US20050252152A1 - Steel truss fasteners for multi-positional installation - Google Patents
Steel truss fasteners for multi-positional installation Download PDFInfo
- Publication number
- US20050252152A1 US20050252152A1 US10/843,853 US84385304A US2005252152A1 US 20050252152 A1 US20050252152 A1 US 20050252152A1 US 84385304 A US84385304 A US 84385304A US 2005252152 A1 US2005252152 A1 US 2005252152A1
- Authority
- US
- United States
- Prior art keywords
- truss
- fastener
- shaft
- arcuate
- head
- 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.)
- Abandoned
Links
- 238000009434 installation Methods 0.000 title claims description 11
- 229910000831 Steel Inorganic materials 0.000 title abstract description 12
- 239000010959 steel Substances 0.000 title abstract description 12
- 230000037361 pathway Effects 0.000 claims description 11
- 238000005553 drilling Methods 0.000 claims 2
- 238000010079 rubber tapping Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/11—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with non-parallel upper and lower edges, e.g. roof trusses
-
- 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
- F16B35/00—Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws
- F16B35/04—Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws with specially-shaped head or shaft in order to fix the bolt on or in an object
- F16B35/06—Specially-shaped heads
-
- 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
- F16B5/0275—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 the screw-threaded element having at least two axially separated threaded portions
-
- 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
- F16B25/00—Screws that cut thread in the body into which they are screwed, e.g. wood screws
- F16B25/10—Screws performing an additional function to thread-forming, e.g. drill screws or self-piercing screws
- F16B25/103—Screws performing an additional function to thread-forming, e.g. drill screws or self-piercing screws by means of a drilling screw-point, i.e. with a cutting and material removing action
Definitions
- This invention relates generally to fasteners used in the construction arts, and in particular, to steel construction utilizing fastener connected truss members.
- Trusses and girders have long been used in construction for spanning distances in industrial and residential buildings. Steel trusses are now frequently used for the support of roof structures due to their advantageous physical properties.
- trusses are constructed of truss members such as chords and tubular members. The truss members are often joined together with fasteners, such as bolts. Fastener joining is most common in medium and large span truss assemblies.
- the joining of the truss elements often involves complex assembly that requires a high labor input to complete the truss assembly.
- the assembly is accomplished through the use of plates combined with bolts that pass through the truss members and plates.
- the plates may be separate or may be integral to the truss members.
- welding may augment or replace the use of fasteners in joining together truss members.
- the truss assembly typically must be flipped over in order to complete the reverse side welds.
- truss fasteners are designed to pass through a first plate and penetrate through the truss member and into a second plate.
- Fasteners such as those disclosed in U.S. Pat. No. 5,746,039 have a threaded section near the tip of the fastener and a threaded section near the head of the fastener.
- the tip of the bolt or screw is configured to be a self-tapping such that rotation of the fastener allows the tip to penetrate both plates and truss members.
- One advantage to this fastener configuration is that a truss can be assembled without a need to turn the truss over such as when a screw or bolt is used on either side of the truss assembly or when welding is utilized.
- truss fasteners do not penetrate in strictly a perpendicular orientation to the surfaces of the truss components.
- truss fasteners have a head with a planar bottom surface which may also have a grooved seating surface.
- the planar or grooved seating surface contacts the plate or structural member at a very limited point of contact. Not only is this a relatively weak point of contact, but there is also a concentration of force at this limited point of contact.
- the present invention in a preferred form is directed to a device that addresses, among other things, the adverse consequences which result from the oblique driving of a structural fastener.
- the present invention is a fastener which comprises a fastener shank having a tip and a head.
- the fastener shank further has threaded portions for engaging truss members and plate elements if present.
- the tip of the shank can have a self-tapping point.
- the head of the fastener has a tool engagement surface and a seating surface.
- the seating surface has a configuration that allows for a wider distribution of force at a truss assembly contact point.
- the configuration may include an arcuate contour that is generally convex and is defined by a surface of revolution about the central shank axis.
- An object of the present invention is to provide a strong contact interface between the seating portion of the fastener head and the truss assembly regardless of the fastener installation angle.
- FIG. 1 shows an upper portion of a steel truss fastener consistent with the present invention.
- FIG. 2A is a top view of a steel truss fastener consistent with the present invention.
- FIG. 2B is a side view of the steel truss fastener of FIG. 2A .
- FIG. 3 shows the relative orientation of truss elements and portions of a steel truss fastener at different installation angles.
- FIG. 4 shows the relative orientation of truss elements and portions of prior art steel truss fasteners at different installation angles.
- FIG. 5 shows a truss assembly utilizing fasteners consistent with the present invention.
- FIG. 6 shows a cut away view of a fastener, chord, and tubular member assembly consistent with the present invention.
- FIG. 7 shows and enlarged fragmentary view, partly in schematic, of a portion of the thread of a fastener consistent with the present invention.
- the invention in a preferred form is a steel truss fastener which advantageously provides a connection of high integrity even for an installation wherein the fastener is driven at an oblique angle to the joined structural elements of a truss assembly.
- a steel truss fastener in accordance with the present invention is generally designated by the numeral 10 .
- the steel truss fastener 10 includes a head 12 integrally attached to an elongated threaded shaft 14 .
- the threading 16 of the shaft 14 may be present along the entirety of the shaft or may be interrupted so as to be present at only a portion or separate portions of the shaft. For example, two portions of the shaft may be threaded, as illustratively shown in FIG. 2B .
- the shaft 14 includes a center axis 18 which extends between the head and a tip 20 of the shaft 14 .
- the threading 16 is of the buttress thread 58 configuration.
- the buttress thread 58 includes a support surface 86 and a driving surface 88 .
- the support surface 86 is oriented at an angle of approximately 10 degrees to a normal line N to the central axis 18 of the shaft 14 .
- the angle a between normal line N and the support surface 86 is between about 0 degrees and about 15 degrees.
- the driving surface 88 is preferably oriented at an angle of approximately 35 degrees to a normal line N to the shank axis 18 .
- the angle of b between the normal line N and the driving surface 68 is between about 25 degrees and about 65 degrees.
- the head 12 in one embodiment of the invention has an upper surface 22 and a lower surface 24 .
- the lower surface defines a contact surface 26 that is substantially arcuate in shape and axially symmetric about axis 18 .
- the arcuate contact surface 26 of the head may be in the form of a continuous arc or may have angular arcing portions of differing angles relative to the center axis 18 of the shaft 14 .
- the angle(s) of arcuate contact surface 26 relative to the shaft center axis 18 may range from an angle that is about 0° to an angle of about 25°.
- the arcuate contact surface 26 when in contact with a truss member 34 or plate 38 defines an arcuate contact pathway 28 .
- the arcuate contact pathway 28 is positioned between an attachment point 30 of the head and an edge of the head 32 when the fastener 10 is installed at an oblique angle.
- the arcuate contact pathway 28 includes a portion of the arcuate contact surface 26 that is in contact with the truss member 34 or plate 38 .
- This portion of the arcuate contact pathway 28 may encompass a significant length of the total arcuate pathway length.
- the portion of the arcuate contact pathway in contact with the truss member 34 or plate 38 can be in the range of about 5% to over 90% of the total arcuate contact pathway 28 length.
- FIG. 5 An example of a truss assembly 40 utilizing a fastener 10 is illustrated in FIG. 5 .
- the installed fastener 10 is illustrated in FIGS. 5 and 6 in an installed position for securing together truss members 34 such as a chord 42 , defining a longitudinally extending channel 62 , and a tubular member 44 in a double shear interface.
- the cord 42 has a first wall 46 and a second wall 48 .
- the tubular member 44 has a first wall 50 and a second wall 52 .
- the fastener 10 may be installed by positioning the tip 20 adjacent the outside surface of first wall 46 of the chord 42 .
- the fastener 10 is rotated such that the tip 20 drills an entrance hole 54 in the chord first wall 46 and an entrance hole 56 in the tubular member first wall 50 .
- the thread 16 on a distal, lower portion 46 of the shaft 14 taps a complementary thread in the walls of the entrance holes 54 and 56 thereby threadably engaging the chord 42 and the tubular member 44 .
- the tip 20 drills an entrance hole 58 in the tubular member second wall 52 and an entrance hole 60 of the cord second wall 48 .
- the thread 16 on a proximate, upper portion 47 of the shaft 14 taps a complementary thread in the walls of the entrance holes 58 and 60 thereby threadably engaging the chord 42 and the tubular member 44 .
- the fastener 10 engages with the truss member 34 until the lower surface 24 of the head 12 reaches a first surface 36 of the truss member.
- the truss member 34 may form a multiple sided structure such as a square, rectangle, or other geometrical shape.
- the truss member may therefore have a second surface through which a portion of the fastener 10 may penetrate.
- the fastener 10 engages the first surface 36 at an angle, for example, approximately 0° from perpendicular to the first surface 36 to approximately 20° from perpendicular to the first surface 36 .
- the head due to the shape of the head lower surface 24 , contacts the surface along the arcuate pathway 28 .
- plates 38 may be used on both sides of the truss member 34 when joining truss members together.
- the plates 38 can be present to secure several truss members 34 together, such as at a web of the truss assembly.
- a plate or plates may be present intermediate that head arcuate contacting surface 26 .
- a plate may be present in substantially parallel alignment with a surface of the truss member.
- a second surface of the truss member 34 may or may not be in substantially parallel alignment with the portion of the arcuate contacting surface 26 depending on the configuration of the truss member 34 .
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
- This invention relates generally to fasteners used in the construction arts, and in particular, to steel construction utilizing fastener connected truss members.
- Trusses and girders have long been used in construction for spanning distances in industrial and residential buildings. Steel trusses are now frequently used for the support of roof structures due to their advantageous physical properties. In general, trusses are constructed of truss members such as chords and tubular members. The truss members are often joined together with fasteners, such as bolts. Fastener joining is most common in medium and large span truss assemblies.
- The joining of the truss elements often involves complex assembly that requires a high labor input to complete the truss assembly. Typically, the assembly is accomplished through the use of plates combined with bolts that pass through the truss members and plates. The plates may be separate or may be integral to the truss members. In some cases welding may augment or replace the use of fasteners in joining together truss members. However, when welding is utilized, the truss assembly typically must be flipped over in order to complete the reverse side welds.
- Conventionally, truss fasteners are designed to pass through a first plate and penetrate through the truss member and into a second plate. Fasteners such as those disclosed in U.S. Pat. No. 5,746,039 have a threaded section near the tip of the fastener and a threaded section near the head of the fastener. In some cases, the tip of the bolt or screw is configured to be a self-tapping such that rotation of the fastener allows the tip to penetrate both plates and truss members. One advantage to this fastener configuration is that a truss can be assembled without a need to turn the truss over such as when a screw or bolt is used on either side of the truss assembly or when welding is utilized.
- A significant problem arises when the truss fasteners do not penetrate in strictly a perpendicular orientation to the surfaces of the truss components. Conventionally, truss fasteners have a head with a planar bottom surface which may also have a grooved seating surface. When the conventional fastener is installed in such an oblique angular orientation as described above, the planar or grooved seating surface contacts the plate or structural member at a very limited point of contact. Not only is this a relatively weak point of contact, but there is also a concentration of force at this limited point of contact.
- The present invention in a preferred form is directed to a device that addresses, among other things, the adverse consequences which result from the oblique driving of a structural fastener. The present invention is a fastener which comprises a fastener shank having a tip and a head. The fastener shank further has threaded portions for engaging truss members and plate elements if present. The tip of the shank can have a self-tapping point. The head of the fastener has a tool engagement surface and a seating surface. The seating surface has a configuration that allows for a wider distribution of force at a truss assembly contact point. In particular, the configuration may include an arcuate contour that is generally convex and is defined by a surface of revolution about the central shank axis.
- An object of the present invention is to provide a strong contact interface between the seating portion of the fastener head and the truss assembly regardless of the fastener installation angle.
- Other objects and advantages of the invention will be evident to one of ordinary skill in the art from the following detailed description with reference to the accompanying drawings in which:
-
FIG. 1 shows an upper portion of a steel truss fastener consistent with the present invention. -
FIG. 2A is a top view of a steel truss fastener consistent with the present invention. -
FIG. 2B is a side view of the steel truss fastener ofFIG. 2A . -
FIG. 3 shows the relative orientation of truss elements and portions of a steel truss fastener at different installation angles. -
FIG. 4 shows the relative orientation of truss elements and portions of prior art steel truss fasteners at different installation angles. -
FIG. 5 shows a truss assembly utilizing fasteners consistent with the present invention. -
FIG. 6 shows a cut away view of a fastener, chord, and tubular member assembly consistent with the present invention. -
FIG. 7 shows and enlarged fragmentary view, partly in schematic, of a portion of the thread of a fastener consistent with the present invention. - Briefly stated, the invention in a preferred form is a steel truss fastener which advantageously provides a connection of high integrity even for an installation wherein the fastener is driven at an oblique angle to the joined structural elements of a truss assembly. With reference to the drawings wherein like numerals represent like parts throughout the several figures, a steel truss fastener in accordance with the present invention is generally designated by the
numeral 10. - The
steel truss fastener 10 includes ahead 12 integrally attached to an elongated threadedshaft 14. Thethreading 16 of theshaft 14 may be present along the entirety of the shaft or may be interrupted so as to be present at only a portion or separate portions of the shaft. For example, two portions of the shaft may be threaded, as illustratively shown inFIG. 2B . For purposes of further describing the invention, theshaft 14 includes acenter axis 18 which extends between the head and atip 20 of theshaft 14. - In one embodiment of the invention the
threading 16 is of thebuttress thread 58 configuration. Thebuttress thread 58 includes asupport surface 86 and adriving surface 88. In a preferred form, thesupport surface 86 is oriented at an angle of approximately 10 degrees to a normal line N to thecentral axis 18 of theshaft 14. Preferably, the angle a between normal line N and thesupport surface 86 is between about 0 degrees and about 15 degrees. Thedriving surface 88 is preferably oriented at an angle of approximately 35 degrees to a normal line N to theshank axis 18. In preferred form, the angle of b between the normal line N and the driving surface 68 is between about 25 degrees and about 65 degrees. - The
head 12 in one embodiment of the invention has anupper surface 22 and alower surface 24. The lower surface defines acontact surface 26 that is substantially arcuate in shape and axially symmetric aboutaxis 18. Thearcuate contact surface 26 of the head may be in the form of a continuous arc or may have angular arcing portions of differing angles relative to thecenter axis 18 of theshaft 14. For instance, the angle(s) ofarcuate contact surface 26 relative to theshaft center axis 18 may range from an angle that is about 0° to an angle of about 25°. Thearcuate contact surface 26 when in contact with atruss member 34 orplate 38 defines anarcuate contact pathway 28. Thearcuate contact pathway 28 is positioned between anattachment point 30 of the head and an edge of thehead 32 when thefastener 10 is installed at an oblique angle. Thearcuate contact pathway 28 includes a portion of thearcuate contact surface 26 that is in contact with thetruss member 34 orplate 38. This portion of thearcuate contact pathway 28 may encompass a significant length of the total arcuate pathway length. For example, the portion of the arcuate contact pathway in contact with thetruss member 34 orplate 38 can be in the range of about 5% to over 90% of the totalarcuate contact pathway 28 length. - An example of a
truss assembly 40 utilizing afastener 10 is illustrated inFIG. 5 . The installedfastener 10 is illustrated inFIGS. 5 and 6 in an installed position for securing togethertruss members 34 such as achord 42, defining alongitudinally extending channel 62, and atubular member 44 in a double shear interface. Thecord 42 has afirst wall 46 and asecond wall 48. Thetubular member 44 has afirst wall 50 and asecond wall 52. Thefastener 10 may be installed by positioning thetip 20 adjacent the outside surface offirst wall 46 of thechord 42. Thefastener 10 is rotated such that thetip 20 drills anentrance hole 54 in the chordfirst wall 46 and an entrance hole 56 in the tubular memberfirst wall 50. Following penetration by thetip 20, thethread 16 on a distal,lower portion 46 of theshaft 14 taps a complementary thread in the walls of the entrance holes 54 and 56 thereby threadably engaging thechord 42 and thetubular member 44. As thefastener 10 is further rotated, thetip 20 drills anentrance hole 58 in the tubular membersecond wall 52 and an entrance hole 60 of the cordsecond wall 48. Following penetration by thetip 20, thethread 16 on a proximate,upper portion 47 of theshaft 14 taps a complementary thread in the walls of the entrance holes 58 and 60 thereby threadably engaging thechord 42 and thetubular member 44. - In one embodiment of the invention, the
fastener 10 engages with thetruss member 34 until thelower surface 24 of thehead 12 reaches afirst surface 36 of the truss member. Thetruss member 34 may form a multiple sided structure such as a square, rectangle, or other geometrical shape. The truss member may therefore have a second surface through which a portion of thefastener 10 may penetrate. Thefastener 10, as illustratively shown inFIG. 3 , engages thefirst surface 36 at an angle, for example, approximately 0° from perpendicular to thefirst surface 36 to approximately 20° from perpendicular to thefirst surface 36. Upon contacting the surface of truss member the head due to the shape of the headlower surface 24, contacts the surface along thearcuate pathway 28. - In one
embodiment plates 38 may be used on both sides of thetruss member 34 when joining truss members together. Theplates 38 can be present to secureseveral truss members 34 together, such as at a web of the truss assembly. A plate or plates may be present intermediate that head arcuate contactingsurface 26. For example, a plate may be present in substantially parallel alignment with a surface of the truss member. When the fastener is installed through aplate 38 on the first surface of a truss member, a portion of the arcuate contactingsurface 26 contacts the plate substantially parallel to the first surface of thetruss member 34. It should be understood that a second surface of thetruss member 34 may or may not be in substantially parallel alignment with the portion of the arcuate contactingsurface 26 depending on the configuration of thetruss member 34. - While the embodiments of the foregoing invention have been set forth for the purpose of illustration, the foregoing description should not be deemed a limitation of the invention herein. Accordingly, various modifications adaptations and alternatives may occur to one skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is to be understood that the present invention has been described by way of illustration and not limitation.
Claims (16)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/843,853 US20050252152A1 (en) | 2004-05-12 | 2004-05-12 | Steel truss fasteners for multi-positional installation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/843,853 US20050252152A1 (en) | 2004-05-12 | 2004-05-12 | Steel truss fasteners for multi-positional installation |
Publications (1)
Publication Number | Publication Date |
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US20050252152A1 true US20050252152A1 (en) | 2005-11-17 |
Family
ID=35308071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US10/843,853 Abandoned US20050252152A1 (en) | 2004-05-12 | 2004-05-12 | Steel truss fasteners for multi-positional installation |
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US (1) | US20050252152A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007107788A1 (en) * | 2006-03-17 | 2007-09-27 | David Brindley Thurston | Improvements in and relating to frames |
US20100223877A1 (en) * | 2009-03-03 | 2010-09-09 | The Board Of Regents Of Oklahoma State University | Roof truss system for long span and wide spacing with one-sided assembly |
US8183447B1 (en) * | 2010-06-16 | 2012-05-22 | Chapman Emmett E | Dual-tensioned neck truss system for stringed musical instruments |
US20170058526A1 (en) * | 2015-08-26 | 2017-03-02 | Omg, Inc. | Structural Truss Module With Fastener Web and Manufacturing Method Therefor |
JP2018075949A (en) * | 2016-11-09 | 2018-05-17 | 株式会社神戸車輌製作所 | Dolly |
US11519174B2 (en) | 2015-08-26 | 2022-12-06 | Omg, Inc. | Building structure formed by truss modules and method of forming |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3524378A (en) * | 1968-12-05 | 1970-08-18 | Illinois Tool Works | Stitching screw |
US5557897A (en) * | 1992-02-20 | 1996-09-24 | Braas Gmbh | Fastening device for a roof sealing strip or the like |
US5746039A (en) * | 1996-05-31 | 1998-05-05 | Metaltite Corporation | Truss fastener and truss assembly |
US5769584A (en) * | 1996-01-31 | 1998-06-23 | Piminvest, Naamloze Vennootschap | Nut for a spoke |
US5771653A (en) * | 1995-10-12 | 1998-06-30 | Unimast Incorporated | Chord for use as the upper and lower chords of a roof truss |
US6036422A (en) * | 1998-07-20 | 2000-03-14 | The Aerospace Corporation | Roller washer bearing and method |
US6282857B1 (en) * | 2000-03-09 | 2001-09-04 | Sarnafil, Inc. | Articulating plate assembly for retaining sheets of roofing material on a roof surface |
-
2004
- 2004-05-12 US US10/843,853 patent/US20050252152A1/en not_active Abandoned
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3524378A (en) * | 1968-12-05 | 1970-08-18 | Illinois Tool Works | Stitching screw |
US5557897A (en) * | 1992-02-20 | 1996-09-24 | Braas Gmbh | Fastening device for a roof sealing strip or the like |
US5771653A (en) * | 1995-10-12 | 1998-06-30 | Unimast Incorporated | Chord for use as the upper and lower chords of a roof truss |
US5769584A (en) * | 1996-01-31 | 1998-06-23 | Piminvest, Naamloze Vennootschap | Nut for a spoke |
US5746039A (en) * | 1996-05-31 | 1998-05-05 | Metaltite Corporation | Truss fastener and truss assembly |
US6036422A (en) * | 1998-07-20 | 2000-03-14 | The Aerospace Corporation | Roller washer bearing and method |
US6282857B1 (en) * | 2000-03-09 | 2001-09-04 | Sarnafil, Inc. | Articulating plate assembly for retaining sheets of roofing material on a roof surface |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2007107788A1 (en) * | 2006-03-17 | 2007-09-27 | David Brindley Thurston | Improvements in and relating to frames |
GB2449832A (en) * | 2006-03-17 | 2008-12-03 | David Thurston | Improvements in and relating to frames |
GB2449832B (en) * | 2006-03-17 | 2011-04-06 | David Thurston | Improvements in and relating to frames |
US20100223877A1 (en) * | 2009-03-03 | 2010-09-09 | The Board Of Regents Of Oklahoma State University | Roof truss system for long span and wide spacing with one-sided assembly |
US8183447B1 (en) * | 2010-06-16 | 2012-05-22 | Chapman Emmett E | Dual-tensioned neck truss system for stringed musical instruments |
US20170058526A1 (en) * | 2015-08-26 | 2017-03-02 | Omg, Inc. | Structural Truss Module With Fastener Web and Manufacturing Method Therefor |
US11236507B2 (en) * | 2015-08-26 | 2022-02-01 | Omg, Inc. | Structural truss module with fastener web and manufacturing method therefor |
US11519174B2 (en) | 2015-08-26 | 2022-12-06 | Omg, Inc. | Building structure formed by truss modules and method of forming |
US11732476B2 (en) | 2015-08-26 | 2023-08-22 | Omg, Inc. | Structural truss module with fastener web and manufacturing method therefor |
JP2018075949A (en) * | 2016-11-09 | 2018-05-17 | 株式会社神戸車輌製作所 | Dolly |
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