowels are driven in the moisture content is less than the moisture content of the panels when installed.
- The adjacently arranged boards have molded edges on their abutting sides. These molded edges create stronger connections between the individual boards. In addition, these molded edges make it possible to permit passage openings (6) along the longitudinal direction of the panel elements. Wiring and pipe work can be installed in these openings or steel cables for producing a pre-tensioned ceiling.
- The individual boards (1) of the panel element can also have differing widths, as illustrated in
FIG. 5 . This permits the production of an acoustic ceiling or lighted ceiling, for example. - A panel element, according to the invention, can form a load bearing ceiling or wall element. It is also suitable, for example, for producing a wood-concrete composite ceiling. The boards (1) can also be curved along their longitudinal direction. This permits the production of so-called arched-barrel roofs with large free spans, which are preferably trussed with steel cables.
- The width of a single panel element can, for instance, range from 50 cm to 80 cm, its thickness, depending on the free span, from between 10 cm and 28 cm. The thickness of a single board can range from 20 and 45 mm, for example.
- The wooden dowels can be made of a hardwood such as beech. A softwood such as spruce or pitch pine, for example, can be used for the boards.
- Although it is preferable for the wooden dowels (3) to penetrate all boards and/or beams of the panel element; in principle shorter dowels could also be used in addition to those spanning essentially the entire width of the panel element. These shorter dowels would only penetrate some of the boards and/or beams. Besides the wooden dowels that are angled perpendicularly to the sides of the boards, in principle, dowels that are arranged parallel to the perpendicular sides could also be used.
Claims (12)
1. Panel elements consisting of a number of boards or beams arranged adjacent to each other and edgewise to the surface of the panel element, whereby wooden dowels are provided that penetrate all of the panel element's adjacent boards or beams for the purpose of connecting the boards or beams and characterized by the fact that these wooden dowels (3) are placed at an angle (5) to the perpendiculars (4) of the face sides of the boards (1) or beams of the panel elements, which comes to a minimum of 15°, preferably at least 25°, whereby the wooden dowels (3) are angled in both directions with respect to these perpendicular sides (4).
2. Panel element in accordance with claim 1 characterized by the fact that in each of the angled directions, with respect to the perpendicular sides, several wooden dowels (3) are spaced along the longitudinal direction of the boards (1) or beams.
3. Panel element in accordance with claim 2 , characterized by the fact that the dowels run parallel to each other in the respective direction of angle with respect to the perpendicular sides (4).
4. Panel element in accordance with either of claims 1 to 3 , characterized by the fact that from the perspective of the longitudinal direction of the boards (1) or beams, wooden dowels (3) are provided that run alternately in both angled directions with respect to the perpendicular sides (4).
5. Panel element in accordance with claim 4 , characterized by the fact that the alternately angled wooden dowels (3), seen from the top view of the panel element, cross each other at their ends.
6. Panel element in accordance with claims 1 to 5 , characterized by the fact that in both angled directions with respect to the perpendicular surfaces (4) the wooden dowels run parallel to the surface (2) of the panel element at different levels.
7. Panel element in accordance with either of claims 1 to 6 , characterized by the fact that the boards (1) or beams have mated molded edges along their abutting face sides, which in itself is already familiar.
8. Panel element in accordance with claim 7 , characterized by the fact that passage openings are provided between the face sides of the adjacent boards (1) or beams along the longitudinal direction of the boards (1) or beams.
9. Panel element in accordance with claims 1 to 8 , characterized by the fact that only wooden dowels (3) that penetrate all boards (1) or beams of the panel element are provided, which in itself is already familiar.
10. Panel element in accordance with either of claims 1 to 9 , characterized by the fact that the angle of the wooden dowels (3) to the perpendicular surfaces comes to a maximum of 45°.
11. Panel element in accordance with claim 10 , characterized by the fact that the angle (5) of the wooden dowels (3) to the perpendicular sides (4) ranges from 30° to 35°.
12. Panel element in accordance with either of claims 1 to 11 , characterized by the fact that the wooden dowels (3) are made of a hardwood, which in itself is familiar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/049,069 US20060179741A1 (en) | 2005-02-03 | 2005-02-03 | Unknown |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/049,069 US20060179741A1 (en) | 2005-02-03 | 2005-02-03 | Unknown |
Publications (1)
Publication Number | Publication Date |
---|---|
US20060179741A1 true US20060179741A1 (en) | 2006-08-17 |
Family
ID=36814192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/049,069 Abandoned US20060179741A1 (en) | 2005-02-03 | 2005-02-03 | Unknown |
Country Status (1)
Country | Link |
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US (1) | US20060179741A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2964124A1 (en) * | 2010-08-31 | 2012-03-02 | David Stanley Ludovic Bibay | Pre-slab for acoustic load-bearing floor of e.g. multi-storey dwelling, has piles provided with acoustic profiles including grooves and splines, and reentrants provided for passage of cables, electrical sheaths and hydraulic pipes |
US20160194869A1 (en) * | 2013-09-06 | 2016-07-07 | Loggo Ip Pty Ltd In Its Capacity As Trustee For Thornton Ip Trust | Composite structural member |
US20170096813A1 (en) * | 2014-05-18 | 2017-04-06 | Loggo Ip Pty Ltd In Its Capacity As Trustee For Thornton Ip Trust | Composite structural member 2 |
WO2018154184A1 (en) * | 2017-02-27 | 2018-08-30 | Aalto Haitek Oy | Wood composite arrangement and method for manufacturing said arrangement |
WO2023062238A1 (en) | 2021-10-17 | 2023-04-20 | Implenia Schweiz Ag | Wood-concrete composite floor having a planar wood element, method for production of same, and constructions having such a wood-concrete composite floor |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US666345A (en) * | 1900-10-03 | 1901-01-22 | Edward Goehst | Floor. |
US2107691A (en) * | 1936-03-24 | 1938-02-08 | Comalan Inc | Block keying system |
US2332081A (en) * | 1942-08-06 | 1943-10-19 | George M Hunt | Wooden panel |
US2342916A (en) * | 1942-10-26 | 1944-02-29 | John F Blaski | Arched wooden rafter |
US2355834A (en) * | 1940-07-08 | 1944-08-15 | Evans Prod Co | Wood flooring |
US4052832A (en) * | 1976-05-03 | 1977-10-11 | Pioneer Manufacturing Inc. | Joint and method for connecting structural members |
US4888934A (en) * | 1988-02-05 | 1989-12-26 | Raymond Couture | Beam structure |
US6829866B2 (en) * | 2000-03-21 | 2004-12-14 | Sfs Intec Holding Ag | Wooden beams with sections that are subjected to transversal tension |
-
2005
- 2005-02-03 US US11/049,069 patent/US20060179741A1/en not_active Abandoned
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US666345A (en) * | 1900-10-03 | 1901-01-22 | Edward Goehst | Floor. |
US2107691A (en) * | 1936-03-24 | 1938-02-08 | Comalan Inc | Block keying system |
US2355834A (en) * | 1940-07-08 | 1944-08-15 | Evans Prod Co | Wood flooring |
US2332081A (en) * | 1942-08-06 | 1943-10-19 | George M Hunt | Wooden panel |
US2342916A (en) * | 1942-10-26 | 1944-02-29 | John F Blaski | Arched wooden rafter |
US4052832A (en) * | 1976-05-03 | 1977-10-11 | Pioneer Manufacturing Inc. | Joint and method for connecting structural members |
US4888934A (en) * | 1988-02-05 | 1989-12-26 | Raymond Couture | Beam structure |
US6829866B2 (en) * | 2000-03-21 | 2004-12-14 | Sfs Intec Holding Ag | Wooden beams with sections that are subjected to transversal tension |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2964124A1 (en) * | 2010-08-31 | 2012-03-02 | David Stanley Ludovic Bibay | Pre-slab for acoustic load-bearing floor of e.g. multi-storey dwelling, has piles provided with acoustic profiles including grooves and splines, and reentrants provided for passage of cables, electrical sheaths and hydraulic pipes |
US20160194869A1 (en) * | 2013-09-06 | 2016-07-07 | Loggo Ip Pty Ltd In Its Capacity As Trustee For Thornton Ip Trust | Composite structural member |
US20170096813A1 (en) * | 2014-05-18 | 2017-04-06 | Loggo Ip Pty Ltd In Its Capacity As Trustee For Thornton Ip Trust | Composite structural member 2 |
US10119270B2 (en) * | 2014-05-18 | 2018-11-06 | Loggo Ip Pty Ltd | Extended span timber structural member |
WO2018154184A1 (en) * | 2017-02-27 | 2018-08-30 | Aalto Haitek Oy | Wood composite arrangement and method for manufacturing said arrangement |
WO2023062238A1 (en) | 2021-10-17 | 2023-04-20 | Implenia Schweiz Ag | Wood-concrete composite floor having a planar wood element, method for production of same, and constructions having such a wood-concrete composite floor |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |