The present invention relates to an automatic take-up coupler. The coupler is adapted for maintaining two structural members in tension. The coupler of the present invention is connected to two elongated tension members and is designed to draw the two elongated tension members together where dimensional changes in the structures occur as in shrinkage of the wood materials.
The device is adapted for maintaining the tension forces between a pair of elongated tension members. The present invention is inserted between two elongated tension members and is designed to allow the ends of the two elongated tension members it connects to draw together, if conditions push the two proximal ends closer to each other or tension on the two ends is reduced.
The present invention is particularly suited for use with tie-down systems used to anchor wood-framed buildings to their foundations. Many such systems use a rod or bolt or an in-line series of rods or bolts that are anchored at their lower end to either a lower member of the building or directly to the foundation of the building. The upper ends of the bolt or rod or the series are connected to a plate or a bracket which, in turn, is connected to or rests upon an upper portion of the building. Intermediate portions or levels of the building may also be connected to the rod or the series of rods. Where the rod or series of rods is connected to the building, the rod or bolt is usually connected to the bracket by means of a nut thread onto the bolt or rod that presses against the plate or bracket. The rod or series of rods is placed in tension by tightening the nut against the plate or bracket that receives the rod or bolt and tensioning any coupling devices between the rods.
Tying elements of the building together with straps or cables is particularly intended to prevent damage or destruction to the building in the event of cataclysmic occurrences such as earthquakes, flooding or high winds. U.S. Pat. No. 573,452, granted Dec. 22, 1896, to Delahunt teaches the use of a standard turnbuckle to connect threaded rods that tie a building to its foundation.
For the rod or series of rods to serve as an effective anchor for the building it is important that the rod or series of rods remain in tension. However, a number of different factors can cause the tie-down system to lose its tension.
One such factor is wood shrinkage. Most lumber used in wood-frame construction has a water content when the building is constructed that is relatively high in comparison to the water content in the lumber after the building has been assembled. Once the envelope of the building is completed, the lumber is no longer exposed to the relatively humid outside air, and it begins to lose moisture which leads to shrinkage. A standard 2×4 can shrink by as much as 1/16″ of an inch across its grain within the first two years that it is incorporated in a building.
Delahunt '452 taught that as wood building structural members shrink during the life of the building, the cables will go slack and lose their ability to hold the wood members together. The turnbuckles that coupled the rods together in Delahunt '452 enabled workmen to hand rotate the turnbuckles to tighten the cables connecting the foundation and the roof or to connect wood roof members to other wood roof members. See also Williams, U.S. Pat. No. 5,664,389, granted Sep. 9, 1997, which uses non-adjustable clamps to couple multiple lengths of reinforcing bar to tie a roof structure of a multistory wood frame building to a concrete foundation.
In most wood frame structures, the cables and devices to tighten the cables, such as turnbuckles are buried within the structure after construction is completed. Manually turning the turnbuckles or other devices used to re-tension the cables is an expensive proposition particularly where building panels must be removed to reach the turnbuckles or other tightening devices.
Most of the wood shrinkage occurs during the first couple of years after construction but can continue at a much slower rate for several years. Since any loose connections in the building, during oscillating forces imposed on a building, such as during earthquakes, floods, and high wind, increase the probability of damage or destruction to the building, efforts have been made to tighten the connections by the use of automatic take-up devices.
A wide variety of methods have been proposed to automatically maintain the tension in anchoring rods and bolts used in tie down systems for buildings, so that an operator need not tighten them manually. See, for example: U.S. Pat. No. 5,180,268, granted to Arthur B. Richardson on Jan. 12, 1993; U.S. Pat. No. 5,364,214, granted to Scott Fazekas on Nov. 15, 1994; U.S. Pat. No. 5,522,688, granted to Carter K. Reh on Jun. 4, 1996; or U.S. Pat. No. 5,815,999, granted Oct. 6, 1998 to Williams. These devices are interposed between two work members and expand as the two members separate, maintaining the connection or contact between them. These devices are designed to expand without reversing or contracting once they are installed.
Another approach is taught by U.S. Pat. No. 4,812,096. This patent was granted to Peter O. Peterson on Mar. 14, 1989. In this method, the tension rods are pulled into connecting brackets as the building shrinks and settles, such that the over-all length of the tie-down system is reduced.
The present invention represents an improvement over the prior art methods. The present invention provides a novel take-up tension device that like Peterson '096 reduces the over-all length of the tie-down system as the tension in the in-line rod system attempts to reduce. The present invention is fully adjustable within a certain range of movement and provides a rigid force transmitting mechanism. Certain embodiments of the present invention also provide shielding for some of the working mechanisms of the device from the elements and dirt and grime.
The preferred coupler of the present invention is intended to be used in conjunction with holdowns and continuous tiedowns, as part of a restraint system in a wood or steel frame construction, to remove slack from the system by compensating for shrinkage and/or settlement of the framing. The preferred coupler of the present invention is an in-line coupling device that connects threaded rods together between storey levels, and maintains a tight configuration when shrinkage and/or settlement occurs. The device can be installed at any height in the wall, and is capable of compensating for up to one inch (25 mm) of shrinkage and/or settlement from the storey level above. Reducing couplers allow transitions between different rod diameters. Each end of the coupler is manufactured to create a positive stop for the threaded rod. The coupler has witness holes to allow for inspection of proper thread engagement.
The present invention consists of a connection, having a first elongated tension member, and a second elongated tension member and a contraction device or coupler that receives the first and second tension members and is loaded in tension by its connection to the first and second structural tension members.
The objective of the present invention is to provide an automatic take-up coupler which is relatively small, relatively inexpensive and easy to install.
Another objective is to provide an automatic take-up coupler which will reliably achieve a selected design tension during a reasonable selected time period in the life of the building.
A still further objective is to provide an automatic take-up coupler which has reduced frictional turning resistance to the take-up action of the device.
As shown in
The torsion spring 20 must have sufficient energy to rotate the surrounding sleeve 9 and the first rotational member 15 so as to be capable of overcoming the friction resistance of the threads.
Furthermore, the torsion spring 20 must be capable of rotating the surrounding sleeve 9 in relation to the first rotational member 15 a sufficient number of times to maintain the design selected tension in the first and second elongated tension members 2 and 5.
As shown in
As shown in
As shown in
The coupler 8 includes a surrounding sleeve 9, a first rotational member 15, and a torsion spring 20. The surrounding sleeve 9 has a connection end 10 and a take-up end 11, and a central bore 12. At least a portion of the central bore 12 is formed as a substantially cylindrical inner surface 13 and at least a portion of the cylindrical inner surface 13 is formed with a thread 14. The first rotational member 15 has a proximal end 16 and a distal end 17. The first rotational member 15 is received in the central bore 12 of the surrounding sleeve 9 and is operatively connected to the surrounding sleeve 9. The first rotational member 15 has a substantially cylindrical outer surface 18 formed with a thread 19 that mates with the thread 14 of the cylindrical inner surface 13 of the surrounding sleeve 9. The first rotational member 15 is connected to the surrounding sleeve 9 only by the mating attachment of the thread 19 on the cylindrical outer surface 18 with the thread 14 of the surrounding sleeve 9, so that the first rotational member 15 can rotate in relation to the surrounding sleeve 9. The torsion spring 20 connects the first rotational member 15 and the surrounding sleeve 9. The torsion spring 20 biases the first rotational member 15 and the surrounding sleeve 9 in opposite rotational directions so that the first rotational member 15 can be drawn into the surrounding sleeve 9.
As shown in
As shown in
The coupler 8 preferably has a first end 22 and a second end 23, with a first coupling aperture 24 at the first end 22 and a second coupling aperture 25 at the second end 23. The first elongated tension member 2 is inserted in the first coupling aperture 24 and the second elongated tension member 5 is inserted in the second coupling aperture 25.
Preferably, the proximal end 3 of the first elongated tension member 2 is at least partially formed with a thread 26 where the coupler 8 attaches to the first elongated tension member 2. Preferably, the proximal end 6 of the second elongated tension member 5 is at least partially formed with a thread 27 where the coupler 8 attaches to the second elongated tension member 5. Preferably, the coupler 8 attaches to the first and second elongated tension members 2 and 5 by means of a first internally threaded portion 28 accessible through the first coupling aperture 24 and a second internally threaded portion 29 accessible through the second coupling aperture 25. The first and second internally threaded portions 28 and 29 mate with the threads 26 and 27 of the first and second elongated tension members 2 and 5, respectively. In the preferred embodiment, the first and second internally threaded portions 28 and 29 are both formed with positive stops 60 for the threads 26 and 27 of the first and second elongated tension members 2 and 5, so that the first and second elongated tension members 2 and 5 can only enter the coupler 8 a selected distance. This prevents the first and second elongated tension members 2 and 5 from interfering with the ability of the coupler 8 to contract.
Preferably, the first and second elongated tension members 2 and 5 are first and second threaded rods 2 and 5. The first and second threaded rods 2 and 5 are preferably cut square and their design complies with code specifications.
As shown in
The internal thread 19 of the first rotational member, 15 near the proximal end 16 of the first rotational member 15, is preferably disturbed so that it is not possible for the proximal end 3 of the first elongated tension member 2, traveling on the internal thread 19, to travel past a selected point 33 near the proximal end 16 of the first rotational member 15.
As shown in
The internal thread 39 of the second end connection member 34, near the proximal end 35 of the second end connection member 34, is preferably disturbed so that it is not possible for the proximal end 6 of the second elongated tension member 5, traveling on the internal thread 39, to travel past a selected point 40 near the proximal end 35 of the internal thread 39. As shown in
The second end connection member 34 preferably has a substantially cylindrical outer surface 42 where it is received within the surrounding sleeve 9 and the second end connection member 34 can freely rotate within the surrounding sleeve 9. Preferably, the second end connection member 34 is completely received within the surrounding sleeve 9.
In an alternate embodiment of the present invention shown in
The distal end 17 of the first rotational member 15 is received in the central bore 46 of the supplemental surrounding sleeve 43 and is operatively connected to the supplemental surrounding sleeve 43. The first rotational member 15 has a substantially cylindrical outer surface 18 formed with a thread 19 that mates with the thread 48 of the cylindrical inner surface 47 of the supplemental surrounding sleeve 43. The first rotational member 15 is connected to the supplemental surrounding sleeve 43 only by the mating attachment of the thread 19 on the cylindrical outer surface 18 with the thread 48 of the supplemental surrounding sleeve 43, so that the first rotational member 15 can rotate in relation to the supplemental surrounding sleeve 43. The second torsion spring 49 connects the first rotational member 15 and the supplemental surrounding sleeve 43. The torsion spring 49 biases the first rotational member 15 and the supplemental surrounding sleeve 43 in opposite rotational directions so that the first rotational member 15 can be drawn into the supplemental surrounding sleeve 43.
As best shown in
As shown in
As shown in
The proximal end 3 of the first elongated tension member 2 is preferably at least partially formed with a thread 26 where the coupler 8 attaches to the first elongated tension member 2. The proximal end 6 of the second elongated tension member 5 is preferably at least partially formed with a thread 27 where the coupler 8 attaches to the second elongated tension member 5. The coupler 8 preferably attaches to the first and second elongated tension members 2 and 5 by means of a first internally threaded portion 28 on the first coupling aperture 24 and a second internally threaded portion 29 on the second coupling aperture 25. The first and second internally threaded portions 28 and 29 mate with the threads 26 and 27 of the first and second elongated tension members 2 and 5, respectively.
As shown in
The internal thread 53 of the cylindrical inner surface 52 of the first end connection member 50 preferably receives the thread 26 of the proximal end 3 of the first elongated tension member 2. Preferably, the surrounding sleeve 9 is provided with a second end connection member 34.
The second end connection member 34 preferably has a proximal end 35 and a distal end 36, and a central cavity 37. At least a portion of the central cavity 37 is formed as a substantially cylindrical inner surface 38 and at least a portion of the cylindrical inner surface 38 is formed with an internal thread 39. Preferably, the internal thread 39 of the cylindrical inner surface 38 of the second end connection member 34 receives the thread 27 of the proximal end 6 of the second elongated tension member 5.
In an alternate embodiment of the present invention shown in
As shown in
Preferably, in the alternate embodiment shown in
The proximal end 3 of the first elongated tension member 2 is preferably at least partially formed with a thread 26 where the coupler 8 attaches to the first elongated tension member 2. The proximal end 6 of the second elongated tension member 5 is preferably at least partially formed with a thread 27 where the coupler 8 attaches to the second elongated tension member 5. The coupler 8 preferably attaches to the first and second elongated tension members 2 and 5 by means of internally threaded portions 28 and 29 on the first and second coupling apertures 24 and 25 that mate with the threads 26 and 27 of the first and second elongated tension members 2 and 5, respectively.
Preferably, the first rotational member 15 is provided with a first end connection member 50. The first end connection member 50 has a central cavity 51. At least a portion of the central cavity 51 is formed as a substantially cylindrical inner surface 52 and at least a portion of the cylindrical inner surface 52 is formed with an internal thread 53. The internal thread 53 of the cylindrical inner surface 52 of the first end connection member 51 preferably receives the thread 26 of the proximal end 3 of the first elongated tension member 2.
As shown in
As shown in
Preferably, in the preferred embodiment shown in
There are five preferred models of the coupler 8 of the present invention, the ATS-CTUD55, ATS-CTUD77, ATS-CTUD75, ATS-CTUD99 and ATS-CTUD97. The surrounding sleeves 9 and first rotational members 15 of all five models are preferably formed from ASTM A311 Class B, Grade 1144 steel, with a minimum tensile strength of 126,000 psi (869 MPa), and minimum yield strength of 105,000 psi (724 MPa). The torsion spring 20 is preferably formed from ASTM A313, Type 631 stainless steel torsional wire. The ATS-CTUD55, ATS-CTUD77 and ATS-CTUD75 torsion springs 20 are preferably formed from 0.110 inch (2.8 mm) wire. The ATS-CTUD99 and ATS-CTUD97 torsion springs 20 are preferably formed from 0.115 inch (2.9 mm) wire. All five models are preferably coated for corrosion protection when exposed to moisture; the preferred coating is a manganese phosphate finish.
The ATS-CTUD55 coupler 8 preferably couples a first elongated tension member 2 that is ⅝ inch in diameter and a second elongated tension member 5 that is ⅝ inch in diameter; the ATS-CTUD55 is preferably 1 ⅞ inches in diameter and 5 inches long and has an allowable tension capacity of 15,520 pounds. The ATS-CTUD77 coupler 8 preferably couples a first elongated tension member 2 that is ⅞ inch in diameter and a second elongated tension member 5 that is ⅞ inch in diameter; the ATS-CTUD77 is preferably 2 inches in diameter and 5 ½ inches long and has an allowable tension capacity of 31,795 pounds. The ATS-CTUD75 coupler 8 preferably couples a first elongated tension member 2 that is ⅞ inch in diameter and a second elongated tension member 5 that is ⅝ inch in diameter—a reducing coupler; the ATS-CTUD75 is preferably 2 inches in diameter and 5 ½ inches long and has an allowable tension capacity of 31,795 pounds. The ATS-CTUD99 coupler 8 preferably couples a first elongated tension member 2 that is 1 ⅛ inches in diameter and a second elongated tension member 5 that is 1 ⅛ inches in diameter; the ATS-CTUD99 is preferably 2 ½ inches in diameter and 6 ⅛ inches long and has an allowable tension capacity of 55,955 pounds. The ATS-CTUD97 coupler 8 preferably couples a first elongated tension member 2 that is 1 ⅛ inches in diameter and a second elongated tension member 5 that is ⅞ inch in diameter—a reducing coupler; the ATS-CTUD97 is preferably 2 ½ inches in diameter and 6 ⅛ inches long and has an allowable tension capacity of 55,955 pounds. Allowable tension capacities are based on ultimate loads divided by a safety factor of 3 and do not include a 33 percent steel stress increase. The threads 26 and 27 of the first and second elongated tension members 2 and 5, respectively, are both preferably UNC Class 2A.
Preferably, the distal end 17 of the first rotational member 15 is threaded onto the first elongated tension member 2, which is preferably the one of the first and second elongated tension members 2 and 5 that is below the coupler 8. The first rotational member 15 is preferably threaded onto the first elongated tension member 2 until the first elongated tension member 2 reaches the positive stop 60 in the first rotational member 15 and can be fully seen in the witness holes 61 in the first rotational member 15. The activation pins 62 at each end of the locking clip 21 are preferably facing out. Then the second elongated tension member 5 is preferably threaded into the connection end 10 of the surrounding sleeve 9 until the second elongated tension member 5 reaches the positive stop 60 in the surrounding sleeve 9. The activation pins 62 are not removed until the entire system is installed and inspection of the thread engagements has been completed. Couplers 8 are installed at each level until the run is complete. After the run has been completed and thread engagement has been inspected, the tie wire 63 and activation pins 62 are removed from each coupler 8.
An alternate preferred embodiment of the coupler 8 of the present invention is shown in
Number | Name | Date | Kind |
---|---|---|---|
179994 | Brallier | Jul 1876 | A |
487721 | De Kalb | Dec 1892 | A |
518165 | Thalaker | Apr 1894 | A |
560554 | Wiestner | May 1896 | A |
581551 | Green | Apr 1897 | A |
582424 | Hunt | May 1897 | A |
807021 | Falk | Dec 1905 | A |
856868 | Heffner | Jun 1907 | A |
1344417 | Lovekin | Jun 1920 | A |
1347687 | Ellis et al. | Jul 1920 | A |
1374713 | Bell | Apr 1921 | A |
1435028 | Stewart | Nov 1922 | A |
1589307 | Svebilius | Jun 1926 | A |
1737543 | Mason | Nov 1929 | A |
1746978 | Winkler | Feb 1930 | A |
1867296 | Woodruff | Jul 1932 | A |
1953354 | Holland-Letz | Apr 1934 | A |
1966780 | Wyrick | Jul 1934 | A |
2021051 | Desbrueres | Nov 1935 | A |
2066541 | Schenk | Jan 1937 | A |
2103601 | Stigall | Dec 1937 | A |
2261537 | Zamara | Nov 1941 | A |
2264480 | Owen | Dec 1941 | A |
2294745 | Goetz | Sep 1942 | A |
2405889 | Kennedy | Aug 1946 | A |
2587560 | Widmer | Feb 1952 | A |
2649625 | Johnson | Aug 1953 | A |
2650844 | Shemorry | Sep 1953 | A |
2685812 | Dmitroff | Aug 1954 | A |
2689987 | Berger | Sep 1954 | A |
2690682 | Passman | Oct 1954 | A |
2896496 | Jansen | Jul 1959 | A |
3021794 | Knox | Feb 1962 | A |
3104645 | Harrison | Sep 1963 | A |
3115804 | Johnson | Dec 1963 | A |
3118681 | Fuehrer | Jan 1964 | A |
3153333 | Chisholm | Oct 1964 | A |
3157215 | Zahodiakin | Nov 1964 | A |
3161174 | Harrison | Dec 1964 | A |
3174386 | Lewis | Mar 1965 | A |
3187621 | Turner | Jun 1965 | A |
3219373 | Sutliff | Nov 1965 | A |
3285120 | Kartiala | Nov 1966 | A |
3306154 | Bailey | Feb 1967 | A |
3325175 | Lower | Jun 1967 | A |
3378891 | Metz | Apr 1968 | A |
3429092 | Perry et al. | Feb 1969 | A |
3440334 | Blomstrand | Apr 1969 | A |
3469492 | Dahl | Sep 1969 | A |
3476010 | Markey | Nov 1969 | A |
3479897 | Holthofer | Nov 1969 | A |
3724151 | Kaywood | Apr 1973 | A |
3728933 | Grube | Apr 1973 | A |
3764157 | LeBlanc | Oct 1973 | A |
3782061 | Minutoli et al. | Jan 1974 | A |
3844137 | Zugel | Oct 1974 | A |
3861814 | Fisher | Jan 1975 | A |
3878757 | Puklus, Jr. | Apr 1975 | A |
3948141 | Shinjo | Apr 1976 | A |
4000681 | Coldren | Jan 1977 | A |
4011397 | Bouche | Mar 1977 | A |
4020734 | Bell | May 1977 | A |
4037516 | Hart | Jul 1977 | A |
4047463 | Coldren | Sep 1977 | A |
4055875 | Strickland | Nov 1977 | A |
4146951 | Howlett | Apr 1979 | A |
4149446 | Spengler et al. | Apr 1979 | A |
4249426 | Erikson et al. | Feb 1981 | A |
4286482 | Marsch et al. | Sep 1981 | A |
4403561 | Schaeflern et al. | Sep 1983 | A |
4433879 | Morris | Feb 1984 | A |
RE31713 | Erikson et al. | Oct 1984 | E |
4479747 | Pagel | Oct 1984 | A |
4604014 | Frano | Aug 1986 | A |
4665672 | Commins et al. | May 1987 | A |
4703711 | Haynes | Nov 1987 | A |
4708555 | Terry | Nov 1987 | A |
4720223 | Neights et al. | Jan 1988 | A |
4729703 | Sato | Mar 1988 | A |
4761860 | Krauss | Aug 1988 | A |
4801231 | Everman | Jan 1989 | A |
4812096 | Peterson | Mar 1989 | A |
4848454 | Spears | Jul 1989 | A |
4850777 | Lawrence et al. | Jul 1989 | A |
4875314 | Boilen | Oct 1989 | A |
4887948 | Calmettes | Dec 1989 | A |
4896985 | Commins | Jan 1990 | A |
4909012 | Thompson, Jr. et al. | Mar 1990 | A |
4919122 | Kohlenbrenner | Apr 1990 | A |
4922771 | Campbell | May 1990 | A |
4936843 | Sohngen | Jun 1990 | A |
4954032 | Morales | Sep 1990 | A |
4979857 | Wing | Dec 1990 | A |
5015132 | Turner et al. | May 1991 | A |
5056764 | Mochizuki | Oct 1991 | A |
5081811 | Sasaki | Jan 1992 | A |
5168681 | Ayrapetyan | Dec 1992 | A |
5180268 | Richardson | Jan 1993 | A |
5197176 | Reese | Mar 1993 | A |
5199835 | Turner | Apr 1993 | A |
5207543 | Kirma | May 1993 | A |
5228250 | Kesselman | Jul 1993 | A |
5249404 | Leek et al. | Oct 1993 | A |
5254016 | Ganthier | Oct 1993 | A |
5265326 | Scribner | Nov 1993 | A |
5308184 | Bernard | May 1994 | A |
5316319 | Suggs | May 1994 | A |
5340258 | Simon | Aug 1994 | A |
5364214 | Fazekas | Nov 1994 | A |
5365715 | Steinmetz et al. | Nov 1994 | A |
5370483 | Hood et al. | Dec 1994 | A |
5379563 | Tinsley | Jan 1995 | A |
5384993 | Phillips | Jan 1995 | A |
5386748 | Kilgore | Feb 1995 | A |
5411347 | Bowmer et al. | May 1995 | A |
5487632 | Hood et al. | Jan 1996 | A |
5505026 | Fausto | Apr 1996 | A |
5522688 | Reh | Jun 1996 | A |
5531054 | Ramirez | Jul 1996 | A |
5535561 | Schuyler | Jul 1996 | A |
5540530 | Fazekas | Jul 1996 | A |
5570549 | Lung et al. | Nov 1996 | A |
5582496 | Ambrico et al. | Dec 1996 | A |
5606839 | Baumann | Mar 1997 | A |
5664389 | Williams | Sep 1997 | A |
5704572 | Vogel et al. | Jan 1998 | A |
5718090 | Wei-Hwang | Feb 1998 | A |
5722645 | Reitter | Mar 1998 | A |
5729952 | Dahl | Mar 1998 | A |
5743670 | Ader | Apr 1998 | A |
5769581 | Wallace et al. | Jun 1998 | A |
5782048 | Ramirez | Jul 1998 | A |
5815999 | Williams | Oct 1998 | A |
5829531 | Hebert et al. | Nov 1998 | A |
5839321 | Siemons | Nov 1998 | A |
5885034 | Fergusson | Mar 1999 | A |
5906361 | Carranza | May 1999 | A |
5931618 | Wallace et al. | Aug 1999 | A |
5967691 | Lancelot, III | Oct 1999 | A |
5979130 | Gregg et al. | Nov 1999 | A |
5987828 | Hardy | Nov 1999 | A |
6019556 | Hess | Feb 2000 | A |
6068250 | Hawkins et al. | May 2000 | A |
6073642 | Huang | Jun 2000 | A |
6099196 | Lancelot, III | Aug 2000 | A |
6120723 | Butler | Sep 2000 | A |
6135687 | Leek et al. | Oct 2000 | A |
6139113 | Seliga | Oct 2000 | A |
6151850 | Sorkin | Nov 2000 | A |
6158188 | Shahnazarian | Dec 2000 | A |
6161339 | Cornett et al. | Dec 2000 | A |
6161350 | Espinosa | Dec 2000 | A |
6167785 | Penner | Jan 2001 | B1 |
6168455 | Hussaini | Jan 2001 | B1 |
6176051 | Sorkin | Jan 2001 | B1 |
6192647 | Dahl | Feb 2001 | B1 |
6195949 | Schuyler | Mar 2001 | B1 |
6250041 | Seccombe | Jun 2001 | B1 |
6256960 | Babcock et al. | Jul 2001 | B1 |
6279877 | Davis | Aug 2001 | B1 |
6282994 | Wei | Sep 2001 | B1 |
6327829 | Taguchi | Dec 2001 | B1 |
6327831 | Leek | Dec 2001 | B1 |
6367205 | Cornett, Sr. | Apr 2002 | B2 |
6390747 | Commins | May 2002 | B1 |
6494654 | Espinosa | Dec 2002 | B2 |
6513290 | Leek | Feb 2003 | B2 |
6585469 | Commins | Jul 2003 | B2 |
6679024 | Dahl | Jan 2004 | B2 |
6688058 | Espinosa | Feb 2004 | B2 |
6688071 | Evers et al. | Feb 2004 | B1 |
6745649 | Liao | Jun 2004 | B1 |
6773002 | Adoline et al. | Aug 2004 | B2 |
6773198 | Copping | Aug 2004 | B2 |
6925773 | Gregel et al. | Aug 2005 | B2 |
7037060 | Commins | May 2006 | B2 |
7150132 | Commins | Dec 2006 | B2 |
7287355 | Commins | Oct 2007 | B2 |
7467787 | Adoline et al. | Dec 2008 | B2 |
20010002524 | Espinosa | Jun 2001 | A1 |
20010002529 | Commins et al. | Jun 2001 | A1 |
20010037611 | Cornett, Sr. | Nov 2001 | A1 |
20020020137 | Commins | Feb 2002 | A1 |
20020066246 | Leek | Jun 2002 | A1 |
20020092383 | Nezigane | Jul 2002 | A1 |
20020094231 | Lee | Jul 2002 | A1 |
20020114664 | Gregel et al. | Aug 2002 | A1 |
20030230032 | Shahnazarian et al. | Dec 2003 | A1 |
20050097843 | Giesel et al. | May 2005 | A1 |
20050284057 | Commins | Dec 2005 | A1 |
20060000318 | Hsieh | Jan 2006 | A1 |
20060133912 | Commins | Jun 2006 | A1 |
20080060296 | Espinosa | Mar 2008 | A1 |
20080060297 | Espinosa | Mar 2008 | A1 |
20080099968 | Schroeder | May 2008 | A1 |
Number | Date | Country |
---|---|---|
2313735 | Jul 2000 | CA |
383460 | Nov 1932 | GB |
1099472 | Jan 1968 | GB |
1384511 | Feb 1975 | GB |
2262583 | Jun 1993 | GB |
46-1521 | Jan 1971 | JP |
706586 | Dec 1979 | SU |
796498 | Jan 1981 | SU |
Number | Date | Country | |
---|---|---|---|
20080245004 A1 | Oct 2008 | US |