WO2017052386A1 - A connector - Google Patents
A connector Download PDFInfo
- Publication number
- WO2017052386A1 WO2017052386A1 PCT/NZ2016/050156 NZ2016050156W WO2017052386A1 WO 2017052386 A1 WO2017052386 A1 WO 2017052386A1 NZ 2016050156 W NZ2016050156 W NZ 2016050156W WO 2017052386 A1 WO2017052386 A1 WO 2017052386A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- connector
- connecting portion
- joining
- top plate
- timber
- Prior art date
Links
- 238000009431 timber framing Methods 0.000 claims abstract description 52
- 238000000034 method Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 241000282472 Canis lupus familiaris Species 0.000 description 8
- 210000003813 thumb Anatomy 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 210000003811 finger Anatomy 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910001369 Brass Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010951 brass Substances 0.000 description 1
- 230000001010 compromised effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining 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
- F16B45/00—Hooks; Eyes
-
- 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
- F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
- F16B5/02—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread
-
- 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
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/22—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using hooks or like elements
Definitions
- This invention relates to a connector.
- the invention may be suitable for use in connecting and/or joining and/or fastening (herein: "joining") two or more components used in the construction of a building.
- the invention may be particularly suitable for use in joining two or more components of timber framing to prevent (or restrict) movement of the timber framing components with respect to each other.
- the invention will be predominantly described in relation to such use.
- the invention may also have other applications and uses.
- connectors which are used for joining the various timber framing components together, with the most common connectors including nails, screws, brackets and gang nails, and less common connectors including straps, ties and braces.
- the CT200 connector has a first plate for abutting the rafter and a second plate (at right angles to the first plate) for abutting the top plate.
- the first and second plates have a large number of holes pre-drilled in them, to enable the first and second plates to be attached to the rafter and top plate respectively, by the use of nails.
- the connector is relatively large, cumbersome, and expensive; it is a time consuming and fiddly operation to attach the connector to the rafter and top plate, due to the large number of nails that must be hammered in; damage to the rafter or top plate (or the worker's thumb) may occur if any nails are mishit with the hammer during attachment of the connector; damage to the timber framing may occur (for example, splitting of the timber) due to the large number of nails that are hammered into the framing; the connector comes in right hand and left hand varieties (for connecting each side of the rafter to the top plate), and hence a builder must ensure that he/she has a sufficient supply of both varieties at all times.
- Examples of connectors used for joining a bottom plate to a stud and a top plate to a stud include the use of "Stud Anchors” and “Stud Ties” respectively, both of which are also manufactured and marketed by MiTek New Zealand Limited.
- Stud Anchors are right-angled brackets, one part of which is screwed into the bottom plate, and the other part of which is nailed into the stud (through a number of preformed nail holes).
- Stud Ties are pre-bent metal ties which fit over the top plate, and which have sides with preformed teeth which are hammered into both sides of the stud.
- wire dogs Another more common type of connector commonly used for joining rafters to top plates, and studs to top, or bottom, plates are known as wire dogs.
- One type of wire dog used for joining a stud to a top or bottom plate is often referred to as a C-nail, and the use of such C-nails will be well known to those skilled in the art.
- a C-nail is essentially a large C-shaped or U-shaped staple, one sharpened point of which is hammered into the stud, and the other sharpened point of which is hammered into either the top plate or the bottom plate.
- Another type of wire dog used for joining a rafter to a top plate is often referred to as a Z- nail, and again the use of such Z-nails will be well known to those skilled in the art.
- Z-nails are in the shape of a "Z", with a sharpened point at each end of the "Z", for hammering into either the rafter or the top plate.
- the two sharpened points are at right angles to each other, which allows them to connect a rafter to a top plate (which are also at right angles to each other).
- a first point of the Z-nail may be hammered into the rafter, after which the Z-nail is rotated about this first attachment point, until the second point abuts the top plate, whereby the second point may then be hammered into the top plate.
- Z-nails comes in right hand and left hand varieties (for connecting each side of the rafter to the top plate), and hence a builder must ensure that he/she has a sufficient supply of both varieties at all times; the use of Z-nails is a particularly time consuming and/or fiddly operation because the first sharpened point of the Z-nail must only be hammered into the rafter after first lining up the Z-nail to ensure that the second sharpened point of the Z-nail will subsequently be positioned correctly to enable it to be hammered into the top plate; if the first sharpened point of the Z-nail is not lined up correctly at the outset, the Z-nail will subsequently be twisted or bent when the second sharpened point is hammered into the top plate; the Z-nail must be rotated about its first attachment point so that the second sharpened point can subsequently be ham
- a connector for joining a first object to a second object said connector including: i. a body portion,
- first connecting portion located at, or towards, a first end of the body portion, said first connecting portion including a single aperture through which a fastening device may be driven, in order to attach the first connecting portion to the first object
- a second connecting portion located at, or towards, a second end of the body portion, said second connecting portion including a single aperture through which a fastening device may be driven, in order to attach the second connecting portion to the second object.
- a connector for joining a first object to a second object substantially as described above, wherein the fastening device is a screw.
- a connector for joining a first object to a second object substantially as described above, wherein the body portion is substantially elongate.
- a connector for joining a first object to a second object substantially as described above, wherein the plane of the aperture associated with the first connecting portion is substantially the same as the plane of the aperture associated with the second connecting portion.
- a connector for joining a first object to a second object substantially as described above, wherein the longitudinal axis of the fastening device associated with the first connecting portion is substantially parallel to the longitudinal axis of the fastening device associated with the second connecting portion.
- a connector for joining a first object to a second object substantially as described above, wherein the connector is used for joining a first timber framing component to a second timber framing component.
- a connector for joining a first object to a second object substantially as described above, wherein the first timber framing component is a stud, and the second timber framing component is either a top plate or a bottom plate.
- a connector for joining a first object to a second object substantially as described above, wherein the plane of the aperture associated with the first connecting portion is substantially at right angles to the plane of the aperture associated with the second connecting portion.
- a connector for joining a first object to a second object substantially as described above, wherein the longitudinal axis of the fastening device associated with the first connecting portion is substantially at right angles to the longitudinal axis of the fastening device associated with the second connecting portion.
- a connector for joining a first object to a second object substantially as described above, wherein the connector is used for joining a first timber framing component to a second timber framing component.
- a connector for joining a first object to a second object substantially as described above, wherein the first timber framing component is a rafter, and the second timber framing component is a top plate.
- a connector for joining a first object to a second object substantially as described above, wherein the connector is comprised of a plastics material.
- a connector for joining a first object to a second object substantially as described above, wherein the connector is comprised of stainless steel.
- a method for joining a timber stud to a timber top plate utilising an embodiment of the connector, substantially as described above, said method including the steps of: i. attaching the first connecting portion of the connector to the stud by driving the fastening device through the aperture associated with the first connecting portion, and into the stud, and ii. attaching the second connecting portion of the connector to the top plate by driving the fastening device through the aperture associated with the second connecting portion, and into the top plate.
- a method for joining a timber rafter to a timber top plate utilising an embodiment of the connector, substantially as described above, said method including the steps of: iii. attaching the first connecting portion of the connector to the rafter by driving the fastening device through the aperture associated with the first connecting portion, and into the rafter, and
- the connector may be used to join (or connect or fasten) any type of objects, made from any type of material(s), and for any reason.
- the first and/or second objects may be made from timber or wood, metal, concrete, plastics, rubber, stone, rock, marble, MDF, as well as any combination of materials.
- the first and second objects may be joined by the connector for any reason.
- the first and second objects may be temporarily joined together so that they don't move during transportation.
- the first and second objects may be joined for security reasons (for example, to prevent the first object from being stolen because it is joined to the second object, or vice versa).
- the first object may be a first timber framing component
- the second object may be a second timber framing component
- the connector may be used to join the two timber framing components together (or provide added support for already- joined timber framing components), for example during construction of a building.
- the connector may preferably include a body portion, which may preferably be substantially elongate.
- the connector may also include a first connecting portion, located at, or towards, a first end of the body portion, the first connecting portion including a single aperture through which a fastening device may be driven, in order to attach the first connecting portion to the first object.
- the connector may also include a second connecting portion, located at, or towards, a second end of the body portion, the second connecting portion including a single aperture through which a fastening device may be driven, in order to attach the second connecting portion to the second object.
- the aperture in the first connecting portion and/or the aperture in the second connecting portion may be substantially circular, for example, in the form, (or shape) of an eyelet.
- fastening device may be utilised for use with the connector.
- the fastening device may be in the form of a rivet, bolt or nail.
- the fastening device may be in the form of a screw.
- the plane of the aperture associated with the first connecting portion may be substantially the same as the plane of the aperture associated with the second connecting portion.
- the longitudinal axis of the fastening device associated with the first connecting portion may be substantially parallel (and cO- axial) to/with the longitudinal axis of the fastening device associated with the second connecting portion.
- the connector may be suitable for joining adjacent pieces of timber framing, that abut each other, for example the connector may be used for joining a timber stud to either a timber top plate or a bottom plate.
- the connector may be used instead of a wire dog C-nail.
- the plane of the aperture associated with the first connecting portion may be substantially at right angles to the plane of the aperture associated with the second connecting portion.
- the longitudinal axis of the fastening device associated with the first connecting portion is substantially at right angles to the longitudinal axis of the fastening device associated with the second connecting portion.
- the connector may be used for joining adjacent pieces of timber framing, that are at right angles to each other, for example the connector may be used for joining a timber rafter to a timber top plate.
- the connector may be used instead of a wire dog Z-nail.
- the connector may be made of any suitable material(s), as required or as desired, or as dictated by the intended use of the connector.
- the connector may be comprised of a plastics material or a metal material such as iron, brass or stainless steel.
- the connector may also be galvanised if, for example, it is to be used in conditions where metallic objects may be prone to rusting, for example in a building near the sea.
- Fig 1 is a view of timber framing which utilises prior art wire dog C-nails and Z-nails,
- Fig 2 is a view of the same timber framing illustrated in Fig 1, but with two
- Fig 3 is a view of one possible embodiment of the present invention, also illustrated in Fig 2,
- Fig 4 is a view of another possible embodiment of the present invention, also illustrated in Fig 2,
- Fig 5 is a perspective view of the embodiment illustrated in Fig 4, and
- Fig 6 is another view of timber framing joined by the embodiment of the connector illustrated in Figs 4 and 5.
- Fig 1 there is shown a view of timber framing which utilises a prior art wire dog C-nail 1 , and a prior art wire dog Z-nail 2.
- the timber framing includes a rafter 3, a top plate 4, and a stud 5.
- the C-nail 1 is essentially a large C-shaped or U-shaped staple, with two sharpened points 6a,b. It may be seen from Fig 1 that the sharpened points 6a,b are substantially parallel to each other.
- one sharpened point 6a of the C-nail 1 is hammered into the side 8 of the top plate 4, and the other sharpened point 6b of the C-nail 1 is hammered into the side 9 of the stud 5 (or vice versa), to thus join the stud 5 to the top plate 4.
- the sharpened point 6a of the C-nail may be fully hammered into the side 8 of the top plate
- both sharpened points 6a,b may be hammered into their respective timber framing 4,5 at the same time (for example, by hitting each end 6a,b of the C-nail with alternate strokes from a hammer).
- two C-nails are used to join the stud 5 to the top plate 4. That is, a first C-nail 1 is used on one side 9 of the stud 5 (and one side 8 of the top plate 4), and a second C-nail la (shown in dotted outline) is used on the opposite side of the stud 5 and top plate 4.
- the C-nails 1,1a are used to securely join the top plate 4 to the stud 5, and to prevent uplift of the top plate 4 with respect to the stud 5.
- the Z-nail 2 is in the shape of a "Z", with a sharpened point 7a at one end of the "Z", and a sharpened point 7b at the other end of the "Z".
- the sharpened point 7a is adapted to be hammered into the side 10 of the rafter 3, and the sharpened point 7b is adapted to be hammered into the side 8 of the top plate 4. It may be seen from the Fig 1 , that the sharpened point 7a is substantially at right angles to the sharpened point 7b, which allows the Z-nail to be able to connect the rafter 3 to the top plate 4 (which are also at right angles to each other).
- two Z-nails 2, 2a are used to join the rafter 3 to the top plate 4. That is, a first Z-nail 2 is used on one side 10 of the rafter 3, and a second Z-nail 2a (shown in dotted outline) is used on the opposite side of the rafter 3. Both Z-nails 2,2a are hammered in the same side 8 of the top plate 4, but on opposite sides of the rafter 3.
- the Z-nails 2,2a are used to securely join the rafter 3 to the top plate 4, and to prevent uplift of the rafter 3 with respect to the top plate 4.
- the Z-nail 2 may be used as follows. Firstly, the sharpened point 7a of the Z-nail may be hammered into the side 10 of the rafter 3, after which the Z-nail 2 is rotated about this first attachment point, until the sharpened point 7b abuts the side 8 of the top plate 4, whereby the sharpened point 7b may then be hammered into the side 8 of the top plate 4.
- the sharpened point 7b may be hammered into the side 8 of the top plate 4 first, followed by the sharpened point 7b.
- FIG 2 there is shown a view of the same timber framing illustrated in Fig 1, namely, a rafter 3, a top plate 4, and a stud 5.
- a first embodiment of a connector generally indicated by arrow 11.
- the connector 11 is used to join the top plate 4 to the stud 5.
- FIG. 12 Having regard also to Figs 4 and 5, there is shown a second embodiment of a connector, generally indicated by arrow 12.
- the connector 12 is used to join the rafter 3 to the top plate 4.
- the connectors 11,12 both include a substantially elongate body portion 13.
- the connector 11 includes a first connecting portion 14, located at a first end of the body portion 13, the first connecting portion 14 including a single aperture 16a through which a fastening device such as a screw 18 may be driven (see Fig 2), in order to attach the first connecting portion 14 to the side 8 of the top plate 4.
- the connector 11 also includes a second connecting portion 15, located at a second (opposite) end of the body portion 13, the second connecting portion 15 including a single aperture 17a through which a fastening device such as a screw 18 (see Fig 2) may be driven, in order to attach the second connecting portion 15 to the side 9 of the stud 5.
- the first connecting portion 14 and the second connecting portion 15 are in the form (or shape) of eyelets 16,17, each of which includes the apertures 16a, 17a, respectively, for receiving the screws 18.
- the screws 18 are used for attaching the first connecting portion 14 to the side 8 of the top plate 4, and the second connecting portion 15 to the side 9 of the stud 5, to thus securely join the top plate 4 to the stud 5.
- two connectors 11, 11a are used to join the stud 5 to the top plate 4. That is, a first connector 11 is used on one side 9 of the stud 5 (and one side 8 of the top plate 4), and a second connector 11a (shown in dotted outline) is used on the opposite side of the stud 5 and top plate 4.
- the connectors 11, 11a are used to securely join the top plate 4 to the stud 5, and to prevent uplift of the top plate 4 with respect to the stud 5.
- the connector 11 may be held flush against the top plate 4 and stud 5, as illustrated in Fig 2, and the screws 18 may then be screwed through the apertures 16a, 17a and into the side 8 of the top plate 4 and the side 9 of the stud 5 respectively, for example by the use of a power drill used for such purposes.
- a power drill By utilising a power drill, the screws 18 may be screwed into the top plate 4 and stud 5, without first having to pre-drill the holes.
- the plane of the aperture 16a (and eyelet 16) associated with the first connecting portion 14 is substantially the same as the plane of the aperture 17a (and eyelet 17) associated with the second connecting portion 15.
- the connector 12 includes a first connecting portion 19, located at a first end of the body portion 13, the first connecting portion 19 including a single aperture 21a through which a fastening device such as a screw 18 may be driven, in order to attach the first connecting portion 19 to the side 10 of the rafter 3.
- the connector 12 also includes a second connecting portion 20, located at a second (opposite) end of the body portion 13, the second connecting portion 20 also including a single aperture 22a, through which a fastening device such as a screw 18 (not shown in Fig 4) may be driven, in order to attach the second connecting portion 20 to the side 8 of the top plate 4.
- a fastening device such as a screw 18 (not shown in Fig 4)
- the first connecting portion 19 and the second connecting portion 20 are in the form of eyelets 21, 22, respectively, each of which includes the apertures 21a, 22a, respectively, for receiving the screws 18.
- the screws 18 are used for attaching the first connecting portion 19 to the side 10 of the rafter 3, and the second connecting portion 20 to the side 8 of the top plate 4, to thus securely join the rafter 3 to the top plate 4.
- two connectors 12, 12a are used to join the rafter 3 to the top plate 4. That is, a first connector 12 is used on one side 10 of the rafter 3 (joining that side 10 of the rafter 3 to the side 8 of the top plate 4), and a second connector 12a (shown in dotted outline) is used on the opposite side of the rafter 3, to join that side of the rafter 3 to the same side 8 of the top plate 4.
- the connectors 12, 12a are used to securely join the rafter 3 to the top plate 4, and to prevent uplift of the rafter 3 with respect to the top plate 4.
- the second connecting portion 20 of the connector 12 may be held flush against the side 8 of the top plate 4, and the screw 18 may then be screwed through the aperture 22a in the eyelet 22 and into the side 8 of the top plate 4.
- the first connecting portion 19 of the connector 12 may then be subsequently attached to the side 10 of the rafter 3 by screwing another screw 18 through the aperture 21a in the eyelet 21, and into the side 10 of the rafter 3.
- the above example describes the second connecting portion 20 of the connector 12 being first screwed into the side 8 of the top plate 4, prior to the first connecting portion 19 of the connector 12 being subsequently screwed into the side 10 of the rafter 3.
- first connecting portion 19 of the connector 12 may first be screwed into the side 10 of the rafter 3, and subsequently the second connecting portion 20 of the connector 12 may be screwed into the side 8 of the top plate 4.
- the screws 18 may preferably be screwed into the rafter 3 and top plate 4 by the use of a power drill used for such purposes. By utilising a power drill, the screws 18 may be screwed into the rafter 3 and top plate 4, without first having to pre-drill the holes. It may be seen from Figs 2,4,5 & 6 that the plane of the aperture 21a (and eyelet 21) associated with the first connecting portion 19 is substantially at right angles to the plane of the aperture 22a (and eyelet 22) associated with the second connecting portion 20.
- the longitudinal axis of the screw 18 associated with the first connecting portion 19 is, in use, substantially at right angles to the longitudinal axis of the screw 18 associated with the second connecting portion 20 (best illustrated in Fig 2).
- This arrangement enables the connector 12 to join the side 10 of the rafter 3 to the side 8 of the top plate 4 (which are at right angles to each other).
- Using screws 18 to attach the connectors 11, 12 to the timber framing has significant advantages over using nails (or using the C-nails 1, 1a and Z-nails 2,2a illustrated in Fig 1). This is because one screw generally has the holding power of at least three nails.
- the connectors 11, 12 provide for a much stronger and more secure connection between the timber framing, as compared to the C-nails 1,1a and Z-nails 2,2a illustrated in Fig 1.
- the average amount of force required to compromise the join between the timber framing components was 6.9kN (approx 700 kilogram-force).
- screws 18 overcomes disadvantages associated with hammering in nails and/or the sharpened points of the C-nails 1,1a and Z-nails 2,2a illustrated in Fig 1 (collectively referred to below as "nails").
- the connectors 11, 12 have no sharp edges, a worker will not prick his/her fingers when, for example, reaching into a bag or box containing such connectors 11, 12 (which frequently happens when using the C-nails 1,1a and Z-nails 2,2a). Moreover, a worker will not injure himself/herself if they inadvertently stand on either of the connectors 11, 12 - as is often the case for the C-nails 1,1a and Z-nails 2,2a.
- the connectors 12, 12a may be used on either side of the rafter 3, and hence there is no requirement to have left hand or right hand varieties of the connectors 12, 12a (as is the case for Z-nails 2,2a); use of the connectors 12, 12a do not require any rotation of the connectors 12, 12a after either the first connecting portion 19 or second connecting portion 20 have been attached (as is the case for Z-nails 2,2a); once the connectors 12,12a are placed against the side 10 of the rafter 3 and/or side 8 of the top plate 4, they may readily be attached by use of the screws 18, and hence there is no requirement to rotate or otherwise manipulate the connectors 12,12a (as is the case for the Z-nails 2,2a).
- connections 11, 12 provide for a particularly strong and secure connection between timber framing components, and the connectors 11, 12 certainly provide for a stronger and more secure connection between the timber framing components 3,4,5 as compared to Z-nails 2,2a, C-nails 1, 1a, and any other prior art connectors presently on the market.
- the connectors 11, 12 are also able to be fitted much quicker (and with less chance of damaging the timber framing) as compared to prior art connectors such as the Z- nails 2,2a, C-nails 1,1a, and any other prior art connectors presently on the market.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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AU2016327438A AU2016327438A1 (en) | 2015-09-25 | 2016-09-23 | A connector |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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NZ70635115 | 2015-09-25 | ||
NZ706351 | 2015-09-25 |
Publications (1)
Publication Number | Publication Date |
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WO2017052386A1 true WO2017052386A1 (en) | 2017-03-30 |
Family
ID=58386813
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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PCT/NZ2016/050156 WO2017052386A1 (en) | 2015-09-25 | 2016-09-23 | A connector |
Country Status (2)
Country | Link |
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AU (1) | AU2016327438A1 (en) |
WO (1) | WO2017052386A1 (en) |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3961455A (en) * | 1973-05-29 | 1976-06-08 | Peters Dierk D | Truss support connector |
US4104843A (en) * | 1977-08-29 | 1978-08-08 | Simpson Manufacturing Co., Inc. | Hanger adjustable end bearing assembly |
US4896985A (en) * | 1989-05-01 | 1990-01-30 | Simpson Strong-Tie Company, Inc. | Snugging connection and method |
US5468086A (en) * | 1992-12-09 | 1995-11-21 | Goya; Shigeru | Metal connector for construction |
DE29711884U1 (en) * | 1996-06-28 | 1997-12-11 | Gruenbauer G C Bv | Carrier and device for installing a carrier |
US5761863A (en) * | 1996-11-27 | 1998-06-09 | Clemson University | Method of reinforcing a building |
US20050257490A1 (en) * | 2004-05-18 | 2005-11-24 | Pryor Steven E | Buckling restrained braced frame |
US20090190996A1 (en) * | 2008-01-30 | 2009-07-30 | Pointblank Design Inc. | Apparatus for Connecting Structural Members |
US20130067839A1 (en) * | 2011-09-15 | 2013-03-21 | SR Systems, LLC | Structure Anti-Torsion System and Device, and Method of Use Providing Compression and Tension Support |
-
2016
- 2016-09-23 WO PCT/NZ2016/050156 patent/WO2017052386A1/en active Application Filing
- 2016-09-23 AU AU2016327438A patent/AU2016327438A1/en not_active Abandoned
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3961455A (en) * | 1973-05-29 | 1976-06-08 | Peters Dierk D | Truss support connector |
US4104843A (en) * | 1977-08-29 | 1978-08-08 | Simpson Manufacturing Co., Inc. | Hanger adjustable end bearing assembly |
US4896985A (en) * | 1989-05-01 | 1990-01-30 | Simpson Strong-Tie Company, Inc. | Snugging connection and method |
US5468086A (en) * | 1992-12-09 | 1995-11-21 | Goya; Shigeru | Metal connector for construction |
DE29711884U1 (en) * | 1996-06-28 | 1997-12-11 | Gruenbauer G C Bv | Carrier and device for installing a carrier |
US5761863A (en) * | 1996-11-27 | 1998-06-09 | Clemson University | Method of reinforcing a building |
US20050257490A1 (en) * | 2004-05-18 | 2005-11-24 | Pryor Steven E | Buckling restrained braced frame |
US20090190996A1 (en) * | 2008-01-30 | 2009-07-30 | Pointblank Design Inc. | Apparatus for Connecting Structural Members |
US20130067839A1 (en) * | 2011-09-15 | 2013-03-21 | SR Systems, LLC | Structure Anti-Torsion System and Device, and Method of Use Providing Compression and Tension Support |
Also Published As
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---|---|
AU2016327438A1 (en) | 2018-05-10 |
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