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US3793790A Expired / Lapsed US ⏱️ 0.0 years remaining

Frame construction with yieldable knee brace connection

Assignee: Butler Manufacturing Co
•
Filing: 1972-05-02
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Granted: 1974-02-26
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Expires: 1992-05-02
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Abstract

Abstract A frame construction with a yieldable knee brace connection comprising a beam truss means having a top chord and a bottom chord, the top chord of said beam truss means supported at least at one end thereof adjacent the top of a vertically extending column means, at least one knee brace means connected to and extending from one end of the bottom chord to the adjacent side of said vertically extending column means, and means operatively associated with said knee brace means to absorb horizontal deflection of said bottom chord and thus prevent bending of said vertically extending column means.

Inventors

  • 👤 S Love
  • 👤 P Swain

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-05 06:40
CPC Classifications
E; E04; E04C; E04C3/00; E04C3/38; E04C3/40

Claims Analysis

Total Claims: 11
Claim 1
Independent Claim 296 words
A frame construction for absorbing horizontal deflection of a bottom chord of a beam truss means due to vertical loading on the beam truss means to prevent bending of a column means on which said beam truss means is supported, said beam truss means having a top chord and a bottoM chord, the top chord of said beam truss means supported at least at one end thereof adjacent the top of a vertically extending, H-section column means, knee brace means fixedly connected at one end thereof to one end of the bottom chord and extending at its outer end into proximity with an adjacent side of said vertically extending column means, an elastomeric deflection pad engaged between the other end of said knee brace means and said comumn means and acting in compression to absorb horizontal deflection of said bottom chord due to vertical deflection of said beam truss means as a result of vertical loading on said beam truss means, and fastening means extended through said knee brace means, said deflection pad and an adjacent portion of said column means to secure the knee brace means and deflection pad to the column means, said pad thus absorbing horizontal deflections of said bottom chord due to vertical loading on said beam truss means and thus preventing bending of said vertically extending column means, while at the same time the pad has sufficient rigidity to provide bracing against side loading due to wind and the like, said H-section column means having a web with oppositely directed flanges at the opposite edges thereof, and a stiffening means secured between the flanges of the column at the location of attachment of the deflection pad thereto to aid the column in resisting the force transmitted thereto through said deflection pad.
Claim 2
Dependent Claim 296 words
A frame construction for absorbing horizontal deflection of a bottom chord of a beam truss means due to vertical loading on the beam truss means to prevent bending of a column means on which said beam truss means is supported, said beam truss means having a top chord and a bottoM chord, the top chord of said beam truss means supported at least at one end thereof adjacent the top of a vertically extending, H-section column means, knee brace means fixedly connected at one end thereof to one end of the bottom chord and extending at its outer end into proximity with an adjacent side of said vertically extending column means, an elastomeric deflection pad engaged between the other end of said knee brace means and said comumn means and acting in compression to absorb horizontal deflection of said bottom chord due to vertical deflection of said beam truss means as a result of vertical loading on said beam truss means, and fastening means extended through said knee brace means, said deflection pad and an adjacent portion of said column means to secure the knee brace means and deflection pad to the column means, said pad thus absorbing horizontal deflections of said bottom chord due to vertical loading on said beam truss means and thus preventing bending of said vertically extending column means, while at the same time the pad has sufficient rigidity to provide bracing against side loading due to wind and the like, said H-section column means having a web with oppositely directed flanges at the opposite edges thereof, and a stiffening means secured between the flanges of the column at the location of attachment of the deflection pad thereto to aid the column in resisting the force transmitted thereto through said deflection pad.
Claim 3
Dependent Claim 21 words
A frame construction as in claim 1, wherein said stiffening means comprises a plate secured between the flanges of the column.
Claim 4
Dependent Claim 64 words
A frame construction as in claim 1, wherein the top chord is supported at both ends on the tops of a pair of vertical support columns, a knee brace extends from each of the bottom chord to the adjacent side of an adjacent column, and a deflection pad for absorbing horizontal deflections of said bottom chord is operatively connected with each said knee brace.
Claim 5
Dependent Claim 60 words
A frame construction as in claim 2, wherein said bottom chord is of substantially less length than said top chord and each said knee brace comprises a pair of angle members connected at one end thereof to one end of said bottom chord and connected at the other end thereof to the adjacent side of said vertically extending column means.
Claim 6
Dependent Claim 66 words
A frame construction as in claim 3, wherein a rectangular plate is fixed to said other end of each said knee brace at right angles to the axis thereof, and said deflection pad is rectangular in shape and substantially commensurate in size with said plate, said plate distributing the conpressive loading imparted thereto from said knee brace over the entire area of said yieldable deflection pad.
Claim 7
Dependent Claim 16 words
A frame construction as in claim 5, wherein said deflection pad is made of natural rubber.
Claim 8
Dependent Claim 36 words
A frame construction as in claim 6, wherein said deflection pad has a size of 6 inches by 6 inches by 1 inch and is secured with four seven-eights inch bolts extended through fifteen-sixteenths inch holes.
Claim 9
Dependent Claim 35 words
A frame construction as in claim 7, wherein the deflection pad has a durometer of 70 (type A) at 70F, a minimum tensile strength of 3,500 psi, and a modulus of 3.6 ksi at 55*.
Claim 10
Dependent Claim 30 words
A frame construction as in claim 1, wherein said pad is directly engaged at its opposite sides with said plate and with the adjacent portion of said column means, respectively.
Claim 11
Dependent Claim 27 words
A frame construction as in claim 1, wherein said deflection pad is secured in position by said fastening means is capable of absorbing substantially only ocmpressive force.

References Cited (Backward Citations)

US2715510A Cited
US2860743A Cited
US3073065A Cited
US3691712A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1977-02-25 1977-08-27 1978-02-26 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1981-02-25 1981-08-27 1982-02-26 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1985-02-25 1985-08-27 1986-02-26 $7700.00 Window Closed / Lapsed

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