US2708828A - Coupling for pile sections - Google Patents
Coupling for pile sections Download PDFInfo
- Publication number
- US2708828A US2708828A US337713A US33771353A US2708828A US 2708828 A US2708828 A US 2708828A US 337713 A US337713 A US 337713A US 33771353 A US33771353 A US 33771353A US 2708828 A US2708828 A US 2708828A
- Authority
- US
- United States
- Prior art keywords
- pile
- webs
- sections
- channels
- section
- 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.)
- Expired - Lifetime
Links
- 230000008878 coupling Effects 0.000 title description 7
- 238000010168 coupling process Methods 0.000 title description 7
- 238000005859 coupling reaction Methods 0.000 title description 7
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
-
- 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
-
- 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
- Y10T403/70—Interfitted members
- Y10T403/7045—Interdigitated ends
Definitions
- the present invention relates to means for connecting together end-to-end structural shapes such as H-beams used as bearing piles or sections thereof, and more particularly to an inside sleeve connection.
- An important object of the present invention is to provide means for connecting together adjacent ends of two upright aligned pile sections whereby the aforesaid difliculties will be avoided.
- Another object of the invention is to provide a connecting device or sleeve to be placed on the upper end of the lower of two pile sections and to receive the lower end of the upper section and hold said upper section in proper position with reference to said lower section.
- Fig. l is a perspective view illustrating a pile section driven into the ground, an upper pile section in alignment with the first mentioned pile section, and a connection between the adjacent ends thereof constituting one embodiment of the invention
- Fig. 2 is an exploded view of the connection illustrated in Fig. 1;
- Fig. 3 is a view illustrating the joint of Fig. 1 as seen along a line of sight perpendicular to the webs, the upper pile section being in raised position.
- Fig. 4 is a view similar to Fig. 3 but showing the lower end of the upper pile section resting on the upper end of the lower pile section;
- Fig. 5 is an edge elevation of the connector or sleeve illustrated in Fig. 2;
- Fig. 6 is a section taken along the line 6-6 of Fig. 4.
- Fig. 7 is a section taken along the line 7-7 of Fig. 4.
- H-beam 20 may be used alone as a bearing pile or may be a lower section of a pile having an upper section 23 end-to-end therewith and connected thereto by means including a coupling member or inside sleeve 24.
- Each of H-beam sections 20 and 23 comprises a central web 25 and flanges 26 and each sleeve 24 comprises two channels 27 arranged baclc-to-back and having base webs 28 and side flanges 29.
- Said channels 27 are of such dimensions that they can fit between flanges 26 of the H-beams at opposite edges of webs 25 of the H-beams with webs or bottoms 28 of said channels at opposite 2,708,828 Patented May 24, 1955 faces of webs 25 and side flanges 29 adjacent to the inner faces of flanges 26.
- the webs 28 of channels 27 are secured together centrally thereof by webs or connectors 30 preferably of rectangular cross section and adapted to fit into open slots 31 in the adjacent ends of H-beams 20 and 23 and hold sleeve 24 against movement longitudinally of said H-beams.
- Said connectors 30 extend through and to the outside of said webs 28 of the channels 27, thus reinforcing the connections with said channels 27.
- the upper end In driving the lower H-beam section 20 into the earth, the upper end may be considerably battered and distorted. In that event the upper end of this pile section would have to be squared as by burning off said upper end. Then as indicated in Fig. 3 the coupling or inside sleeve 24 would be placed on the upper end of pile section 20 with the channels on opposite sides of web 25 and with rectangular connector 30 fitting in the open-ended slot 31 and limiting movement of coupling or inside sleeve 24 longitudinally of the pile. Then the upper section or H-beam 23 is lowered from its Fig. 3 position until it takes the position indicated in Figs. 4, 6 and 7.
- H-beams differ to a considerable extent and it is therefore necessary to provide for variations in clearance between the sleeve 24 and the H-beams 20 and 23.
- steel wedges could be used between the webs of the H-beams 20 and 23 and the webs 28 of channels 27 and between flanges 26 of the H-beams and flanges 29 of the channels 27.
- the coupling member or inside sleeve 24 serves to provide a strong and effective connection between the adjacent ends of the H-beams 20 and 23.
- H-beam sections Although only two H-beam sections are shown, others may be added in order to drive to greater depths.
- An inside sleeve for connecting the abutting ends of upright superimposed H-beam pile sections comprising channels adapted to extend longitudinally of said pile sections back-to-back with their webs at opposite sides of said H-beam sections to prevent tilting of the upper pile section in one general vertical plane and their flanges at opposite sides of the webs of said channels positioned to engage opposite flanges of said pile sections to prevent tilting of said upper pile section in a second general vertical plane perpendicular to the first, and a member connecting the webs of said channels midway between the sides thereof and adapted to pass through an opening in the web of at least one of said pile sections at its abutting end.
- An inside sleeve for connecting two aligned H-beain pile sections comprising two channel members back to back, and a central member connecting said channels and having parallel laterial faces, said central member spacing said channels to adapt them to receive the webs of the H-bearn sections and the flanges of the channels being spaced to adapted them to fit between the flanges of the H-beam sections, and said central member being adapted to fit in an opening in the Web of at least one H-beam at its abutting edge.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Description
y 1955 F. L. PRUYN COUPLING FOR PILE SECTIONS Filed Feb. 19, 1955 INVEN TOR. FRANCIS L. PRuY Unite States Patent COUPLING FOR PILE SECTIONS Francis L. Pruyn, Sea Girt, N. J.
Application February 19, 1953, Serial No. 337,713
Claims. (Cl. 61-53) The present invention relates to means for connecting together end-to-end structural shapes such as H-beams used as bearing piles or sections thereof, and more particularly to an inside sleeve connection.
Heretofore it has been common practice in driving H-beam piles to a considerable depth, to drive a length of H-beam into the earth until the upper end of said length reaches a convenient location. Another bearing pile section was then positioned above and in end-to-end relation with respect to the lower bearing pile section and the adjacent ends welded together, thus enabling driving operations to continue. There was however considerable trouble in holding the upper pile section in proper position for and during the welding operation, and there was a corresponding loss of time which increased the expense.
An important object of the present invention is to provide means for connecting together adjacent ends of two upright aligned pile sections whereby the aforesaid difliculties will be avoided.
Another object of the invention is to provide a connecting device or sleeve to be placed on the upper end of the lower of two pile sections and to receive the lower end of the upper section and hold said upper section in proper position with reference to said lower section.
Other objects, features and advantages will appear upon consideration of the following detailed description and of the drawings in which:
Fig. l is a perspective view illustrating a pile section driven into the ground, an upper pile section in alignment with the first mentioned pile section, and a connection between the adjacent ends thereof constituting one embodiment of the invention;
Fig. 2 is an exploded view of the connection illustrated in Fig. 1;
Fig. 3 is a view illustrating the joint of Fig. 1 as seen along a line of sight perpendicular to the webs, the upper pile section being in raised position.
Fig. 4 is a view similar to Fig. 3 but showing the lower end of the upper pile section resting on the upper end of the lower pile section;
Fig. 5 is an edge elevation of the connector or sleeve illustrated in Fig. 2;
Fig. 6 is a section taken along the line 6-6 of Fig. 4; and
Fig. 7 is a section taken along the line 7-7 of Fig. 4.
Referring to Fig. 1, an H -beam has been driven into the earth 21 as indicated by arrow 22. H-beam 20 may be used alone as a bearing pile or may be a lower section of a pile having an upper section 23 end-to-end therewith and connected thereto by means including a coupling member or inside sleeve 24.
Each of H- beam sections 20 and 23 comprises a central web 25 and flanges 26 and each sleeve 24 comprises two channels 27 arranged baclc-to-back and having base webs 28 and side flanges 29. Said channels 27 are of such dimensions that they can fit between flanges 26 of the H-beams at opposite edges of webs 25 of the H-beams with webs or bottoms 28 of said channels at opposite 2,708,828 Patented May 24, 1955 faces of webs 25 and side flanges 29 adjacent to the inner faces of flanges 26. The webs 28 of channels 27 are secured together centrally thereof by webs or connectors 30 preferably of rectangular cross section and adapted to fit into open slots 31 in the adjacent ends of H- beams 20 and 23 and hold sleeve 24 against movement longitudinally of said H-beams. Said connectors 30 extend through and to the outside of said webs 28 of the channels 27, thus reinforcing the connections with said channels 27.
In driving the lower H-beam section 20 into the earth, the upper end may be considerably battered and distorted. In that event the upper end of this pile section would have to be squared as by burning off said upper end. Then as indicated in Fig. 3 the coupling or inside sleeve 24 would be placed on the upper end of pile section 20 with the channels on opposite sides of web 25 and with rectangular connector 30 fitting in the open-ended slot 31 and limiting movement of coupling or inside sleeve 24 longitudinally of the pile. Then the upper section or H-beam 23 is lowered from its Fig. 3 position until it takes the position indicated in Figs. 4, 6 and 7.
The dimensions of H-beams differ to a considerable extent and it is therefore necessary to provide for variations in clearance between the sleeve 24 and the H- beams 20 and 23. In order to avoid undesirable looseness, steel wedges could be used between the webs of the H- beams 20 and 23 and the webs 28 of channels 27 and between flanges 26 of the H-beams and flanges 29 of the channels 27.
In subsequent driving by blows on the upper end of the upper pile section 23, said wedges may be loosened and fall out. It would therefore be desirable to secure them in position as by spot Welding. In order to produce a strong connection the flanges 26 of the two H- beams 20 and 23 may be connected by welds 32 as indicated in Figs. 4 and 7.
It will be evident that the coupling member or inside sleeve 24 serves to provide a strong and effective connection between the adjacent ends of the H- beams 20 and 23.
Although only two H-beam sections are shown, others may be added in order to drive to greater depths.
It should be understood that various changes may be made and that certain features may be used without others without departing from the true scope and spirit of the invention.
What is claimed is:
1. An inside sleeve for connecting the abutting ends of upright superimposed H-beam pile sections, comprising channels adapted to extend longitudinally of said pile sections back-to-back with their webs at opposite sides of said H-beam sections to prevent tilting of the upper pile section in one general vertical plane and their flanges at opposite sides of the webs of said channels positioned to engage opposite flanges of said pile sections to prevent tilting of said upper pile section in a second general vertical plane perpendicular to the first, and a member connecting the webs of said channels midway between the sides thereof and adapted to pass through an opening in the web of at least one of said pile sections at its abutting end.
2. An inside sleeve for connecting the abutting ends of upright superimposed H-bearn pile sections according to claim 1 wherein said connecting member between the webs of said channels is adapted to pass through aligned openings in the abutting ends of the webs of said H-beam pile sections.
3. An inside sleeve for connecting two aligned H-beain pile sections comprising two channel members back to back, and a central member connecting said channels and having parallel laterial faces, said central member spacing said channels to adapt them to receive the webs of the H-bearn sections and the flanges of the channels being spaced to adapted them to fit between the flanges of the H-beam sections, and said central member being adapted to fit in an opening in the Web of at least one H-beam at its abutting edge.
4. The combination of two aligned H-beam pile sections with abutting ends having aligned slots in their webs, with an inside sleeve comprising two channels back to back and spaced to receive the webs of said H-bearn sections therebetween, a connecting member between said channels spacing them to provide for entry of said webs of the H-beam pile sections, said connecting member fitting in the slots of the webs of said H-beams and the i widths of said channels being such that the flanges at their sides fit between the flanges of the H-beam pile sections.
5. The combination according to claim 4 in combination with means including welds connecting the flanges of said H-beam sections.
References Cited in the file of this patent UNITED STATES PATENTS 1,321,213 Johnson Nov. 11, 1919 2,141,107 Greulich Dec. 20, 1938 2,296,336 Crozier Sept. 22, 1942
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US337713A US2708828A (en) | 1953-02-19 | 1953-02-19 | Coupling for pile sections |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US337713A US2708828A (en) | 1953-02-19 | 1953-02-19 | Coupling for pile sections |
Publications (1)
Publication Number | Publication Date |
---|---|
US2708828A true US2708828A (en) | 1955-05-24 |
Family
ID=23321697
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US337713A Expired - Lifetime US2708828A (en) | 1953-02-19 | 1953-02-19 | Coupling for pile sections |
Country Status (1)
Country | Link |
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US (1) | US2708828A (en) |
Cited By (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2829743A (en) * | 1953-03-26 | 1958-04-08 | Reynolds Metals Co | Splice for structural beams and the like |
US2978874A (en) * | 1959-04-06 | 1961-04-11 | Dougherty J J | Splicer clip unit for h-beam bearing piles |
US3119635A (en) * | 1962-01-23 | 1964-01-28 | Albert Pipe Supply Co Inc | H-beam pile connectors |
US3123978A (en) * | 1964-03-10 | H-beam pile cutter and combination with h-beam pile | ||
US3248839A (en) * | 1961-11-17 | 1966-05-03 | Reynolds Metals Co | Ceiling construction or the like |
US3448955A (en) * | 1965-12-16 | 1969-06-10 | Guest Keen & Nettlefolds Ltd | Splice joint for cable trays |
US3480312A (en) * | 1967-09-18 | 1969-11-25 | John G Merideth | Structural assembly of plaque components |
US3628300A (en) * | 1969-06-28 | 1971-12-21 | Hitachi Shipbuilding Eng Co | Joint between h-shaped members and method for producing the joint |
FR2092094A1 (en) * | 1970-04-25 | 1972-01-21 | Hitachi Shipbuilding Eng Co | |
US3732654A (en) * | 1970-07-31 | 1973-05-15 | Hitachi Shipbuilding Eng Co | Cylindrical structure |
US3916578A (en) * | 1971-05-24 | 1975-11-04 | Iradj Forootan | Earthquake-proof building structure |
US4003207A (en) * | 1974-12-19 | 1977-01-18 | Ludwig Muller | Method of and device for anchoring a reinforcement beam to a sheet piling |
US4344716A (en) * | 1980-12-08 | 1982-08-17 | Fmc Corporation | Beam joining apparatus |
DE19706009A1 (en) * | 1997-02-10 | 1998-08-13 | Kahneisen Ges Mbh Deutsche | Coupling pieces for anchor rails in building |
DE19706010A1 (en) * | 1997-02-10 | 1998-08-13 | Kahneisen Ges Mbh Deutsche | End anchor for anchor rails used in construction |
US6684577B2 (en) | 2000-11-22 | 2004-02-03 | Mark Dimitrijevic | Support system for lifting and leveling existing buildings that utilizes non-cylindrical support sections and a vertically-adjustable cap that enables the building to be easily raised or lowered to a desired height |
US6705053B2 (en) | 2000-11-22 | 2004-03-16 | Mark Dimitrijevic | Method and apparatus for utilizing non-cylindrical support sections to lift and level existing buildings from a location underneath the buildings |
US6763636B2 (en) * | 2001-03-06 | 2004-07-20 | Mark Dimitrijevic | Method and apparatus for stabilizing a support system utilized for lifting and leveling existing buildings |
US20040154236A1 (en) * | 2003-02-05 | 2004-08-12 | Kinzer Dwight Eric | Modular load-bearing structural column |
US20060120810A1 (en) * | 2006-02-14 | 2006-06-08 | Cinquino John V | Adjustable Pile Splicing Apparatus, System, Method,and Product-by-Process |
US20060290249A1 (en) * | 2005-06-28 | 2006-12-28 | Chang Jui Y | Reinforced container construction |
US9845584B1 (en) * | 2016-08-21 | 2017-12-19 | Richard Christian Goldammer | Barrier panel connecting clip and method |
US9863114B2 (en) | 2015-05-11 | 2018-01-09 | Pier Tech Systems, Llc | Interlocking, self-aligning and torque transmitting coupler assembly, systems and methods for connecting, installing, and supporting foundation elements |
US10626572B2 (en) | 2016-08-21 | 2020-04-21 | Richard Christian Goldammer | Barrier panel connecting clip and method |
US10844569B2 (en) | 2015-05-11 | 2020-11-24 | Pier Tech Systems, Llc | Modular foundation support systems and methods including shafts with interlocking, self-aligning and torque transmitting couplings |
USD954301S1 (en) | 2020-01-20 | 2022-06-07 | Thomas G. Hendry | Structural beam for a screen enclosure |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1321213A (en) * | 1919-11-11 | Floor structure | ||
US2141107A (en) * | 1937-12-29 | 1938-12-20 | Gerald G Greulich | Splice for steel bearing piles |
US2296336A (en) * | 1939-07-18 | 1942-09-22 | Rhea G Crozier | Splice for structural shapes |
-
1953
- 1953-02-19 US US337713A patent/US2708828A/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1321213A (en) * | 1919-11-11 | Floor structure | ||
US2141107A (en) * | 1937-12-29 | 1938-12-20 | Gerald G Greulich | Splice for steel bearing piles |
US2296336A (en) * | 1939-07-18 | 1942-09-22 | Rhea G Crozier | Splice for structural shapes |
Cited By (30)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3123978A (en) * | 1964-03-10 | H-beam pile cutter and combination with h-beam pile | ||
US2829743A (en) * | 1953-03-26 | 1958-04-08 | Reynolds Metals Co | Splice for structural beams and the like |
US2978874A (en) * | 1959-04-06 | 1961-04-11 | Dougherty J J | Splicer clip unit for h-beam bearing piles |
US3248839A (en) * | 1961-11-17 | 1966-05-03 | Reynolds Metals Co | Ceiling construction or the like |
US3119635A (en) * | 1962-01-23 | 1964-01-28 | Albert Pipe Supply Co Inc | H-beam pile connectors |
US3448955A (en) * | 1965-12-16 | 1969-06-10 | Guest Keen & Nettlefolds Ltd | Splice joint for cable trays |
US3480312A (en) * | 1967-09-18 | 1969-11-25 | John G Merideth | Structural assembly of plaque components |
US3628300A (en) * | 1969-06-28 | 1971-12-21 | Hitachi Shipbuilding Eng Co | Joint between h-shaped members and method for producing the joint |
FR2092094A1 (en) * | 1970-04-25 | 1972-01-21 | Hitachi Shipbuilding Eng Co | |
US3732654A (en) * | 1970-07-31 | 1973-05-15 | Hitachi Shipbuilding Eng Co | Cylindrical structure |
US3916578A (en) * | 1971-05-24 | 1975-11-04 | Iradj Forootan | Earthquake-proof building structure |
US4003207A (en) * | 1974-12-19 | 1977-01-18 | Ludwig Muller | Method of and device for anchoring a reinforcement beam to a sheet piling |
US4344716A (en) * | 1980-12-08 | 1982-08-17 | Fmc Corporation | Beam joining apparatus |
DE19706010A1 (en) * | 1997-02-10 | 1998-08-13 | Kahneisen Ges Mbh Deutsche | End anchor for anchor rails used in construction |
DE19706009A1 (en) * | 1997-02-10 | 1998-08-13 | Kahneisen Ges Mbh Deutsche | Coupling pieces for anchor rails in building |
DE19706010C2 (en) * | 1997-02-10 | 2001-03-08 | Kahneisen Gmbh Deutsche | Anchor channels for construction technology |
US6684577B2 (en) | 2000-11-22 | 2004-02-03 | Mark Dimitrijevic | Support system for lifting and leveling existing buildings that utilizes non-cylindrical support sections and a vertically-adjustable cap that enables the building to be easily raised or lowered to a desired height |
US6705053B2 (en) | 2000-11-22 | 2004-03-16 | Mark Dimitrijevic | Method and apparatus for utilizing non-cylindrical support sections to lift and level existing buildings from a location underneath the buildings |
US6763636B2 (en) * | 2001-03-06 | 2004-07-20 | Mark Dimitrijevic | Method and apparatus for stabilizing a support system utilized for lifting and leveling existing buildings |
US7392624B2 (en) * | 2003-02-05 | 2008-07-01 | Dwight Eric Kinzer | Modular load-bearing structural column |
US20040154236A1 (en) * | 2003-02-05 | 2004-08-12 | Kinzer Dwight Eric | Modular load-bearing structural column |
US20060290249A1 (en) * | 2005-06-28 | 2006-12-28 | Chang Jui Y | Reinforced container construction |
US20060120810A1 (en) * | 2006-02-14 | 2006-06-08 | Cinquino John V | Adjustable Pile Splicing Apparatus, System, Method,and Product-by-Process |
US9863114B2 (en) | 2015-05-11 | 2018-01-09 | Pier Tech Systems, Llc | Interlocking, self-aligning and torque transmitting coupler assembly, systems and methods for connecting, installing, and supporting foundation elements |
US10294623B2 (en) | 2015-05-11 | 2019-05-21 | Pier Tech Systems, Llc | Interlocking, self-aligning and torque transmitting coupler assembly, systems and methods for connecting, installing, and supporting foundation elements |
US10844569B2 (en) | 2015-05-11 | 2020-11-24 | Pier Tech Systems, Llc | Modular foundation support systems and methods including shafts with interlocking, self-aligning and torque transmitting couplings |
US11525232B2 (en) | 2015-05-11 | 2022-12-13 | Pier Tech Systems, Llc | Modular foundation support systems and methods including shafts with interlocking torque transmitting couplings |
US9845584B1 (en) * | 2016-08-21 | 2017-12-19 | Richard Christian Goldammer | Barrier panel connecting clip and method |
US10626572B2 (en) | 2016-08-21 | 2020-04-21 | Richard Christian Goldammer | Barrier panel connecting clip and method |
USD954301S1 (en) | 2020-01-20 | 2022-06-07 | Thomas G. Hendry | Structural beam for a screen enclosure |
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