US20030150182A1 - Structural member - Google Patents
Structural member Download PDFInfo
- Publication number
- US20030150182A1 US20030150182A1 US10/074,674 US7467402A US2003150182A1 US 20030150182 A1 US20030150182 A1 US 20030150182A1 US 7467402 A US7467402 A US 7467402A US 2003150182 A1 US2003150182 A1 US 2003150182A1
- Authority
- US
- United States
- Prior art keywords
- frame unit
- structural member
- cellular
- outer frame
- inner space
- 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
- 230000001413 cellular effect Effects 0.000 claims abstract description 10
- 239000000945 filler Substances 0.000 claims abstract description 9
- 239000006260 foam Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 8
- 238000005192 partition Methods 0.000 claims description 7
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 claims description 6
- 239000005011 phenolic resin Substances 0.000 claims description 6
- 229920001568 phenolic resin Polymers 0.000 claims description 6
- 229920000642 polymer Polymers 0.000 claims description 5
- 239000003562 lightweight material Substances 0.000 claims description 4
- 239000004927 clay Substances 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 239000004033 plastic Substances 0.000 claims description 2
- 229920000728 polyester Polymers 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 238000005260 corrosion Methods 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 5
- 238000007789 sealing Methods 0.000 description 2
- 239000004604 Blowing Agent Substances 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
- E04C2002/3444—Corrugated sheets
- E04C2002/345—Corrugated sheets with triangular corrugations
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
- E04C2002/3444—Corrugated sheets
- E04C2002/3466—Corrugated sheets with sinusoidal corrugations
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
- E04C2002/3472—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets with multiple layers of profiled spacer sheets
Definitions
- the invention relates to a structural member, more particularly to a structural member which is lightweight, which has high stress resistance, corrosion resistance, and tensile strength, and which can be used in various applications.
- a conventional partition 1 includes a plurality of units 11 .
- Each of the units 11 includes two face panels 111 disposed on opposite sides of a structural grid 112 , two slabs 114 mounted on the inner surfaces of the face panels 111 respectively, and a styrofoam layer 115 sandwiched between the slabs 114 .
- Sealing panels 116 are mounted on the structural grid 112 so as to seal spaces between two adjacent face panels 111 . Concrete is filled into spaces between opposing sealing panels 116 .
- the partition 1 can be installed with relative ease, the bearing strength is insufficient for use as main structural members of a building.
- a conventional floor structure 2 includes a corrugated plate 21 formed with a plurality of alternately arranged peaks and valleys 211 , a plurality of steel bars 22 mounted within the valleys 211 of the corrugated plate 21 , a steel grid 222 disposed on the peaks 211 of the corrugated plate 21 , and a concrete layer 23 formed on the corrugated plate 21 and having the bars 22 and the grid 222 embedded therein.
- the conventional floor structure 2 has sufficient bearing strength required for a floor structure, the construction process thereof is time and labor intensive and is thus costly.
- the object of the present invention is to provide a structural member which is lightweight, which has high stress resistance, corrosion resistance, and tensile strength, and which can be used in various applications.
- the structural member according to this invention includes an outer frame unit, a multi-cellular frame unit, and a foam filler.
- the outer frame unit confines an inner space.
- the multi-cellular frame unit is disposed in the inner space of the outer frame unit, and cooperates with the outer frame unit to define a plurality of cellular spaces within the inner space.
- the foam filler fills the cellular spaces.
- FIG. 1 is an exploded fragmentary perspective view of a conventional partition
- FIG. 2 is a perspective, partly sectional cutaway view of a conventional floor structure
- FIG. 3 is an exploded fragmentary perspective view of the preferred embodiment of the structural member according to this invention.
- FIG. 4 is a fragmentary partly sectional perspective view of the preferred embodiment
- FIG. 5 is a fragmentary partly sectional perspective view of another preferred embodiment of the structural member according to this invention.
- FIG. 6 is a schematic view showing the preferred embodiment when applied to a wall structure
- FIG. 7 is a schematic fragmentary perspective view showing the preferred embodiment when applied to a floor structure.
- FIG. 8 is a fragmentary sectional view showing the preferred embodiment when applied to a road or bridge structure.
- FIGS. 3 and 4 the preferred embodiment of a structural member 3 according to this invention is shown to comprise an outer frame unit 3 ′, a multi-cellular frame unit 3 ′′, and a foam filler 36 .
- the outer frame unit 3 ′ confines an inner space, and includes a parallel pair of face panels 31 and a plurality of side panels 33 interconnecting adjacent peripheral edges of the face panels 31 .
- the outer frame unit 3 ′ can be made of a lightweight material, such as wood, plastic steel, and a phenolic-resin-based polymer. Among them, the phenolic-resin-based polymer is preferred for the lightweight material since phenolic resin has characteristics, such as water resistance, corrosion resistance, flame resistance, and rigidity. If the phenolic-resin-based polymer is selected to produce the outer frame unit 3 ′, a minor amount of clay can be optionally added thereto.
- the multi-cellular frame unit 3 ′′ is disposed in the inner space of the outer frame unit 3 ′, and cooperates with the outer frame unit 3 ′ to define a plurality of cellular spaces 35 within the inner space.
- the multi-cellular frame unit 3 ′′ is made of a metal, such as steel.
- the multi-cellular frame unit 3 ′′ of this embodiment includes three porous corrugated plates 32 , and two porous partition plates 34 , each of which is sandwiched between two adjacent ones of the porous corrugated plates 32 . Adjacent ones of the face panels 31 and the porous partition plates 34 are interconnected via the peaks and valleys 321 of the porous corrugated plates 32 .
- the foam filler 36 fills all of the cellular spaces 35 via the pores 30 of the corrugated plates 32 and the partition plates 34 .
- the foam filler 36 is made of polyester having the properties of rigidity, flame resistance, and corrosion resistance, and is foamed using a blowing agent that is not harmful to the environment.
- FIG. 5 another preferred embodiment of the structural member 4 according to this invention is shown to be similar to the previous embodiment, except that the multi-cellular frame unit 42 is formed by bending a metal plate (such as a steel plate) into the configuration shown in FIG. 5 so as to form the cellular spaces 45 within the inner space of outer frame unit 41 .
- a metal plate such as a steel plate
- the structural member according to this invention is lightweight, has high stress resistance, corrosion resistance, and tensile strength, and can thus be used in various applications.
- the structural member 3 according to this invention can be easily installed on a wall grid 6 by any suitable manner (such as with the use of nails 5 ) so as to form a wall structure.
- the structural member 3 according to this invention can also be easily installed on a floor grid 7 so as to form a floor structure.
- the structural member 3 according to this invention can be applied to serve as a road or bridge surface.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
A structural member includes an outer frame unit, a multi-cellular frame unit, and a foam filler. The outer frame unit confines an inner space. The multi-cellular frame unit is disposed in the inner space of the outer frame unit, and cooperates with the outer frame unit to define a plurality of cellular spaces within the inner space. The foam filler fills the cellular spaces.
Description
- 1. Field of the Invention
- The invention relates to a structural member, more particularly to a structural member which is lightweight, which has high stress resistance, corrosion resistance, and tensile strength, and which can be used in various applications.
- 2. Description of the Related Art
- Referring to FIG. 1, a
conventional partition 1 includes a plurality ofunits 11. Each of theunits 11 includes twoface panels 111 disposed on opposite sides of astructural grid 112, twoslabs 114 mounted on the inner surfaces of theface panels 111 respectively, and astyrofoam layer 115 sandwiched between theslabs 114.Sealing panels 116 are mounted on thestructural grid 112 so as to seal spaces between twoadjacent face panels 111. Concrete is filled into spaces between opposingsealing panels 116. Although thepartition 1 can be installed with relative ease, the bearing strength is insufficient for use as main structural members of a building. - Referring to FIG. 2, a conventional floor structure 2 includes a
corrugated plate 21 formed with a plurality of alternately arranged peaks and valleys 211, a plurality ofsteel bars 22 mounted within the valleys 211 of thecorrugated plate 21, asteel grid 222 disposed on the peaks 211 of thecorrugated plate 21, and aconcrete layer 23 formed on thecorrugated plate 21 and having thebars 22 and thegrid 222 embedded therein. Although the conventional floor structure 2 has sufficient bearing strength required for a floor structure, the construction process thereof is time and labor intensive and is thus costly. - Therefore, the object of the present invention is to provide a structural member which is lightweight, which has high stress resistance, corrosion resistance, and tensile strength, and which can be used in various applications.
- The structural member according to this invention includes an outer frame unit, a multi-cellular frame unit, and a foam filler. The outer frame unit confines an inner space. The multi-cellular frame unit is disposed in the inner space of the outer frame unit, and cooperates with the outer frame unit to define a plurality of cellular spaces within the inner space. The foam filler fills the cellular spaces.
- Other features and advantages of the present invention will become apparent in the following detailed description of the preferred embodiments with reference to the accompanying drawings, of which:
- FIG. 1 is an exploded fragmentary perspective view of a conventional partition;
- FIG. 2 is a perspective, partly sectional cutaway view of a conventional floor structure;
- FIG. 3 is an exploded fragmentary perspective view of the preferred embodiment of the structural member according to this invention;
- FIG. 4 is a fragmentary partly sectional perspective view of the preferred embodiment;
- FIG. 5 is a fragmentary partly sectional perspective view of another preferred embodiment of the structural member according to this invention;
- FIG. 6 is a schematic view showing the preferred embodiment when applied to a wall structure;
- FIG. 7 is a schematic fragmentary perspective view showing the preferred embodiment when applied to a floor structure; and
- FIG. 8 is a fragmentary sectional view showing the preferred embodiment when applied to a road or bridge structure.
- Referring to FIGS. 3 and 4, the preferred embodiment of a
structural member 3 according to this invention is shown to comprise anouter frame unit 3′, amulti-cellular frame unit 3″, and afoam filler 36. - The
outer frame unit 3′ confines an inner space, and includes a parallel pair offace panels 31 and a plurality ofside panels 33 interconnecting adjacent peripheral edges of theface panels 31. Theouter frame unit 3′ can be made of a lightweight material, such as wood, plastic steel, and a phenolic-resin-based polymer. Among them, the phenolic-resin-based polymer is preferred for the lightweight material since phenolic resin has characteristics, such as water resistance, corrosion resistance, flame resistance, and rigidity. If the phenolic-resin-based polymer is selected to produce theouter frame unit 3′, a minor amount of clay can be optionally added thereto. - The
multi-cellular frame unit 3″ is disposed in the inner space of theouter frame unit 3′, and cooperates with theouter frame unit 3′ to define a plurality ofcellular spaces 35 within the inner space. Themulti-cellular frame unit 3″ is made of a metal, such as steel. Themulti-cellular frame unit 3″ of this embodiment includes three porouscorrugated plates 32, and twoporous partition plates 34, each of which is sandwiched between two adjacent ones of the porouscorrugated plates 32. Adjacent ones of theface panels 31 and theporous partition plates 34 are interconnected via the peaks andvalleys 321 of the porouscorrugated plates 32. - The
foam filler 36 fills all of thecellular spaces 35 via thepores 30 of thecorrugated plates 32 and thepartition plates 34. Preferably, thefoam filler 36 is made of polyester having the properties of rigidity, flame resistance, and corrosion resistance, and is foamed using a blowing agent that is not harmful to the environment. - When pressure is applied to the
top face panel 31 of theouter frame unit 3′, it will be distributed via the corrugated configuration of themulti-cellular frame unit 3′. Therefore, the bearing strength of thestructural member 3 according to this invention is enhanced. - Referring to FIG. 5, another preferred embodiment of the
structural member 4 according to this invention is shown to be similar to the previous embodiment, except that themulti-cellular frame unit 42 is formed by bending a metal plate (such as a steel plate) into the configuration shown in FIG. 5 so as to form thecellular spaces 45 within the inner space ofouter frame unit 41. - In view of aforesaid, the structural member according to this invention is lightweight, has high stress resistance, corrosion resistance, and tensile strength, and can thus be used in various applications.
- Referring to FIG. 6, the
structural member 3 according to this invention can be easily installed on awall grid 6 by any suitable manner (such as with the use of nails 5) so as to form a wall structure. Referring to FIG. 7, thestructural member 3 according to this invention can also be easily installed on afloor grid 7 so as to form a floor structure. Referring to FIG. 8, thestructural member 3 according to this invention can be applied to serve as a road or bridge surface. - While the present invention has been described in connection with what is considered the most practical and preferred embodiments, it is understood that this invention is not limited to the disclosed embodiments but is intended to cover various arrangements included within the spirit and scope of the broadest interpretation so as to encompass all such modifications and equivalent arrangements.
Claims (14)
1. A structural member, comprising:
an outer frame unit that confines an inner space;
a multi-cellular frame unit disposed in said inner space of said outer frame unit, said multi-cellular frame unit cooperating with said outer frame unit to define a plurality of cellular spaces within said inner space; and
a foam filler that fills said cellular spaces.
2. The structural member as claimed in claim 1 , wherein said outer frame unit is made of a lightweight material.
3. The structural member as claimed in claim 2 , wherein said lightweight material is selected from the group consisting of wood, plastic steel, and a phenolic-resin-based polymer.
4. The structural member as claimed in claim 3 , wherein said phenolic-resin-based polymer contains clay.
5. The structural member as claimed in claim 1 , wherein said outer frame unit includes a parallel pair of face panels, and a plurality of side panels interconnecting adjacent peripheral edges of said face panels.
6. The structural member as claimed in claim 1 , wherein said multi-cellular frame unit is porous.
7. The structural member as claimed in claim 1 , wherein said multi-cellular frame unit is made of a metal.
8. The structural member as claimed in claim 7 , wherein said metal is steel.
9. The structural member as claimed in claim 1 , wherein said multi-cellular frame unit includes at least two corrugated plates, and at least one partition plate sandwiched between two of said corrugated plates.
10. The structural member as claimed in claim 9 , wherein said multi-cellular frame unit is made of a metal.
11. The structural member as claimed in claim 10 , wherein said metal is steel.
12. The structural member as claimed in claim 1 , wherein said multi-cellular frame unit includes a metal plate bent to form said cellular spaces within said inner space.
13. The structural member as claimed in claim 12 , wherein said metal plate is a steel plate.
14. The structural member as claimed in claim 1 , wherein said foam filler is made of polyester.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/074,674 US20030150182A1 (en) | 2002-02-13 | 2002-02-13 | Structural member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/074,674 US20030150182A1 (en) | 2002-02-13 | 2002-02-13 | Structural member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20030150182A1 true US20030150182A1 (en) | 2003-08-14 |
Family
ID=27659933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/074,674 Abandoned US20030150182A1 (en) | 2002-02-13 | 2002-02-13 | Structural member |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20030150182A1 (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050086900A1 (en) * | 2003-10-23 | 2005-04-28 | Milton Reynolds | Integral forming technology, a method of constructing steel reinforced concrete structures |
| US20070234675A1 (en) * | 2006-03-17 | 2007-10-11 | Panel Resources, Inc. | Lightweight man-made board |
| US20080078038A1 (en) * | 2006-09-28 | 2008-04-03 | Hossein Borazghi | Fiber reinforced thermoplastic composite panel |
| US20080312847A1 (en) * | 2007-06-15 | 2008-12-18 | Morteza Safai | Method and apparatus for nondestructive corrosion detection using quantum dots |
| WO2010139021A1 (en) * | 2009-06-05 | 2010-12-09 | Mahir Urusoglu | Aspects of construction |
| CN101954759A (en) * | 2010-09-14 | 2011-01-26 | 哈尔滨工业大学 | Lightweight dot-matrix coreboard and method for manufacturing same by electrospark perforation |
| US8544240B2 (en) * | 2006-03-11 | 2013-10-01 | John P. Hughes, Jr. | Ballistic construction panel |
| US20140013695A1 (en) * | 2012-07-13 | 2014-01-16 | Victor Wolynski | Modular building panel |
| US8691340B2 (en) | 2008-12-31 | 2014-04-08 | Apinee, Inc. | Preservation of wood, compositions and methods thereof |
| US8739498B2 (en) * | 2012-08-14 | 2014-06-03 | Assa Abloy Door Group, Llc | Fire door |
| WO2016054607A1 (en) * | 2014-10-02 | 2016-04-07 | Scott Lewit | Composite structural panel and method of fabrication |
| US9878464B1 (en) | 2011-06-30 | 2018-01-30 | Apinee, Inc. | Preservation of cellulosic materials, compositions and methods thereof |
| US10145108B2 (en) * | 2016-05-12 | 2018-12-04 | Aryan Twenty 5, LLC | Panel and method for fabricating, installing and utilizing a panel |
| US11131089B2 (en) | 2011-06-17 | 2021-09-28 | Basf Se | High performace wall assembly |
-
2002
- 2002-02-13 US US10/074,674 patent/US20030150182A1/en not_active Abandoned
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7421828B2 (en) * | 2003-10-23 | 2008-09-09 | Milton Reynolds | Integral forming technology, a method of constructing steel reinforced concrete structures |
| US20050086900A1 (en) * | 2003-10-23 | 2005-04-28 | Milton Reynolds | Integral forming technology, a method of constructing steel reinforced concrete structures |
| US8544240B2 (en) * | 2006-03-11 | 2013-10-01 | John P. Hughes, Jr. | Ballistic construction panel |
| US20070234675A1 (en) * | 2006-03-17 | 2007-10-11 | Panel Resources, Inc. | Lightweight man-made board |
| US20080078038A1 (en) * | 2006-09-28 | 2008-04-03 | Hossein Borazghi | Fiber reinforced thermoplastic composite panel |
| US20080312847A1 (en) * | 2007-06-15 | 2008-12-18 | Morteza Safai | Method and apparatus for nondestructive corrosion detection using quantum dots |
| US9314938B2 (en) | 2008-12-31 | 2016-04-19 | Apinee, Inc. | Preservation of wood, compositions and methods thereof |
| US8691340B2 (en) | 2008-12-31 | 2014-04-08 | Apinee, Inc. | Preservation of wood, compositions and methods thereof |
| WO2010139021A1 (en) * | 2009-06-05 | 2010-12-09 | Mahir Urusoglu | Aspects of construction |
| CN102459775A (en) * | 2009-06-05 | 2012-05-16 | Hsem管理私人有限公司(Hsem控股信托的受托人) | Aspects of Construction |
| CN101954759A (en) * | 2010-09-14 | 2011-01-26 | 哈尔滨工业大学 | Lightweight dot-matrix coreboard and method for manufacturing same by electrospark perforation |
| US11131089B2 (en) | 2011-06-17 | 2021-09-28 | Basf Se | High performace wall assembly |
| US9878464B1 (en) | 2011-06-30 | 2018-01-30 | Apinee, Inc. | Preservation of cellulosic materials, compositions and methods thereof |
| US20140013695A1 (en) * | 2012-07-13 | 2014-01-16 | Victor Wolynski | Modular building panel |
| US9212485B2 (en) * | 2012-07-13 | 2015-12-15 | Victor Wolynski | Modular building panel |
| US8739498B2 (en) * | 2012-08-14 | 2014-06-03 | Assa Abloy Door Group, Llc | Fire door |
| WO2016054607A1 (en) * | 2014-10-02 | 2016-04-07 | Scott Lewit | Composite structural panel and method of fabrication |
| US10465348B2 (en) | 2014-10-02 | 2019-11-05 | Composites Intellectual Holdings, Inc. | Composite structural panel and method of fabrication |
| US10676883B2 (en) | 2014-10-02 | 2020-06-09 | Couposites Intellectual Holdings, Inc. | Composite bridge deck structural panel and method of fabrication |
| US10145108B2 (en) * | 2016-05-12 | 2018-12-04 | Aryan Twenty 5, LLC | Panel and method for fabricating, installing and utilizing a panel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: PAN, MAO-TING, TAIWAN Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:LIN, CHENG;REEL/FRAME:012589/0849 Effective date: 20020202 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |