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US20150267735A1 - Joining elements for channelled structural members - Google Patents

Joining elements for channelled structural members Download PDF

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Publication number
US20150267735A1
US20150267735A1 US14/222,563 US201414222563A US2015267735A1 US 20150267735 A1 US20150267735 A1 US 20150267735A1 US 201414222563 A US201414222563 A US 201414222563A US 2015267735 A1 US2015267735 A1 US 2015267735A1
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US
United States
Prior art keywords
channelled
structural members
protrusion
longitudinal ribs
landing surfaces
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.)
Granted
Application number
US14/222,563
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US9121433B1 (en
Inventor
Hilton Raymond Bacon
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Individual
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Individual
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Application granted granted Critical
Publication of US9121433B1 publication Critical patent/US9121433B1/en
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Expired - Fee Related legal-status Critical Current
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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B37/00Nuts or like thread-engaging members
    • F16B37/04Devices for fastening nuts to surfaces, e.g. sheets, plates
    • F16B37/045Devices for fastening nuts to surfaces, e.g. sheets, plates specially adapted for fastening in channels, e.g. sliding bolts, channel nuts
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/04Clamping or clipping connections
    • F16B7/044Clamping or clipping connections for rods or tubes being in angled relationship
    • F16B7/0446Clamping or clipping connections for rods or tubes being in angled relationship for tubes using the innerside thereof
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/18Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
    • F16B7/185Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements with a node element
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/55Member ends joined by inserted section
    • Y10T403/559Fluted or splined section

Definitions

  • the invention relates generally to connectors and more in particularly to innovative connections that have unique cruciform protrusions with sets of landing surfaces for joining the ends of channelled structural members.
  • Channelled structural members invented by Attwood in 1940 have become one of the most popular channelled structural members in the construction industry. It is used for scaffolding, space frames, stage construction, platforms, and kiosks and is available in every country of the World.
  • Channelled structural members comprise of a square sheet metal member of a substantially U-section and has side webs.
  • a connecting base web is provided at the open side of the channel with inwardly extending flanges and downwardly turned portions forming longitudinal ribs.
  • the longitudinal ribs have free edges that engage with the landing surfaces of the invention and define the open slot in the channelled structural member.
  • a further disadvantage with prior art flat steel plates for joining channelled structural members is that they all are made with 14 mm diameter bolt holes; a case of one size fits all. This bolt clearance is excessive for smaller diameter bolts and may fail to provide a sufficiently rigid connection. Additional work is required for squaring joints and aligning channelled structural members.
  • Another prior art method of joining channelled structural members is by electric arc welding.
  • the main embodiment of the invention allows the joining of the end of a channelled structural member with innovative cruciform protrusions that have sets of landing surfaces positioned inside the arms of the crucifix protrusion.
  • the landing surfaces of the cruciform protrusion allows each channelled structural member to be independently rotated in four 90 degree increments, This unique feature allows the orientation of the open slots to be positioned as desired.
  • the geometry of the cruciform protrusion together with a snug fit into the end of the channelled members allows member to be readily attached with each join having an inherent stability once assembled.
  • the self-aligning nature of the cruciform protrusions and the edges of the longitudinal ribs with the landing surfaces of the invention make assembly quick and eliminates time ordinarily taken in squaring joints and aligning structural members.
  • FIGS. 1-11 (canceled)
  • FIGS. 12 and 13 new Sheets
  • FIG. 12 is a view of the invention in the form of a corner fitting.
  • FIG. 13 is a perspective view of a corner fitting with sections of channelled structural members and fixing screw.
  • FIG. 12 Shows a cruciform protrusion 100 as a corner fitting with three cruciform protrusions formed with a central body 110 each cruciform protrusion has four sets of landing surfaces arrayed around the longitudinal axis of each protrusion.
  • Sets of landing surfaces 10 and 20 , 30 and 40 , 50 and 60 with 70 and 80 allows a channelled structural member 200 to be rotated in four 90° increments around the longitudinal axis of the protrusion.
  • Tapped screw thread 90 allows screws to be used to lock the invention and the channelled structural member together by urging the free edges of the longitudinal ribs of the channelled structural member into a rigid fixed relationship with the landing surfaces of the protrusion.
  • FIG. 13 Shows a corner fitting with channelled structural members 200 and 210 ,
  • Channelled structural members 200 and 210 are comprise of a square sheet metal substantially U-section and a strut base 160 with side webs 170 and 180 .
  • a connecting base web is provided at the open side of the channel with inwardly extending flanges and downwardly turned portions forming longitudinal ribs 240 and 250 , the longitudinal ribs have free edges 220 and 230 that engage with the landing surfaces and define the open slot 120 in the channelled structural member.
  • Channelled structural member 210 is partly withdrawn from the protrusion to show engagement of the free edges of its longitudinal ribs with the landing surfaces of the cruciform protrusion.
  • Channelled structural member 200 is fastened together with the corner fitting by a grub screw 270 , Tightening the grub screw urges the edges of the longitudinal ribs of the channelled structural members into a rigid fixed relationship with the landing surfaces of the protrusion.
  • the point of the grub screw bites into the strut base and the pull-out strength of the join is increased by this cutting action of the point.
  • a joining element comprises of a central body with integral cruciform shaped protrusions with landing surfaces positioned inside the arms of the crucifix protrusion that engages the free edges of the longitudinal ribs of the channelled structural members, described in U.S. Pat. No. 2,345,650 to Attwood.
  • This is the first new method of joining channelled structural members together to form unified structures since Attwood invented the channelled structural member on Oct. 12, 1940.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)

Abstract

A joining element for square U-Shaped channelled structural members that have formed longitudinal ribs and an open slot. The joining element comprises a central body having one or more cruciform shaped protrusions. Each protrusion has a plurality of landing surfaces that engage with the channelled structural member so that when a protrusion is inserted into the end of the channelled structural member the landing surfaces of the protrusions positioned inside the arms of the crucifix protrusion, engage the free edges of the longitudinal ribs making a snug fit. The plurality of landing surfaces allows the channelled structural members to be independently rotated so that the open slot formed by the longitudinal ribs is oriented in the desired direction.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • This disclosure incorporates and has the priority of the U.S. Provisional Patent Application Ser. No. 61/811,742, filed Apr. 14, 2013 entitled, A JOINING ELEMENT FOR CHANNELLED STRUCTURAL MEMBERS.
  • STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT
  • Not Applicable.
  • THE NAMES OF THE PARTIES TO A RESEARCH AGREEMENT
  • Not Applicable.
  • INCORPORATION-BY-REFERENCE OF MATERIAL SUBMITTED ON A COMPACT DISK OR AS A TEXT FILE VIA THE OFFICE ELECTRONIC FILING SYSTEM (EFS-WEB)
  • Not Applicable.
  • STATEMENT REGARDING PRIOR DISCLOSURES BY THE INVENTOR OR A JOINT INVENTOR
  • Not Applicable.
  • BACKGROUND OF THE INVENTION
  • 1. Field of the Invention
  • The invention relates generally to connectors and more in particularly to innovative connections that have unique cruciform protrusions with sets of landing surfaces for joining the ends of channelled structural members.
  • Channelled structural members invented by Attwood in 1940 have become one of the most popular channelled structural members in the construction industry. It is used for scaffolding, space frames, stage construction, platforms, and kiosks and is available in every country of the World.
  • Channelled structural members comprise of a square sheet metal member of a substantially U-section and has side webs. A connecting base web is provided at the open side of the channel with inwardly extending flanges and downwardly turned portions forming longitudinal ribs. The longitudinal ribs have free edges that engage with the landing surfaces of the invention and define the open slot in the channelled structural member.
  • The prior art method of joining channelled structural members together is with steel plates, spring nuts and bolts; described in U.S. Pat. No. 2,345,650 to Attwood. (Oct. 12, 1940). The prior art method for joining channelled structural members with bolts and steel plates is visible and crude in appearance. It is this lack of sophistication in appearance of such prior art joining methods that has restricted the use of channelled structural members to industrial and construction sites, where appearances are of no concern.
  • 2. Description of Related Art
  • The prior art method of joining channelled structural members is with exposed flat steel plates and bolts, This method of joining fittings can catch clothing or other objects that may come into contact with the raw edges of the flat plates.
  • Another weakness in prior art joining methods is with using flat plates and spring nuts to support heavy loads. There is a danger of the flat plates sliding off the channelled structural member, particularly if the load is relatively heavy or subjected to vibration. Supplemental fastening is required to ensure heavy vertical loads are adequately and safely secured in position.
  • A further disadvantage with prior art flat steel plates for joining channelled structural members is that they all are made with 14 mm diameter bolt holes; a case of one size fits all. This bolt clearance is excessive for smaller diameter bolts and may fail to provide a sufficiently rigid connection. Additional work is required for squaring joints and aligning channelled structural members.
  • Another disadvantage of the prior art joining designs is by the use of flat plates which creates crevices and gaps around the joining assembly. Where the prior art flat plates contact the rounded bends of the channelled structural member, gaps are formed that can harbour dirt and bacteria. The difficulty is to keep the joining area clean, especially in food processing, medical and pharmaceutical production plants. The prior art joining design restrict the use of channelled structural members in such clean environment.
  • Another prior art method of joining channelled structural members is by electric arc welding.
  • BRIEF SUMMARY OF THE INVENTION
  • Accordingly, it is an object of the invention to join channelled structural members with longitudinal ribs to each other with fittings which give the join an improved aesthetic appearance and allows channelled structural members to be used for the assembly of display showcases, commercial framework and other unified structures, where the finished appearance is important and pleasing to the eye.
  • The main embodiment of the invention allows the joining of the end of a channelled structural member with innovative cruciform protrusions that have sets of landing surfaces positioned inside the arms of the crucifix protrusion. The landing surfaces of the cruciform protrusion allows each channelled structural member to be independently rotated in four 90 degree increments, This unique feature allows the orientation of the open slots to be positioned as desired.
  • The geometry of the cruciform protrusion together with a snug fit into the end of the channelled members allows member to be readily attached with each join having an inherent stability once assembled. The self-aligning nature of the cruciform protrusions and the edges of the longitudinal ribs with the landing surfaces of the invention make assembly quick and eliminates time ordinarily taken in squaring joints and aligning structural members.
  • BRIEF DESCRIPTION OF SEVERAL VIEWS OF THE DRAWINGS
  • FIGS. 1-11 (canceled)
  • FIGS. 12 and 13 (new Sheets)
  • FIG. 12 is a view of the invention in the form of a corner fitting.
  • FIG. 13 is a perspective view of a corner fitting with sections of channelled structural members and fixing screw.
  • GLOSSARY OF DRAWING REFERENCES
  • 10 left hand top landing surface of cruciform protrusion
  • 20 right hand top landing surface of cruciform protrusion
  • 30 left upper side landing surface of cruciform protrusion
  • 40 left lower side landing surface of cruciform protrusion
  • 50 left bottom landing surface of cruciform protrusion
  • 60 right bottom landing surface of cruciform protrusion
  • 70 right upper side landing surface of cruciform protrusion
  • 80 right lower side landing surface of cruciform protrusion
  • 90 tapped screw threads
  • 100 cruciform protrusion with sets of landing surfaces.
  • 110 central body
  • 120 open slot
  • 130 top flange surface
  • 140 top flange surface
  • 160 strut base
  • 170 side web
  • 180 side web
  • 200 channelled structural member
  • 210 channelled structural member, partly withdrawn
  • 220 free edge of longitudinal ribs
  • 230 free edge of longitudinal ribs
  • 240 longitudinal rib of channelled structural member
  • 250 longitudinal rib of channelled structural member
  • 270 grub screw
  • DETAILED DESCRIPTION OF THE INVENTION
  • The nature of the present invention will be readily understood by referring to an exemplary form of the invention as a corner fitting.
  • FIG. 12. Shows a cruciform protrusion 100 as a corner fitting with three cruciform protrusions formed with a central body 110 each cruciform protrusion has four sets of landing surfaces arrayed around the longitudinal axis of each protrusion. Sets of landing surfaces 10 and 20, 30 and 40, 50 and 60 with 70 and 80, allows a channelled structural member 200 to be rotated in four 90° increments around the longitudinal axis of the protrusion. Tapped screw thread 90 allows screws to be used to lock the invention and the channelled structural member together by urging the free edges of the longitudinal ribs of the channelled structural member into a rigid fixed relationship with the landing surfaces of the protrusion.
  • FIG. 13. Shows a corner fitting with channelled structural members 200 and 210, Channelled structural members 200 and 210 are comprise of a square sheet metal substantially U-section and a strut base 160 with side webs 170 and 180. A connecting base web is provided at the open side of the channel with inwardly extending flanges and downwardly turned portions forming longitudinal ribs 240 and 250, the longitudinal ribs have free edges 220 and 230 that engage with the landing surfaces and define the open slot 120 in the channelled structural member. Channelled structural member 210 is partly withdrawn from the protrusion to show engagement of the free edges of its longitudinal ribs with the landing surfaces of the cruciform protrusion. Channelled structural member 200 is fastened together with the corner fitting by a grub screw 270, Tightening the grub screw urges the edges of the longitudinal ribs of the channelled structural members into a rigid fixed relationship with the landing surfaces of the protrusion. The point of the grub screw bites into the strut base and the pull-out strength of the join is increased by this cutting action of the point.
  • The main embodiment of the invention has been shown and described that a joining element comprises of a central body with integral cruciform shaped protrusions with landing surfaces positioned inside the arms of the crucifix protrusion that engages the free edges of the longitudinal ribs of the channelled structural members, described in U.S. Pat. No. 2,345,650 to Attwood. This is the first new method of joining channelled structural members together to form unified structures since Attwood invented the channelled structural member on Oct. 12, 1940.
  • It will be obvious to those skilled in the art that various changes and modifications may be made therein without departing from the scope of the invention as defined by the appended claims.
  • SEQUENCE LISTING
  • Not Applicable.

Claims (3)

What is claimed is:
1-8. (canceled)
9. A joining element for connecting channelled structural members that are square sheet metal U-channels with a connecting base web and side webs the open side of the U-channels have inwardly extended flanges and downwardly turned portions forming longitudinal ribs with free edges comprising;
A central body with one or more cruciform shaped protrusions with sets of landing surfaces positioned inside the arms of the crucifix protrusion that fits into the end of channelled structural members that has a square sheet metal U-channel with a connecting base web and side webs with inwardly extended flanges and downwardly turned portions forming longitudinal ribs with free edges that engage the landing surfaces of the cruciform protrusion to make a self-aligning connection.
10. A joining element of claim 9 wherein sets of landing surfaces allow channelled structural members that are square sheet metal U-channels with a connecting base web and side webs with inwardly extended flanges and downwardly turned portions forming longitudinal ribs with free edges, can be rotated independently around the longitudinal axis of the connection so that the open slot of the channelled structural member is orientated as desired.
US14/222,563 2013-04-14 2014-03-21 Joining elements for channelled structural members Expired - Fee Related US9121433B1 (en)

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US14/222,563 US9121433B1 (en) 2013-04-14 2014-03-21 Joining elements for channelled structural members

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US10260227B2 (en) * 2015-06-09 2019-04-16 Rock West Composites, Inc. Tubular framing system and method
WO2019213472A1 (en) * 2018-05-03 2019-11-07 Sur-Loc Holdings, LLC Scaffolding components, system and method
GB2616910A (en) * 2022-03-25 2023-09-27 Ocado Innovation Ltd Inventory handling station assembly

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US10299592B2 (en) * 2015-03-15 2019-05-28 Brian M. Goerges Channel tube and tube nut framing apparatus
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US2345650A (en) * 1940-10-12 1944-04-04 Charles W Attwood Skeletonized structure
US3357727A (en) * 1965-11-19 1967-12-12 Gen Electric Joint assembly for framework structures
US3532369A (en) * 1968-09-24 1970-10-06 Beautiline Ltd Corner construction and method of connecting rectangular frame members together
US3666298A (en) * 1971-01-20 1972-05-30 Beautiline Ltd Connector for joining tubular members
US3858989A (en) * 1973-09-10 1975-01-07 Frank P Field Joint for connecting members
US3977800A (en) * 1974-02-19 1976-08-31 Cassel Joe R Connector
US4111577A (en) * 1977-04-18 1978-09-05 Nihon Space Union Co., Ltd. Tube joint
US4770560A (en) * 1987-05-29 1988-09-13 Ott Donald E Self-tapping connector
US4954007A (en) * 1989-05-08 1990-09-04 Pinney Richard C Framework for cabinet structure
US5066161A (en) * 1989-05-08 1991-11-19 Pinney Richard C Framework for cabinet structure
US5605410A (en) * 1994-12-23 1997-02-25 Pantev; George Connecting mechanism for tubular frame members
US5904437A (en) * 1997-07-10 1999-05-18 Allen; Stuart Vernon Connector for square or rectangular structural tubing
US6062761A (en) * 1998-05-01 2000-05-16 Allen; Stuart Vernon Connector for square or rectangular structural tubing
US6874971B2 (en) * 2003-07-08 2005-04-05 Freeman Capital Company Connector for tube and connected tubular structure
US20080229699A1 (en) * 2007-03-21 2008-09-25 Unistrut International Corporation Fittings for metal framing

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2345650A (en) * 1940-10-12 1944-04-04 Charles W Attwood Skeletonized structure
US3357727A (en) * 1965-11-19 1967-12-12 Gen Electric Joint assembly for framework structures
US3532369A (en) * 1968-09-24 1970-10-06 Beautiline Ltd Corner construction and method of connecting rectangular frame members together
US3666298A (en) * 1971-01-20 1972-05-30 Beautiline Ltd Connector for joining tubular members
US3858989A (en) * 1973-09-10 1975-01-07 Frank P Field Joint for connecting members
US3977800A (en) * 1974-02-19 1976-08-31 Cassel Joe R Connector
US4111577A (en) * 1977-04-18 1978-09-05 Nihon Space Union Co., Ltd. Tube joint
US4770560A (en) * 1987-05-29 1988-09-13 Ott Donald E Self-tapping connector
US4954007A (en) * 1989-05-08 1990-09-04 Pinney Richard C Framework for cabinet structure
US5066161A (en) * 1989-05-08 1991-11-19 Pinney Richard C Framework for cabinet structure
US5605410A (en) * 1994-12-23 1997-02-25 Pantev; George Connecting mechanism for tubular frame members
US5904437A (en) * 1997-07-10 1999-05-18 Allen; Stuart Vernon Connector for square or rectangular structural tubing
US6062761A (en) * 1998-05-01 2000-05-16 Allen; Stuart Vernon Connector for square or rectangular structural tubing
US6874971B2 (en) * 2003-07-08 2005-04-05 Freeman Capital Company Connector for tube and connected tubular structure
US20080229699A1 (en) * 2007-03-21 2008-09-25 Unistrut International Corporation Fittings for metal framing

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10260227B2 (en) * 2015-06-09 2019-04-16 Rock West Composites, Inc. Tubular framing system and method
WO2019213472A1 (en) * 2018-05-03 2019-11-07 Sur-Loc Holdings, LLC Scaffolding components, system and method
US11286678B2 (en) * 2018-05-03 2022-03-29 Sur-Loe Holdings, LLC Scaffolding components, system and method
GB2616910A (en) * 2022-03-25 2023-09-27 Ocado Innovation Ltd Inventory handling station assembly
GB2616910B (en) * 2022-03-25 2024-04-17 Ocado Innovation Ltd Inventory handling station assembly

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