US3454292A - Interfitting multipiece connectors - Google Patents

Interfitting multipiece connectors Download PDF

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US3454292A
US3454292A US643156A US3454292DA US3454292A US 3454292 A US3454292 A US 3454292A US 643156 A US643156 A US 643156A US 3454292D A US3454292D A US 3454292DA US 3454292 A US3454292 A US 3454292A
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Prior art keywords
bayonet
teeth
apertures
plate
members
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US643156A
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Arthur Carol Sanford
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    • 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
    • F16B2015/0061—Multipiece-plates
    • 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
    • Y10S403/00—Joints and connections
    • Y10S403/13—Furniture type
    • 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
    • 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
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/49—Member deformed in situ
    • Y10T403/4974—Member deformed in situ by piercing

Definitions

  • a plurality of embedment teeth extend generally perpendicularly outwardly from the body of the anchor plate and are fixedly received in the first of the members to be joined by the connector.
  • a plurality of spaced engaging apertures are also provided through the anchor plate, and, while those apertures are positioned adjacent the first member, the material of which the first member is comprised is recessed, indented, or otherwise removed from behind these apertures.
  • a plurality of enbedment teeth also extend generally perpendicularly outwardly from the body of the bayonet plate and are fixedly received in the second of the members to be joined by the connector.
  • a plurality of bayonet teeth extend perpendicularly outwardly from the body of the bayonet plate oppositely of the embedment teeth. The bayonet teeth are spaced in conformity with the spacing of apertures into which they are interfittingly received. Full seating of the bayonet teeth through their corresponding apertures locks the anchor and bayonet plates, and thus the first and second members, together.
  • metal connector plates were devised by which structural wooden components couldbe strongly, yet economically, prefabricated and shipped to the building locus.
  • An example of such a connector plate can be found in my US. Patent No. 3,211,043.
  • such connector plates can be categorized as being either of the exterior or sandwich type.
  • An exterior type connector plate has teeth extending outwardly from only one side of the plate and is, therefore, used to connect structural members that are joined in abutting relation.
  • sandwich type connector plates have teeth extending oppositely outwardly from both sides thereof and are thus adapted for connecting structural members that are joined in overlapping relation.
  • the present invention employs at least one anchor plate which is preferably prefixed to one of the members to be joined and at least one interlocking bayonet plate which is preferably prefixed to the second of the members to be joined.
  • the bayonet and anchor plates may be lockingly interfitted with considerable facility on the job and yet impart not only the load distribution but also the strength incident to thetraditionally factory applied connector plates so successful in the prior art.
  • the anchor plate is affixed to the first of the members to be joined by suitable fastening means and presents a series of spaced apertures. That material of the first memher which lies behind the apertures in said anchor plate is at least partially recessed or removedif the member is wooden, or wood-like, the member may simply be indented.
  • the bayonet plate is aflixed to the second of the members to be joined, also by suitable fastening means, and presents a series of bayonet teeth intermeshingly lockable with the apertures in said anchor plate. Locking is preferably accomplished by having the span of each aperture substantially equal the width of at least that portion of the bayonet tooth lockingly interfitted therein.
  • FIG. 1 is an end elevation of a panel member connected to a dimensional supporting member by one form of an interfitting multiple piece connector embodying the concept of the present invention
  • FIG. 2 is an enlarged area of FIG. 1 with the panel and dimensional members separated to represent the poising of the connector plates prior joinder;
  • FIG. 3 is a view similar to FIG. 2. depicting the connector plates in positioning interengagement
  • FIG. 4 is an enlarged partial area of FIG. 1 depicting the connector plates lockingly intermeshed
  • FIG. 5 is an enlarged face view of the anchor plate used in that form of the invention represented in FIGS. 1-4, taken substantially on line 55 of FIG. 2;
  • FIG. 6 is an enlarged face view of the bayonet plate used in that form of the invention represented in FIGS. 1-4, taken substantially on line 6-6 of FIG. 2;
  • FIG. 7 is an enlarged cross section taken substantially on line 7-7 of FIG. 4;
  • FIG. 8 is an enlarged cross section taken substantially on line 88 of FIG. 4;
  • FIG. 9 is a further cross section taken substantially on line 9-9 of FIG. 8;
  • FIG. 10 is a further cross section taken substantially on line 1010 of FIG. 8;
  • FIG. 11 is an end elevation of a pair of abutting panel members joined to a single supporting member positioned along the abutment by a second form of an interfitting multiple piece connector embodying the concept of the present invention
  • FIG. 12 is a view similar to FIG. 11 with the abutted panel members separated from the supporting member to represent the poising of the connector plates prior joinder;
  • FIG. 13 is a face view of the anchor plate used in that form of the invention represented in FIGS. 11 and 12, taken substantially on line 13-13 of FIG. 12;
  • FIG. 14 is an end view, partly in section, of a third form of multiple piece connector embodying the concept of the present invention depicted in poised position preparatory to joining two panels along an edge;
  • FIG. 15 is a view similar to FIG. 14 with the third form of multiple piece connector lockingly intermeshed;
  • FIG. 16 is a face view of the bayonet plate used in that form of the invention represented in FIGS. 14 and 15, taken substantially on line 1616 of FIG. 14;
  • FIG. 17 is a face vieew of the anchor plate used in that form of the invention represented in FIGS. 14 and 15, taken substantially on line 1717 of FIG. 14;
  • FIG. 18 is an enlarged cross section taken substantially on line 18-18 of FIG. 15;
  • FIG. 19 is a cross section through the joinder of two members at an angled corner by a fourth form of the subject connector.
  • FIG. 20 is a view similar to FIG. 19 depicting a fifth form of connector embodying the concept of the present invention, this too for use as a corner connection.
  • the improved connector when used to join a plywood panel to dimensional lumber, as shown in FIGS. -14, effects a distribution of the stresses between the members joined thereby over a relatively large area. At the same time the connector increases the horizontal shear strength of the plywood by transferring stresses deeply into the panel.
  • a connector 10 embodying the concept of the present invention employs at least one anchor plate 11 prefixed to one of the members 12 to be joined thereby.
  • the anchor plate 11 is provided with a plurality of apertures 13 spaced longitudinally therealong.
  • At least one bayonet plate 14 is prefixed to the second of the members to be joined by connector 10, and the bayonet plate 14 is provided with a plurality of bayonet teeth 16 spaced longitudinally therealong so as to be interfittingly received in the apertures 13 of said anchor 4 plate 11.
  • the material of the member 12 behind the apertures 13 is preferably indented, as by punching. However, the nature of the material, for convenience in fabricating may dictate that the material behind the apertures be removed, as by drilling or, if the apertures are aligned, even by kerfing.
  • the bayonet teeth 16 can be lockingly seated within the apertures 13 upon the application of as little as one-tenth the pressure required to seat teeth of the same configuration within the wooden member 12 itself.
  • This greatly reduced pressure can easily be applied with the members in situ at the construction site by a vibratory compactor 18, as represented schematically in FIG. 1.
  • the vibration imparted to both members 12 and 15 being joined in situ by the compactor 18 has been found not to be deleterious to the interlocking of the anchor and bayonet plates 11 and 14 of the improved connector 10 with the material at least partially recessed behind apertures 13. However, if the material is not recessed, the vibration of members 12 and 15 effectively prevents entry of the teeth into the wooden member 12.
  • the member 12 represents a plywood panel to be attached to one or more wooden dimensional members 15.
  • the anchor plate 11 for such use is preferably a strip of 1622 gauge metal from which a plurality of embedment teeth 19 are struck, or punched, preferably in opposed pairs from a single opening 20.
  • the embedment teeth 19 constitute the means by which the anchor plate 11 is prefixed to the plywood panel 12.
  • Each tooth 19 has a thickness substantially equal to the'thickness of anchor plate 11 because it was struck therefrom, and each tooth has a base portion 21 the side edges 22 and 23 of which are generally parallel and extend substantially perpendicularly outwardly from the body portion 24 of the anchor plate 11.
  • Each tooth 19 also has a tip portion 25 of lesser width than the base portion 21 which is formed integrally outwardly thereof with one edge 22A being preferably a continuation of edge 22 on base portion 21.
  • the opposite edge 26 of the tip portion 25 is preferably parallel to edges 22 and 22A but is spaced more closely thereto than the corresponding edge 23 of the base portion 21.
  • the edges 26 and 23 are joined by an inclined transitional shoulder 28.
  • the preferred proportions for this type embedment tooth 19 can also best be seen from FIGS. 2-4.
  • the width of the base portion 21 is approximately one-third /3) the length of the tooth 19, and the length, or extent, of the base portion, including the transitional shoulder 28 which is itself approximately one-sixth /6) the length of the tooth 19, measured perpendicularly outwardly from the body portion 24, is approximately one-half /2) the length of the tooth.
  • the width of the tip portion 25 is approximately one-half 0/2) the width of the base portion 21.
  • a tooth 19 three-eighths /8) of an inch long has been found most adequate for prefixing an anchor plate 11 to three-quarter A) inch plywood 12.
  • the base portion 21 would be approximately one-eighth A3) of an inch wide by three-sixteeths 7 of an inch long, of which the transitional shoulder 28 would extend for approximately one-sixteenth A of an inch.
  • the width of the tip portion would also be approximately one-sixteenth of an inch.
  • the die not only crimps, or dishes, each tooth so that the outer surface 30 of the base portion 21 tends to be arcuate but also forms each tooth with a rearward arching about its base portion 21 so that the tip portion 25 is inclined away from the opening from which the tooth was struck in the direction of their longtiudinal alignment (FIG. 7).
  • the anchor plate 11 With these teeth embedded in the plywood panel 12, the anchor plate 11 is securely prefixed thereto.
  • the plurality of longitudinally spaced apertures 13 are aligned in two rows 31 and 32, one row on each side of the two rows 28 and 29 of openings 20.
  • each aperture 13 may be of circular configuration although other workers in the art may select other configurations after acquiring knowledge of the present concept. In any event it is necessary to the facile on-the-job joinder of anchor and bayonet plates that at least a portion of the wood behind apertures 13 be recessed. As best shown in FIG. 3, a plurality of cavities 27 aligned in two rows 33 and 34 may be punched into the surface of the plywood panel 12 before the anchor plate 11 is fixed thereto.
  • the rows 33 and 34 of cavities 27 lie coincident to the rows 31 and 32 and are of a depth and width commensurate with the particular bayonet tooth employed, as more fully hereinafter described. Equally satisfactorily, particularly with materials other than wood, the cavities may be provided by drilling or kerfing.
  • the bayonet plate 14 may be prefixed thereto by embedment teeth 35 which are of exactly the same configuration as the embedment teeth 19 on anchor plate 11.
  • the bayonet teeth 16 are longitudinally aligned in rows 38 and 39 (FIG. 6) which are laterally spaced a distance equal to the lateral spacing of the aperture rows 31 and 32. This allows for two rows 40 and 41 of embedment teeth 35 to be provided therebetween. Moreover, the same configuration which works so well for the embedment teeth also does superbly well as the bayonet teeth 16.
  • the bayonet teeth are thus also punched in opposed pairs from the same opening 20A with the bridge, or span, 42 between adjacent teeth of successive openings defining the dimension between correspondingly aligned apertures 13.
  • the base portion, or at least the edges 22 and 23 thereof having contact with the boundary wall 45 of the aperture does have some thicknessan amount equal to the thickness of the body 46 of the bayonet plate 14 from which it was struck.
  • the bayonet tooth 16 must be force-fitted into the aperture 13. With teeth of the dimension and configura- "tion shown this joinder force ay be readily applied by a hand operated compactor 18.
  • the interfitting of the bayonet teeth ad their corresponding apertures may be the sole means of locking the bayonet plate 14 to the anchor plate 11.
  • the kerfs 33 and 34 may, therefore, be of such width and depth as to provide no holding power againt extraction of the bayonet teeth.
  • the interlocking provided solely by this engagement of the teeth and their apertures provides a structural integrity between the plywood panel and the dimensional member to which it is joined such that the neutral axis of the load bearing member is not the neutral axis 48 (FIG. 1) of the dimensional member alone but rather the neutral axis 49 of the T-shaped section formed by the dimensional member 15 and the proximal portion 50 of the plywood panel 12.
  • the connector 10 for increased load carrying characteristics limited to the joinder of plywood to dimensional lumber.
  • a connector can also be used integrally to join pieces of dimensional lumber together; trusses can be connected to dimensional lumber or to plywood-all manner of structural connections being possible by varying the number of rows of embedment teeth and/ or bayonet teeth and connecting apertures.
  • FIGS. 1l13 One variation, particularly adaptable as an end, or edge, connector across a supporting member, is shown in FIGS. 1l13.
  • two panels 60 and 61 are abuttingly engaged and rest across a supporting member 62.
  • a bayonet plate 14 is prefixed to the supporting member 62 with the two rows 38 and 39 of bayonet teeth 16 extending outwardly therefrom.
  • a modified anchor plate 111 is attached to each panel 60 and 61 in proximity to the abutting edges 63 and 64 respectively.
  • Each anchor plate 111 has one row 65 of embedment teeth 119 and a row 66 of connecting aperture 113 parallel thereto.
  • the row 38 of bayonet teeth 16 interfit with the row 66 of apertures 113 on that anchor plate 111 fixed to panel 60 to connect that panel to the supporting member 62, and the row 39 of bayonet teeth 16 likewise lockingly interfits with the row 66 of apertures 113 on that anchor plate 111 fixed to panel 6 to connect that panel to the supporting member 62.
  • FIGS. 14-18 Another form of abutting connection embodying the present concept is shown in FIGS. 14-18.
  • This connector 210 employs a connector plate 211 with a single row 268 of alternate openings 220 and paired apertures 213.
  • the embedment teeth 219 struck from the openings 220' are preset into the edge 69 of a panel-like member 70.
  • the connector kerfing parallel to the row of apertures will not suffice inasmuch as that would remove the material into which the embedment teeth must be seated.
  • the material is preferably recessed from behind the apertures 213 by drilling, or punching, the cavities 227.
  • the bayonet plate 214 also has a single row 271 of openings 220, the teeth punched therefrom extending from alternate sides of the plate 214 from alternate openings.
  • embedment teeth 219 extend from every other opening 220
  • bayonet teeth 16 extend from the alternate openings 220.
  • the embedment teeth are set into the edge 72 of a panel-like member 73.
  • the members 70 and 73 are connected by lockingly inserting the bayonet teeth 216 into the apertures 213.
  • the fourth embodiment depicts the use of the present concept for joining members at corners.
  • the bayonet plate 314 has an angular cross section with two legs.
  • the embedment teeth 335 extend generally perpendicularly from the first leg 374 so as to 7 connect the angular bayonet plate 314 to the member 375.
  • the bayonet teeth 316 extend generally perpendicularly outwardly of the second leg 376 of the angular plate 314 to engage the apertures 313 through the anchor plate 311 attached to the second member 378, as by embedment teeth 319.
  • the anchor plate 311 may be constructed identically with anchor plate 111 (FIG. 13).
  • the cavities 327 behind the apertures 313 permit a facile entry of the bayonet teeth 316 to lock the anchor and bayonet plates together and thus join the members 375 and 378.
  • FIG. 20 A variation of the construction used to join members angularly disposed to each other is depicted in FIG. 20.
  • both members 480 and 481 are provided with an anchor plate.
  • the anchor plate 411A attached to member 480, and the anchor plate 4118 attached to the member 481 may also be of the variety shown in FIG. 13.
  • the embedment teeth 419 join the plates 411 to their respective members,
  • a linking member in the shape of an angled bayonet plate 416 connects the two members toegther by a plurality of bayonet teeth 416A extending outwardly from one leg 483 of plate 416 which lockingly engage the apertures 413 through the anchor plate 411A and a plurality of bayonet teeth 416B extending outwardly from the second leg 484 of plate 416 which lockingly engage the apertures 413 through anchor plate 411B.
  • the anchor plate 416 may be attached to the hidden structural members 485 and 486 by embedment teeth or other suitable means such as the nails 488' shown.
  • the means for connecting the anchor and bayonet plates to the members to be connected are preferably embedment teeth, particularly when they can be applied at the factory.
  • nails, or screws may well be used.
  • the means by which the plates are connected to the members to be joined should be varied to suit the materials.
  • connector plates embodying the concept of the present invention has oriented the disclosure of the connector plates in the environment of the construction industry, particularly with respect to the joinder of wooden members for improved structural characteristics.
  • the connector does have extensive use in this primary field of endeavor, it should also be now apparent that this concept could as well be adapted to join many other objects in and out of the construction industry.
  • finished ceiling as well as exterior and interior wall panels can readily be affixed to supporting members; trim and cabinetry can be assembled and mounted with ease.
  • the present invention thus not only provides a connector which is eminently suitable for joinder for wooden members in situ but also has applications which far transcend that art.
  • a connector for joining first and Second members comprising, at least one anchor plate, means for securing said anchor plate to the first of said members to be joined, said anchor plate having a plurality of spaced apertures, at least one bayonet plate, means for securing said bayonet plate to the second of said members to be joined, a plurality of bayonet teeth having penetrating ends and projecting outwardly from said bayonet plate spaced in conformity with said anchor plate apertures, a portion of said bayonet teeth adjacent their inner ends having a width at least equal to the span of the corresponding aperture in said anchor plate, said portion having a substantial axial extent sufficient to define a force fit between said bayonet teeth and said apertures, whereby interfitting of said bayonet teeth with said apertures normally is the sole means for lockingly joining the anchor plate to said bayonet plate.
  • a connector as set forth in claim 1, in which that portion of each bayonet tooth lockingly fitting an anchor plate aperture has straight parallel sides.
  • a connector as set forth in claim 1, in which the means for securing the anchor plate to said first member comprises a plurality of embedment teeth extending outwardly from one side of said anchor plate, and the means for securing said bayonet plate tothe second member comprises a plurality of embedment teeth extending outwardly from one side of said bayonet plate.
  • a connector as set forth in claim 3, in which that portion of each bayonet tooth lockingly fitting an anchor plate a erture has straight parallel sides.
  • a connector as set forth in claim 4, in which the bayonet plate presents at least two, laterally spaced rows of bayonet teeth and in which a single anchor plate is provided with a plurality of rows of embedment teeth and at least one row of spaced apertures on each side of every two rows of embedment teeth, said apertures interengageable with the bayonet teeth on said bayonet plate.
  • a connector as set forth in claim 4, in which a bayonet plate presents at least two, laterally spaced rows of bayonet teeth and in which a plurality of anchor plates are each provided with embedment teeth and at least one row of spaced, connecting apertures, said apertures interengageable with at least one row of bayonet teeth on said bayonet plate.
  • a connector as set forth in claim 4, in which the bayonet plate presents a plurality of embedment and bayonet teeth substantially aligned in a single row and in which the anchor plate has a single row of embedment teeth and connecting apertures, said apertures spaced in conformity with and interengageable with the bayonet teeth on said bayonet plate.
  • a connector as set forth in claim 8, in which the embedment and bayonet teeth each have a base portion with straight parallel sides and a tip portion, the tip portion having a width substantially less than the width of said base portion.
  • a connector as set forth in claim 9, in which the apertures are of circular configuration, the diameter of which substantially equals the width of the base portion of said bayonet teeth.
  • a connection between at least two members comprising, an anchor plate fixed to one of said members, said anchor plate having a body portion adjacent said member, a plurality of spaced apertures through said body portion, said member recessed behind said apertures, a bay onet plate fixed to another of the members to be joined, a plurality of bayonet teeth spaced in conformity with the spacing of said apertures having penetrating ends and extending outwardly from said bayonet plate, a portion of said bayonet teeth adjacent their inner ends having a width at least equal to the span of the corresponding aperture in said anchor plate, said portion having a substantial axial extent sufficient to define a force fit between said bayonet teeth and said apertures, whereby interfitting of said bayonet teeth with said apertures may be the sole means for lockingly joining the anchor plate to said bayonet plate.
  • each bayonet tooth has a base portion with straight parallel sides and a tip portion, the tip portion having a width substantially less than the width of said base portion and in which the apertures are of annular configuration, the diameter of each said aperture being substantially equal to the width of the base portion of that bayonet tooth received therein.
  • a connection between angularly joined members comprising, an anchor plate, means for securing said anchor plate to the first of the members to be joined, said anchor plate having a plurality of spaced apertures, at least one bayonet plate, said bayonet plate having angularly extending legs, means for securing one leg of said bayonet plate to the second of the members to be joined, a plurality of bayonet teeth having penetrating ends and extending outwardly of the second leg of said bayonet plate, said bayonet teeth being spaced in conformity with said apertures through the anchor plate, a portion of said bayonet teeth adjacent their inner ends having a Width at least equal to the span of the corresponding aperture in said anchor plate, said portion having a substantial axial extent sufiicient to define a force fit between said bayonet teeth and said apertures, whereby interfitting of said bayonet teeth with said apertures normally is the sole means for lockingly joining the anchor plate to said bayonet plate.
  • a connection, as set forth in claim 14, in which the means for securing said bayonet plate to said second member to be joined comprises a second anchor plate

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
US643156A 1967-06-02 1967-06-02 Interfitting multipiece connectors Expired - Lifetime US3454292A (en)

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US64315667A 1967-06-02 1967-06-02

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DE (2) DE1750713C3 (de)
GB (1) GB1233432A (de)
NO (1) NO123501B (de)
SE (1) SE360153B (de)

Cited By (17)

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US3633454A (en) * 1970-03-02 1972-01-11 Jack N Schmitt Connector plate
US3828514A (en) * 1971-10-08 1974-08-13 Automated Building Components Structural joint and connector plate therefor
US3841195A (en) * 1973-05-15 1974-10-15 Automated Building Components Two-sided fastener
US4051786A (en) * 1975-06-23 1977-10-04 Nordgren Hans Elov Loading pallet
US4318652A (en) * 1979-06-29 1982-03-09 Truswal Systems Corporation Connector plate
US4486115A (en) * 1982-03-02 1984-12-04 Gang-Nail Systems, Inc. Connector plates
US4784509A (en) * 1985-08-05 1988-11-15 Lucifero S.R.L. Devices for fixing support, joint or hinge elements to panels of expanded polystyrene, or the like
US5006006A (en) * 1986-02-13 1991-04-09 Metsa-Serla Oy Connector for connecting wooden beams to one another
EP0704582A1 (de) 1994-08-02 1996-04-03 Finnforest Oy Vorgefertigte Verbindungsanordnung für einen Holzbalken
US6584915B1 (en) * 1997-02-20 2003-07-01 Pryda Pty Ltd Joint structure
US20060137283A1 (en) * 2002-11-22 2006-06-29 Logan Brian R Composite beams
US9234350B1 (en) * 2013-12-06 2016-01-12 Jack Walters & Sons, Corp. System and method of constructing a composite assembly
US9528265B1 (en) * 2013-12-06 2016-12-27 Jack Walters & Sons, Corp. System and method of constructing a composite assembly
US9719257B2 (en) 2013-12-06 2017-08-01 Jack Walters & Sons, Corp. Friction fit composite column
US20180328067A1 (en) * 2017-05-11 2018-11-15 Hans-Erik Blomgren Connector for use in inter-panel connection between shear wall elements
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

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DE2606666C2 (de) * 1976-02-19 1982-03-18 Greimbau-Lizenz-Gmbh, 3200 Hildesheim Nagelplatte zum Verbinden von Holzbauteilen
EP0012489A1 (de) * 1978-12-15 1980-06-25 Peter Enthoven Montageelement, mit Hilfe solcher Elemente hergestellte Platten und aus diesen Platten und Elementen hergestellte Kisten
US4620403A (en) * 1984-10-10 1986-11-04 Field Gerald L Nailing anchor and method of use
FI76860C (fi) * 1986-07-04 1988-12-12 Markku Karhumaeki Fastsaettningsprofil eller balk.
AU2003204773B2 (en) * 2002-11-20 2009-04-09 Kaoru Taneichi Anchorage fixed at corner part of wood
DE202017002316U1 (de) 2017-05-02 2017-06-21 V.M.V. Scheulenburg GmbH Variabler Modul-Verbinder

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Cited By (22)

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US3633454A (en) * 1970-03-02 1972-01-11 Jack N Schmitt Connector plate
US3828514A (en) * 1971-10-08 1974-08-13 Automated Building Components Structural joint and connector plate therefor
US3841195A (en) * 1973-05-15 1974-10-15 Automated Building Components Two-sided fastener
US4051786A (en) * 1975-06-23 1977-10-04 Nordgren Hans Elov Loading pallet
US4318652A (en) * 1979-06-29 1982-03-09 Truswal Systems Corporation Connector plate
US4486115A (en) * 1982-03-02 1984-12-04 Gang-Nail Systems, Inc. Connector plates
US4784509A (en) * 1985-08-05 1988-11-15 Lucifero S.R.L. Devices for fixing support, joint or hinge elements to panels of expanded polystyrene, or the like
US5006006A (en) * 1986-02-13 1991-04-09 Metsa-Serla Oy Connector for connecting wooden beams to one another
EP0704582A1 (de) 1994-08-02 1996-04-03 Finnforest Oy Vorgefertigte Verbindungsanordnung für einen Holzbalken
US6584915B1 (en) * 1997-02-20 2003-07-01 Pryda Pty Ltd Joint structure
US20060137283A1 (en) * 2002-11-22 2006-06-29 Logan Brian R Composite beams
US9234350B1 (en) * 2013-12-06 2016-01-12 Jack Walters & Sons, Corp. System and method of constructing a composite assembly
US9528265B1 (en) * 2013-12-06 2016-12-27 Jack Walters & Sons, Corp. System and method of constructing a composite assembly
US9719257B2 (en) 2013-12-06 2017-08-01 Jack Walters & Sons, Corp. Friction fit composite column
US10260236B2 (en) 2013-12-06 2019-04-16 Jack Walters & Sons, Corp. Friction fit composite column
US10267040B2 (en) 2013-12-06 2019-04-23 Jack Walters & Sons, Corp. Friction fit composite column
US10711462B1 (en) 2013-12-06 2020-07-14 Jack Walters & Sons, Corp. Friction fit composite column
US20180328067A1 (en) * 2017-05-11 2018-11-15 Hans-Erik Blomgren Connector for use in inter-panel connection between shear wall elements
US10533338B2 (en) * 2017-05-11 2020-01-14 Katerra, Inc. Connector for use in inter-panel connection between shear wall elements
US10787832B2 (en) 2017-05-11 2020-09-29 Katerra, Inc. Connector for use in inter-panel connection between shear wall elements
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

Also Published As

Publication number Publication date
SE360153B (de) 1973-09-17
NO123501B (de) 1971-11-29
DE1750713A1 (de) 1971-05-19
DE1750713B2 (de) 1974-03-28
DE1750713C3 (de) 1974-12-12
GB1233432A (de) 1971-05-26
DE1992797U (de) 1968-08-29

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