US20150267735A1 - Joining elements for channelled structural members - Google Patents
Joining elements for channelled structural members Download PDFInfo
- 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
- Authority
- 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
Links
- 238000005304 joining Methods 0.000 title claims abstract description 22
- 239000002184 metal Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010891 electric arc Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B37/00—Nuts or like thread-engaging members
- F16B37/04—Devices for fastening nuts to surfaces, e.g. sheets, plates
- F16B37/045—Devices for fastening nuts to surfaces, e.g. sheets, plates specially adapted for fastening in channels, e.g. sliding bolts, channel nuts
-
- 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
- F16B7/04—Clamping or clipping connections
- F16B7/044—Clamping or clipping connections for rods or tubes being in angled relationship
- F16B7/0446—Clamping or clipping connections for rods or tubes being in angled relationship for tubes using the innerside thereof
-
- 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
- F16B7/18—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
- F16B7/185—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements with a node element
-
- 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
- Y10T403/55—Member ends joined by inserted section
- Y10T403/559—Fluted 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.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Connection Of Plates (AREA)
Abstract
Description
- 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.
- Not Applicable.
- Not Applicable.
- Not Applicable.
- Not Applicable.
- 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.
- 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.
-
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. - 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
- 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 acruciform protrusion 100 as a corner fitting with three cruciform protrusions formed with acentral 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 channelledstructural member 200 to be rotated in four 90° increments around the longitudinal axis of the protrusion. Tappedscrew 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 200 and 210, Channelledstructural members 200 and 210 are comprise of a square sheet metal substantially U-section and astructural members strut base 160 with 170 and 180. A connecting base web is provided at the open side of the channel with inwardly extending flanges and downwardly turned portions formingside webs 240 and 250, the longitudinal ribs havelongitudinal ribs 220 and 230 that engage with the landing surfaces and define thefree edges open slot 120 in the channelled structural member. Channelledstructural 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. Channelledstructural member 200 is fastened together with the corner fitting by agrub 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.
- Not Applicable.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US14/222,563 US9121433B1 (en) | 2013-04-14 | 2014-03-21 | Joining elements for channelled structural members |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201361811742P | 2013-04-14 | 2013-04-14 | |
| US14/222,563 US9121433B1 (en) | 2013-04-14 | 2014-03-21 | Joining elements for channelled structural members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| US9121433B1 US9121433B1 (en) | 2015-09-01 |
| US20150267735A1 true US20150267735A1 (en) | 2015-09-24 |
Family
ID=53938808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US14/222,563 Expired - Fee Related US9121433B1 (en) | 2013-04-14 | 2014-03-21 | Joining elements for channelled structural members |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US9121433B1 (en) |
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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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| CN105283609B (en) * | 2013-02-22 | 2018-06-12 | 维克托布洛克公司 | Modular building unit and method of constructing and transporting modular building unit |
| PL3137695T3 (en) | 2014-04-30 | 2021-06-14 | Z-Modular Holding, Inc | Structural modular building connector |
| DE102015101725A1 (en) * | 2015-02-06 | 2016-08-11 | Heinrich Ebbinghaus | Device and method for fixing furniture parts |
| US10299592B2 (en) * | 2015-03-15 | 2019-05-28 | Brian M. Goerges | Channel tube and tube nut framing apparatus |
| AU2016247454A1 (en) | 2015-04-15 | 2017-11-09 | Z-Modular Holding, Inc. | Connector for modular building structure |
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| MX2018001821A (en) * | 2015-08-14 | 2018-06-11 | Vectorbloc Corp | CONNECTOR FOR A MODULAR BUILDING. |
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| US11990862B2 (en) | 2021-02-18 | 2024-05-21 | Pegasus Solar Inc. | Rail accessory mount |
| WO2023049654A1 (en) * | 2021-09-21 | 2023-03-30 | Blokable, Llc | Hollow structural section connector and methods of use of same |
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| 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 |
-
2014
- 2014-03-21 US US14/222,563 patent/US9121433B1/en not_active Expired - Fee Related
Patent Citations (15)
| 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)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| US9121433B1 (en) | 2015-09-01 |
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