US3211043A - Corrugated connector plate having notched teeth - Google Patents
Corrugated connector plate having notched teeth Download PDFInfo
- Publication number
- US3211043A US3211043A US196060A US19606062A US3211043A US 3211043 A US3211043 A US 3211043A US 196060 A US196060 A US 196060A US 19606062 A US19606062 A US 19606062A US 3211043 A US3211043 A US 3211043A
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- United States
- Prior art keywords
- teeth
- plate
- tooth
- corrugations
- crest
- 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.)
- Expired - Lifetime
Links
- 239000002023 wood Substances 0.000 claims description 18
- 229920002522 Wood fibre Polymers 0.000 description 5
- 239000000835 fiber Substances 0.000 description 5
- 238000004080 punching Methods 0.000 description 5
- 239000002025 wood fiber Substances 0.000 description 5
- HEFNNWSXXWATRW-UHFFFAOYSA-N Ibuprofen Chemical compound CC(C)CC1=CC=C(C(C)C(O)=O)C=C1 HEFNNWSXXWATRW-UHFFFAOYSA-N 0.000 description 1
- 238000003776 cleavage reaction Methods 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 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
- 238000003825 pressing Methods 0.000 description 1
- 230000007017 scission Effects 0.000 description 1
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B15/00—Nails; Staples
- F16B15/0023—Nail plates
- F16B15/003—Nail plates with teeth cut out from the material of the plate
- F16B15/0046—Nail plates with teeth cut out from the material of the plate from the body of the plate
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/49—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses with self-penetrating parts, e.g. claw dowels
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B15/00—Nails; Staples
- F16B15/0023—Nail plates
- F16B2015/0069—Nail plates with nails on both sides
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S411/00—Expanded, threaded, driven, headed, tool-deformed, or locked-threaded fastener
- Y10S411/921—Multiple-pronged nail, spike or tack
Description
Oct. 12, 1965 A. c. SANFORD 3,211,043
CORRUGATED CONNECTOR PLATE HAVING NOTCHED TEETH Filed May 21, 1962 4 Sheets-Sheet 1 INVENTOR. ARTHUR CAROL SANFORD ATTORNEYS Oct. 12, 1965 A. c. SANFORD 3,211,043
CORRUGATED CONNECTOR PLATE HAVING NOTCHED TEETH Filed May 21, 1962 4 Sheets-Sheet 2 INVENTOR. ARTHUR CAROL SANFORD ATTORNEYS Oct. 12, 1965 A. c. SANFORD 3,211,043
CORRUGATED CONNECTOR PLATE HAVING NOTCHED TEETH Filed May 21, 1962 4 Sheets-Sheet 3 IIO IO l4 QQ G Q O Q Q G Q Q V GQ0@GOO@ INVENTOR. ARTHUR CAROL SANFORD ATTORNEYS Oct. 12, 1965 A. c. SANFORD 3,211,043
CORRUGATED CONNECTOR PLATE HAVING NOTCHED TEETH Filed May 21, 1962 4 Sheets-Sheet 4 T WMMM W W W ARTHUR CAROL SANFORD FIG. I5 BY wmf%/ ATTORNEYS United States Patent 3,211,043 CORRUGATED CONNECTOR PLATE HAVING NOTCHED TEETH Arthur Carol Sanford, Fort Lauderdale, Fla., assignor to Sanford Industries, Inc., Pompano Beach, Fla., a corporation of Florida Filed May 21, 1962, Ser. No. 196,060 4 Claims. (Cl. 8513) This application is a continuation-in-part of my copending application, Serial No. 68,530, filed November 10, 1960, now United States Patent No. 3,094,748.
The invention relates generally to connector plates for connecting wood members together at a joint and more particularly to connector plates having a plurality of punched out teeth which are pressed into the wood of the two members to be connected.
Toothed connector plates are particularly adapted for connecting wooden structural members at their joints and can be constructed to join both abutting and overlapping members. The ultimate strength the connector plate can impart to the joint is measured by the aggregate shear strength of the teeth. However, the stresses tend to cause the plate to buckle and pull out the teeth before the aggregate shear strength is reached. Of course, increasing the number of teeth would increase the holding power of the plate, but this in inefl'icient for several reasons. Increasing the holding power of the plate by increasing the number of teeth would also unnecessarily increase the aggregate shear strength, thus maintaining the inefficient ratio between the aggregate shear strength and the holding power. Furthermore, increasing the number of teeth per unit of plate area would cause the wood fibers to be cut at too close intervals and weaken the wood members; and, were the plate size increased in proportion to the increased number of teeth, there would be the further disadvantage of compounding the inefficiency by the additional metal required to manufacture a plate of the increased size.
In my copending application Serial No. 68,530, now Patent No. 3,094,748, I disclosed the concept that the holding power 'of the plate could be increased in relation to the aggregate shear strength of the teeth by corrugating the plate and punching rows of teeth out of the corrugations in such a manner that when the plate is flattened by pressing the teeth into the wood, the teeth are tilted laterally to compress the wood fibers so that their resilience resists pulling out the teeth.
I have now found that I can further improve the holding power in relation to the aggregate shear strength of the teeth by punching the teeth out of the corrugations of the plate in such a manner that each tooth will hook into the uncut fibers of the wood near the tip or extremity of the tooth and thereby add the tearing strength of the uncut wood fibers between the relatively deeply set hook and the surface of the wooden member to the resilient gripping strength of the fibers in order further to increase the holding power of each individual tooth.
It is therefore an object of the present invention to provide an improved toothed connector plate having adequate plate strength and increased holding power.
It is a further object of the present invention to provide an improved corrugated connector plate having teeth so shaped and so related to the corrguation that when the plate is applied and the corrugation flattened the teeth tilt to hook beneath the uncut fibers of the wooden members being joined.
It is a still further object of the present invention to provide concepts of corrugated and toothed connector plate construction which can be applied to either the socal-led sandwich or exterior plates.
These and other objects which will become apparent from the following specification are accomplished by means hereinafter described and claimed.
One preferred embodiment is shown by way of example in the accompanying drawings and hereinafter described in detail without attempting to show all of the various forms and modifications in which the invention might be embodied; the invention being measured by the appended claims and not by the details of the specification.
In the drawings:
FIG. 1 is an elevational view showing one of the improved exterior plates embodying the concept of the present invention applied to the abutting heel joint of a wooden truss;
FIG. 2 is an enlarged bottom plan view of a section of the improved plate before being flattened;
FIG. 3 is a further enlarged side elevation of said plate on line 3-3 of FIG. 2;
FIG. 4 is a further enlarged end view of said plate on 44 of FIG. 2;
FIG. 5 is a view similar to FIG. 4, showing how the teeth are tilted laterally after the plate has been flattened, taken on line 55 of FIG. 1;
FIG. 6 is a view similar to FIG. 3, showing how the teeth are tilted laterally after the plate has been flattened, taken on line 66 of FIG. 1;
FIG. 7 is an enlarged perspective view of one tooth and a portion of the corrugation to which it is attached, showing in phantom the tilted position of the tooth after the plate has been substantially flattened;
FIG. 8 is a development depicting in plan the blank from which the teeth are struck;
FIG. 9 is an elevational view showing one of the improved sandwich plates embodying the concept of the present invention applied to the overlapping heel joints of a wooden truss;
FIG. 10 is a plan view taken substantially on line 1010 of FIG. 9;
FIG. 11 is an enlarged view of a section of either face of said sandwich plate;
FIG. 12 is a further enlarged side elevation of said sandwich plate, taken on line 12-12 of FIG. 11;
FIG. 13 is a further enlarged end view of said plate, taken on line 13-13 of FIG. 11;
FIG. 14 is a view similar to FIG. 13 showing how the teeth are tilted laterally after the plate has been flattened, taken on line 14--14 of FIG. 9; and
FIG. 15 is a view similar to FIG. 12 showing how the teeth are tilted laterally after the plate has been flattened, as taken on line 15-15 of FIG. 9.
The present invention relates to both the exterior and sandwich type connector plates. The former, or exterior type, is used to connect structural members that are joined in abutting relation; the latter, or sandwich type, is used to connect structural members that are joined in overlapping relation. In general, a connector plate of either type embodying the concept of the present invention has parallel corrugations. Pairs of teeth are punched out of the opposing slopes of the corrugations in rows so that each tooth is disposed angularly with respect to the corrugations, and each pair of teeth are punched out of opposite sides of a single opening. Each tooth is formed with a hook on the leading edge thereof which faces toward the crest of the corrugation from which the tooth was punched.
Referring to FIG. 1, an exterior connector plate according to the present invention, designated generally by the numeral 10, is shown connecting the upper chord member 11 and the lower chord member 12 at the abutting heel joint of a wooden truss. Preferably, a similar plate is applied to the opposite side of the joint as well. The
teeth, indicated generally by the numeral 13, which are embedded into the wood of the chord members 11 and 12, are, as best shown in FIGS. 2-4, punched out in pairs from interrupted octagonal openings 14. Referring particularly to FIG. 8, it can be seen that the dotted lines 15 and 16 complete the octagonal nature of the opening, but to effect the desired silhouette of the individual to'oth 13 the octagonal periphery of the opening is interrupted at this side by the sawtooth projection 18. During the punching process, a pair of teeth 13A and 13B are struck from the resulting interrupted octagonal opening 14. The two teeth are separated from each other along the common cleavage line 19 and separated from the plate along head line 20 and the sawtooth lines 22 and 23, and bent transversely to the plate along base lines 25 and 26. Each tooth is also dished or crimped transversely to the plate, the apex of the dish or the crease 27 being represented by chain line 28 in the development FIG. 8. By making the openings 14 an interrupted octagon, the dishing is facilitated because it takes place generally between opposite points of the interrupted octagon.
The openings 14 are formed in rows by punching out teeth at intervals along the corrugations 29 in the plates. The teeth are so struck or punched as to stand angularly to the direction of the corrugations. In alternate rows the bases of the pairs of teeth are preferably at 90 to the bases of the teeth in the other rows, and the openings 14 in alternate rows are staggered relatively to each other.
Each tooth, as most clearly seen in FIG. 7, has an inclined rearward edge 30 extending from the plate to the outer extremity or point 31 of the tooth 13. In relation to the corrugations 29, the inclined edge 30 preferably extends from the valley or low point 32 of the corrugation 29 outwardly of the plate to the point 31. The other, or leading edge of the tooth, extends upwardly from the crest or ridge 34 of the corrugation 29. The shank portion 35 of the leading edge is slightly rearwardly inclinedi.e., convergent with the rearward edge 30- and, approximately half way between the base 36 of the tooth 13 at the crest 34 and the point 31, intersects a negatively inclined portion 37 which generally parallels the rearward edge 30 until it in turn intersects the positively inclined head portion 38. The intersection of the por tions 37 and 38 form a hook 39 on the head of the tooth in proximity to the point 31. The intersection of the inclined rearward edge 30 and the head portion 38 forms the point 31. This book 39 is always disposed toward the crest 34 of the corrugation 29 from which the tooth 13 was punched, irrespective of which row of openings 14 is involved and irrespective of whether the openings are centered on the crest 34, as shown, or whether the openings 14 are centered on the valleys 32. As indicated in FIG. 4, reference to the crests 34 is to that side of the corrugations from which the teeth 13 extend.
The corrugations 29 are shown as being generally formed by intersecting inclined planes which are connected by the generally angular crests 34 and the generally angular valleys 32. The corrugations may, however, be formed as rounded grooves connected by both rounded crests and rounded valleys.
Because the base 36 of each tooth extends generally along the slope of the corrugation between the crest 34 and valley 32, and because the hook 39 of each tooth is disposed toward the crest of the corrugation from which the tooth was punchedi.e., toward the crest of the corrugation along which the base 36 of the tooth is joinedwhen the plate is flattened as the teeth are pressed into the wood, the teeth tilt laterally and thus the hook 39 is driven into the wood well beneath the surface.
The plate does not begin to flatten until the crest 34 of the corrugations 29 contact the surface of the wood. Thereafter, continued substantial pressure tends to flatten the corrugations, causing the teeth to continue to penetrate into the wood and at the same time causing the hook to penetrate the wood well below the surface as the tooth tilts. The inclined rearward edge 30 of the tooth acts as an inclined plane to assist the tilting of the teeth primarily initiated by the flattening of the corrugations to which the base of each tooth is attached.
In this way, only a minimum number of the wooden fibers are cut and each individual tooth is held in position both by the natural resiliency of the wood fibers as they grip the sides of the tooth and the now embedded tooth, which can only be removed by tearing all the fibers between the under edge 37 of the hook 39 and the surface of the wood. Thus the holding power of each tooth has been substantially increased.
So long as this tilting of the teeth toward the hook is accomplished, the base of the teeth may be oriented in alternating relationship, as shown, or if it is found desirable they may be oriented all in the same relationship so as to accommodate, for example, the particular grain in certain woods. In the alternating relationship shown, each pair tends to rotate in opposite directions, generating opposing forces which tend to compress some of the wood fibers therebetween, adding an additional force opposing extraction of the teeth from the wood.
The general concept of the above described invention is incorporated in the sandwich plate depicted in FIGS. 915, and indicated generally by the numeral 110, which is shown connecting the upper chord member 111 and the lower chord member 112 at the overlapping heel joint of a wooden truss.
The teeth on sandwich plate 110, indicated generally by the numeral 113, are of exactly the same configuration as the teeth 13 on exterior plate 10, and are also punched out in pairs from interrupted octagonal openings 114 in the same way as the teeth 13 are punched from openings 14, as described in detail above.
The openings 114 are formed in rows by punching out teeth at intervals along the corrugations 129 in the plate, so that the teeth are angularly disposed in the direction of the corrugation.
Because the plate itself is corrugated, the crest of the corrugation when looking at one face or side of the plate, becomes a valley when looking at the opposite side, and vice versa. Reference to the valley 132 or crest 134 of any corrugation 129 will therefore be to that side of the corrugation from which the teeth 113 extend.
Thus, every opening 114 is centered on a crest 134 and the base 136 of each of the teeth 113 punched therefrom is disposed angularly along the corrugations between the valley 132 and the crest 134.
The teeth 113 on both sides of the plate each are dished, as along the crimp 127, and have an inclined rearward edge 130 extending from the valley 132 outwardly to the extremity or point 131. The leading edge of each tooth extends outwardly from the crest 134 in a particular configuration. The shank portion 135 of the leading edge is slightly rearwardly inclined and, about half way between the base 136 at the crest 134 and the point 131, intersects a negatively inclined portion 137 which generally parallels the rearward edge 130 until it in turn intersects the positively inclined head portion 138. The intersection of portions 137 and 138 forms a hook 139 on the head of the tooth in proximity to the point 131. The intersection of the inclined rearward edge 130 and the head portion 138 forms the point 131.
Irrespective of which side of the plate is being considered, the hook 139 on each tooth must always be disposed toward the crest 134 of the corrugation from which the tooth was punched.
In the preferred embodiment, the openings punched from adjacent crests are aligned transversely to the direction of the corrugations 129. By following this pattern on both sides of the plate, the maximum number of teeth are supplied for any given plate surface area and the strength of the plate itself is maintained.
When the chord members 110 and 111 are pressed together, the sandwich plate 112 therebetween, the teeth on one side of the plate penetrate into chord member 110 and the teeth on the other side of the plate penetrate into chord member 111. As the plate is flattened the teeth tilt laterally and thus drive the hook 139 on each tooth into the wood as described above with respect to the exterior plate 10.
The insertion of the teeth 113 on sandwich plate 110 into the wood and the increased holding power of each tooth is accomplished in exactly the same manner described in conjunction with the description relating to exterior plate 10. The sole difference being that there are teeth on both sides of the sandwich plate 110 which are constructed and which function in exactly the same manner.
It is thus apparent that a connector plate embodying the concept of the present invention is inexpensive; gives maximum strength with minimum weight; has increased tooth holding power; and otherwise accomplishes the objects of the invention.
What is claimed is:
1. A connector plate for connecting wood members, said plate having corrugations and a plurality of teeth, each corrugation having slopes forming at least one crest and one valley, said teeth punched out of said corrugations and each tooth having a base traversing the slope from which it is punched substantially from the crest to the valley of said slope, each tooth having a positively inclined inner leading edge portion and a negatively inclined rear edge extending from the base, said inner leading edge portion being convergent to said rear edge and adjacent to the crest on that side of the corrugation from which the tooth was punched, an outer positively inclined leading edge portion intersecting said rear edge to form an outer point, a reentrant notch formed between said inner and outer leading edge portions and having a negatively inclined edge extending from said inner edge portion intersecting said outer leading edge portion to form a hook adjacent to said outer point, and each said tooth being tiltable in the direction of said hook when said corrugations are flattened.
2. A connector plate as in claim 1 in which the teeth are punched out of the corrugations in pairs, with the teeth of each pair formed from opposing slopes of each corrugation.
3. A connector plate as in claim 1 in which the corrugations are parallel.
4. A connector plate as in claim 1 in which the corrugations are parallel and have slopes forming crests and valleys on both sides of the plate, and the teeth are punched in rows from the corrugations on each side of the plate.
References Cited by the Examiner UNITED STATES PATENTS 1,519,329 12/24 Powell 8513 2,034,080 3/36 Bitzenburger 85--13 2,550,060 4/51 Gisondi 8513 3,094,748 6/63 Sanford 85-13 EDWARD C. ALLEN, Primary Examiner.
M. HENSQN WOOD, JR., Examiner,
Claims (1)
1. A CONNECTOR PLATE FOR CONNECTING WOOD MEMBERS, SAID PLATE HAVING CORRUGATIONS AND A PLURALITY OF TEETH, EACH CORRUGATION HAVING SLOPES FORMING AT LEAST ONE CREST AND ONE VALLEY, SAID TEETH PUNCHED OUT OF SAID CORRUGATIONS AND EACH TOOTH HAVING A BASE TRAVERSING THE SLOPE FROM WHICH IT IS PUNCHED SUBSTANTIALLY FROM THE CREST TO THE VALLEY OF SAID SLOPE, EACH TOOTH HAVING A POSITIVELY INCLINED INNER LEADING EDGE PORTION AND A NEGATIVELY INCLINED REAR EDGE EXTENDING FROM THE BASE, SAID INNER LEADING EDGE PORTION BEING CONVERGENT TO SAID REAR EDGE AND ADJACENT TO THE CREST ON THAT SIDE OF THE CORRUGATION FROM WHICH THE TOOTH WAS PUNCHED, AN OUTER POSITIVELY INCLINED LEADING EDGE PORTION INTERSECTING SAID REAR EDGE TO FORM AN OUTER POIDNT, A REENTRANT NOTCH FORMED BETWEEN SAID INNER AND OUTER LEADING EDGE PORTIONS AND HAVING A NEGATIVELY INCLINED EDGE EXTENDING FROM SAID INNER EDGE PORTION INTERSECTING SAID OUTER LEADING EDGE PORTION TO FORM A HOOK ADJACENT TO SAID OUTER POINT, AND EACH SAID TOOTH BEING TILTABLE IN THE DIRECTION OF SAID HOOK WHEN SAID CORRUGATIONS ARE FLATTENED.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US196060A US3211043A (en) | 1962-05-21 | 1962-05-21 | Corrugated connector plate having notched teeth |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US196060A US3211043A (en) | 1962-05-21 | 1962-05-21 | Corrugated connector plate having notched teeth |
Publications (1)
Publication Number | Publication Date |
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US3211043A true US3211043A (en) | 1965-10-12 |
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ID=22723982
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US196060A Expired - Lifetime US3211043A (en) | 1962-05-21 | 1962-05-21 | Corrugated connector plate having notched teeth |
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US (1) | US3211043A (en) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3343439A (en) * | 1965-07-29 | 1967-09-26 | Timber Engineering Co | Connector plate |
US3416283A (en) * | 1966-11-03 | 1968-12-17 | Sanford Arthur Carol | Combination wood and metal trusses |
US4198175A (en) * | 1978-10-03 | 1980-04-15 | Morton Buildings, Inc. | Timber connectors |
US4527933A (en) * | 1980-03-21 | 1985-07-09 | Markku Karhumaki | Spike plate and method and device for manufacturing it |
US4891927A (en) * | 1983-10-07 | 1990-01-09 | Metsaliiton Teollisuus Oy | Joint for connecting wooden beams to each other, and the use of the joint in roof truss structures |
US4934169A (en) * | 1986-09-24 | 1990-06-19 | Nordisk Kartro Ab | Method for moving a tool to exact shaping or working engagement with a strip of material having a repeated basic shape |
US5551819A (en) * | 1994-12-29 | 1996-09-03 | Stern; E. George | End plate for railway crossties, scaffolding planks, and other wood products and methods of use |
US20030228204A1 (en) * | 2002-06-11 | 2003-12-11 | Philip Bear | Connector plate |
US20100260579A1 (en) * | 2009-04-08 | 2010-10-14 | Illinois Tool Works Inc. | Corner-cut corrugated fastener |
US10260236B2 (en) * | 2013-12-06 | 2019-04-16 | Jack Walters & Sons, Corp. | Friction fit composite column |
US10443240B2 (en) | 2017-10-02 | 2019-10-15 | Jack Walters & Son, Corp. | Reinforced composite column |
US10711462B1 (en) | 2013-12-06 | 2020-07-14 | Jack Walters & Sons, Corp. | Friction fit composite column |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1519329A (en) * | 1922-11-24 | 1924-12-16 | Lucian B Powell Jr | Railroad spike |
US2034080A (en) * | 1933-01-18 | 1936-03-17 | Frank C Bitzenburger | Handle wedge |
US2550060A (en) * | 1950-05-23 | 1951-04-24 | Gisondi Emanuel | Self-locking drive fastening device |
US3094748A (en) * | 1960-11-10 | 1963-06-25 | Sanford Ind Inc | Corrugated toothed connector plate |
-
1962
- 1962-05-21 US US196060A patent/US3211043A/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1519329A (en) * | 1922-11-24 | 1924-12-16 | Lucian B Powell Jr | Railroad spike |
US2034080A (en) * | 1933-01-18 | 1936-03-17 | Frank C Bitzenburger | Handle wedge |
US2550060A (en) * | 1950-05-23 | 1951-04-24 | Gisondi Emanuel | Self-locking drive fastening device |
US3094748A (en) * | 1960-11-10 | 1963-06-25 | Sanford Ind Inc | Corrugated toothed connector plate |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3343439A (en) * | 1965-07-29 | 1967-09-26 | Timber Engineering Co | Connector plate |
US3416283A (en) * | 1966-11-03 | 1968-12-17 | Sanford Arthur Carol | Combination wood and metal trusses |
US4198175A (en) * | 1978-10-03 | 1980-04-15 | Morton Buildings, Inc. | Timber connectors |
US4527933A (en) * | 1980-03-21 | 1985-07-09 | Markku Karhumaki | Spike plate and method and device for manufacturing it |
US4891927A (en) * | 1983-10-07 | 1990-01-09 | Metsaliiton Teollisuus Oy | Joint for connecting wooden beams to each other, and the use of the joint in roof truss structures |
US4934169A (en) * | 1986-09-24 | 1990-06-19 | Nordisk Kartro Ab | Method for moving a tool to exact shaping or working engagement with a strip of material having a repeated basic shape |
US5551819A (en) * | 1994-12-29 | 1996-09-03 | Stern; E. George | End plate for railway crossties, scaffolding planks, and other wood products and methods of use |
US20030228204A1 (en) * | 2002-06-11 | 2003-12-11 | Philip Bear | Connector plate |
US20100260579A1 (en) * | 2009-04-08 | 2010-10-14 | Illinois Tool Works Inc. | Corner-cut corrugated fastener |
US8100619B2 (en) | 2009-04-08 | 2012-01-24 | Illinois Tool Works Inc. | Corner-cut corrugated fastener |
US10260236B2 (en) * | 2013-12-06 | 2019-04-16 | Jack Walters & Sons, Corp. | Friction fit composite column |
US10711462B1 (en) | 2013-12-06 | 2020-07-14 | Jack Walters & Sons, Corp. | Friction fit composite column |
US10443240B2 (en) | 2017-10-02 | 2019-10-15 | Jack Walters & Son, Corp. | Reinforced composite column |
US10704261B2 (en) | 2017-10-02 | 2020-07-07 | Jack Walters & Sons, Corp. | Reinforced composite column |
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