Compressed wood waste structural I-beam
View Patent ↗Methods for forming structural beams and the beams resulting from such methods are disclosed. The disclosed methods compress and adhesively bond wood strands into beams. A beam formed from any one of the disclosed methods may, if desired, have any one of several disclosed shapes, strand configurations, or strand densities.
1. An elongate structural wood beam comprising flange portions of a first average thickness extending parallel to a longitudinal axis of said beam along opposing longitudinal edges thereof, said flange portions being transversely interconnected by a central web portion of said beam having a second average thickness less than said first average thickness, at least a major volume of said wood beam being composed of compressed and adhesively bonded elongate wood strands, said web portion having a web width measured transversely from one of said flange portions to the other of said flange portions, said web portion gradually increasing in thickness, from a central section thereof occupying a minor portion of said web width, transversely toward each of said flange portions.
2. The structural wood beam of claim 1 wherein said elongate wood strands are formed from at least one of the following types of wood waste: (a) divided milled wood waste pieces, (b) divided round wood waste pieces, (c) divided veneer waste and (d) a combination of any two or more thereof.
3. The structural wood beam of claim 1 wherein said elongate wood strands have an average width of at least 2.5 cm prior to compression.
4. The structural wood beam of claim 1 , a majority of longer ones of said strands having lengths oriented more longitudinally than transversely with respect to said longitudinal axis of said beam and a majority of shorter ones of said strands having lengths not so oriented, said longer ones of said strands having lengths of at least 30 cm and said shorter ones of said strands having lengths less than 30 cm.
5. The structural wood beam of claim 4 wherein said strands which are not so oriented are intermixed with said strands which are so oriented.
6. The structural wood beam of claim 5 wherein a ratio between said strands which are so oriented and said strands which are not so oriented varies over the cross section of said beam.
7. The structural wood beam of claim 1 wherein said strands include strands each formed from a piece of milled wood waste by only a single knife pass.
8. The structural wood beam of claim 1 wherein said strands include strands each formed from a piece of round wood waste by only a single knife pass.
9. The structural wood beam of claim 1 , said elongate wood strands including strands at least 30 cm in length having lengths of an orientation more longitudinal than transverse with respect to said longitudinal axis of said beam, a volumetric percentage of elongate wood strands within said flange portions having said orientation and a lesser volumetric percentage of elongate wood strands within said web portion having said orientation.
10. The structural wood beam of claim 1 wherein said strands in said web portion have an average compressed density greater than that of said strands in said flange portions.
11. The structural wood beam of claim 1 wherein said strands in said web portion have an average length less than that of said strands in said flange portions.
12. An elongate structural wood beam comprising flange portions of a first average thickness extending parallel to a longitudinal axis of said beam along opposing longitudinal edges thereof, said flange portions being transversely interconnected by a central web portion of said beam having a second average thickness less than said first average thickness, at least a major volume of said wood beam being composed of compressed and adhesively bonded elongate wood strands, a majority of longer ones of said strands having lengths oriented more longitudinally than transversely with respect to said longitudinal axis of said beam and a majority of shorter ones of said strands having lengths not so oriented, said longer ones of said strands having lengths of at least 30 cm and said shorter ones of said strands having lengths less than 30 cm.
13. The structural wood beam of claim 12 wherein said elongate wood strands are formed from at least one of the following types of wood waste: (a) divided milled wood waste pieces, (b) divided round wood waste pieces, (c) divided veneer waste and (d) a combination of any two or more thereof.
14. The structural wood beam of claim 12 wherein said elongate wood strands have an average width of at least 2.5 cm prior to compression.
15. The structural wood beam of claim 12 , said flange portions including a greater volumetric percentage of said longer ones of said strands than said web portion.
16. The structural wood beam of claim 15 wherein said strands which are not so oriented are intermixed with said strands which are so oriented.
17. The structural wood beam of claim 16 wherein a ratio between said strands which are so oriented and said strands which are not so oriented varies over the cross section of said beam.
18. The structural wood beam of claim 12 wherein said strands include strands each formed from a piece of milled wood waste by only a single knife pass.
19. The structural wood beam of claim 12 wherein said strands include strands each formed from a piece of round wood waste by only a single knife pass.
20. The structural wood beam of claim 12 wherein said strands in said web portion have an average compressed density greater than that of said strands in said flange portions.
21. The structural wood beam of claim 12 wherein said strands in said web portion have an average length less than that of said strands in said flange portions.
22. An elongate structural wood beam comprising flange portions of a first average thickness extending parallel to a longitudinal axis of said beam along opposing longitudinal edges thereof, said flange portions being transversely interconnected by a central web portion of said beam having a second average thickness less than said first average thickness, at least a major volume of said wood beam being composed of compressed and adhesively bonded elongate wood strands, said strands in said web portion having an average compressed density greater than that of said strands in said flange portions.
23. The structural wood beam of claim 22 wherein said elongate wood strands are formed from at least one of the following types of wood waste: (a) divided milled wood waste pieces, (b) divided round wood waste pieces, (c) divided veneer waste and (d) a combination of any two or more thereof.
24. The structural wood beam of claim 22 wherein said elongate wood strands have an average width of at least 2.5 cm prior to compression.
25. The structural wood beam of claim 22 , a majority of longer ones of said strands having lengths oriented more longitudinally than transversely with respect to said longitudinal axis of said beam and a majority of shorter ones of said strands having lengths not so oriented, said longer ones of said strands having lengths of at least 30 cm and said shorter ones of said strands having lengths less than 30 cm.
26. The structural wood beam of claim 25 wherein said strands which are not so oriented are intermixed with said strands which are so oriented.
27. The structural wood beam of claim 26 wherein a ratio between said strands which are so oriented and said strands which are not so oriented varies over the cross section of said beam.
28. The structural wood beam of claim 22 wherein said strands include strands each formed from a piece of milled wood waste by only a single knife pass.
29. The structural wood beam of claim 22 wherein said strands include strands each formed from a piece of round wood waste by only a single knife pass.
30. The structural wood beam of claim 22 wherein said strands in said web portion have an average length less than that of said strands in said flange portions.
31. An elongate structural wood beam comprising flange portions of a first average thickness extending parallel to a longitudinal axis of said beam along opposing longitudinal edges thereof, said flange portions being transversely interconnected by a central web portion of said beam having a second average thickness less than said first average thickness, at least a major volume of said wood beam being composed of compressed and adhesively bonded elongate wood strands, said strands in said web portion having an average length less than that of said strands in said flange portions.
32. The structural wood beam of claim 31 wherein said elongate wood strands are formed from at least one of the following types of wood waste: (a) divided milled wood waste pieces, (b) divided round wood waste pieces, (c) divided veneer waste and (d) a combination of any two or more thereof.
33. The structural wood beam of claim 31 wherein said elongate wood strands have an average width of at least 2.5 cm prior to compression.
34. The structural wood beam of claim 31 , a majority of longer ones of said strands having lengths oriented more longitudinally than transversely with respect to said longitudinal axis of said beam and a majority of shorter ones of said strands having lengths not so oriented, said longer ones of said strands having lengths of at least 30 cm and said shorter ones of said strands having lengths less than 30 cm.
35. The structural wood beam of claim 34 wherein said strands which are not so oriented are intermixed with said strands which are so oriented.
36. The structural wood beam of claim 35 wherein a ratio between said strands which are so oriented and said strands which are not so oriented varies over the cross section of said beam.
37. The structural wood beam of claim 31 wherein said strands include strands each formed from a piece of milled wood waste by only a single knife pass.
38. The structural wood beam of claim 31 wherein said strands include strands each formed from a piece of round wood waste by only a single knife pass.