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US4433524A Expired / Lapsed US ⏱️ 0.0 years remaining

Method and apparatus for slip-connector structural joint

Assignee: SHUR-WAY Inc 612 BELMONT AVENUE RACINE WI A CORP OF WI
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Filing: 1981-06-19
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Granted: 1984-02-28
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Expires: 2001-06-19
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Abstract

Abstract Method and apparatus for slip-connector structural joint which joins a horizontal beam and a vertical stud of a structure, such as a commercial building. A plate spans the beam and stud and is attached to the beam and has an opening therein which snugly receives an edge of the stud which is generally channel-shaped, and the connection with the stud permits a vertical slip joint. Thus, the stud is retained against lateral movement while vertical movement is available to present the desired slip joint.

Inventors

  • 👤 John S. Matson

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-30 14:48
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/343; E04B1/34384; E04B1/38; E04B1/58; E04B1/5806; Y; Y10; Y10T; Y10T403/00; Y10T403/71; Y10T403/7117

Claims Analysis

Total Claims: 7
Claim 1
Independent Claim 117 words
A slip-connector for a structural joint between a steel beam and a C-shaped steel stud having a channel-shaped side portion, comprising a first steel plate having an opening in the edge thereof receiving the stud side portion to restrict lateral movement of the stud while allowing longitudinal movement of the stud, said first plate having a portion projecting from the stud and onto the beam and with the projecting portion connected to the beam, a second steel plate having an opening in the edge thereof receiving the stud side portion and being offset with said first plate opening for further restricting lateral movement of the stud and with said second plate being connected to said first plate.
Claim 2
Dependent Claim 117 words
A slip-connector for a structural joint between a steel beam and a C-shaped steel stud having a channel-shaped side portion, comprising a first steel plate having an opening in the edge thereof receiving the stud side portion to restrict lateral movement of the stud while allowing longitudinal movement of the stud, said first plate having a portion projecting from the stud and onto the beam and with the projecting portion connected to the beam, a second steel plate having an opening in the edge thereof receiving the stud side portion and being offset with said first plate opening for further restricting lateral movement of the stud and with said second plate being connected to said first plate.
Claim 3
Dependent Claim 44 words
The slip-connector for a structural joint between a steel beam and a C-shaped steel stud having a channel-shaped side portion as claimed in claim 1, wherein said opening of one of said plates is the shape of the side portion for snug nesting therewith.
Claim 4
Dependent Claim 48 words
The slip-connector for a structural joint between a steel beam and a C-shaped steel stud having a channel-shaped side portion as claimed in claim 1 or 2, wherein one of said plates includes a positioning guide for matching said plates, and thereby their said openings, to each other.
Claim 5
Dependent Claim 73 words
The slip-connector for a structural joint between a steel beam and a C-shaped steel stud having a channel-shaped side portion as claimed in claim 1 or 2, wherein the stud side portion has two portions at right angles to each other forming the channel-shape, and one of said plate openings includes a notch which receives the terminal one of the two right angle portions and thereby snugly encloses the two right angle portions.
Claim 6
Independent Claim 158 words
A method of slip-connecting a steel beam and a C-shaped steel stud having a channel-shaped side portion, comprising the steps of providing in the edge of a first steel plate an opening for receiving the side portion of the stud for nesting with the stud and for restricting lateral movement of the stud, placing said plate onto the stud side portion in the nested position therewith and having said plate project laterally of the stud and sliding said plate along the stud and into contact with the beam, welding said plate to the beam, providing in the edge of a second steel plate an opening for receiving the side portion of the stud and overlapping with said opening in said first plate for snugly nesting the two said plates with said stud, and placing said second plate onto said first plate with said openings nesting with the side portion, and welding said second plate onto said first plate.
Claim 7
Independent Claim 158 words
A method of slip-connecting a steel beam and a C-shaped steel stud having a channel-shaped side portion, comprising the steps of providing in the edge of a first steel plate an opening for receiving the side portion of the stud for nesting with the stud and for restricting lateral movement of the stud, placing said plate onto the stud side portion in the nested position therewith and having said plate project laterally of the stud and sliding said plate along the stud and into contact with the beam, welding said plate to the beam, providing in the edge of a second steel plate an opening for receiving the side portion of the stud and overlapping with said opening in said first plate for snugly nesting the two said plates with said stud, and placing said second plate onto said first plate with said openings nesting with the side portion, and welding said second plate onto said first plate.

References Cited (Backward Citations)

US1452599A Cited
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US1824631A Cited
US1984028A Cited
GB501984A Cited
US2907199A Cited
FR1307610A Cited
US3238684A Cited
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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1987-02-27 1987-08-29 1988-02-28 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1991-02-27 1991-08-29 1992-02-28 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1995-02-27 1995-08-29 1996-02-28 $7700.00 Window Closed / Lapsed

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