US1472602A - Cap for building columns - Google Patents

Cap for building columns Download PDF

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Publication number
US1472602A
US1472602A US627412A US62741223A US1472602A US 1472602 A US1472602 A US 1472602A US 627412 A US627412 A US 627412A US 62741223 A US62741223 A US 62741223A US 1472602 A US1472602 A US 1472602A
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United States
Prior art keywords
cap
plate
building columns
sheet
head
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Expired - Lifetime
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US627412A
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Lally John
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Individual
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Priority to US627412A priority Critical patent/US1472602A/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/50Component parts or details of props
    • E21D15/54Details of the ends of props
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts

Definitions

  • the laminated cap is laid on the 001- My invention relates to caps for building umn end and the retaining bead prevents slip-. columns and it is my object to produce ping. If desired the laminated cap may he 10 a sheet steel cap cheaply which will carry further secured to the, casing, concrete or all reasonable loads and not tend to both in any desired manner.
  • Fig. 3 I have shown a slight modifiin which I utilize the ductility of sheet steel cation in which the retaining ring 4 in the for the holding portion of the cap and steel thinner sheet 3' is located inside the casing 15 plate for the load carrying portion. 1, the heavier plate 5 being secured to the In the drawing Fig. 1 is atop view of my plate 3 by spot welding 66 as in the cap on a column, partly in section; Fig. 2 other form shown. a side view of the structure of Fig. 1. partly By selecting different grades of steel a in section; and Fig. 3 a sectional view of very ductile sheet may he used for the a slight modification of the cap.
  • a cap for building columns comprising steel plate 3 having a retaining head a a relatively ductile plate of metal adapted pressed therein by dies which displace a porto rest on a column end with a portion theretion of the plate b .yond its surface, the head of displaced beyond the surface, said disheing approximately a fit for the casing end. placed portion being adapted to engage a As shown in Figs. 1 and 2 this head 4 is column end and a second. rigid plate sea fit for the outside of the casing l. cured thereto.
  • a second, relatively heavy piece of sheet 2 comprising steel plate 5 for load carrying purposes is a plate of metal having a retaining bead laid on the sheet 3 carrying the head 4% and pressed therein. said head being adapted to the two are secured together, spotwelding engage the side Walls of a column end and 6-6 being preferably employed. a second plate of metal secured thereto for As the retaining head could not be pressed load carrying purposes.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Description

Oct. 30, 1923.
J. LALLY GAP FOR BUILDING COLUMNS Filed March 24.
nun-LE IN VEN TOR flmmmy ATTOR EY :IIIIA 'IIL VIII! titll'l'fi are JOHN LALLY, OF BOSTON, IJASSACHUSETTS.
rates.
CAP FOR BUILDING COLUMNS.
Application filed Harch 24, 1923. Serial No. 627,412.
[0 all 10710122, it may concern: nated construction for the cap for by this Be it known that 1, JOHN LALLY, a citizen construction the retaining head is easily of the United States, residing at Boston, pressed into the thinner metal and the Suffolk County, Massachusetts, have inheavier metal being after united thereto 5 vented certain new and useful Improvegives the necessary strength for load carryments in Caps for Building Columns, of ing.
which the following is a specification. In use the laminated cap is laid on the 001- My invention relates to caps for building umn end and the retaining bead prevents slip-. columns and it is my object to produce ping. If desired the laminated cap may he 10 a sheet steel cap cheaply which will carry further secured to the, casing, concrete or all reasonable loads and not tend to both in any desired manner.
slide off the column end under load and In Fig. 3 I have shown a slight modifiin which I utilize the ductility of sheet steel cation in which the retaining ring 4 in the for the holding portion of the cap and steel thinner sheet 3' is located inside the casing 15 plate for the load carrying portion. 1, the heavier plate 5 being secured to the In the drawing Fig. 1 is atop view of my plate 3 by spot welding 66 as in the cap on a column, partly in section; Fig. 2 other form shown. a side view of the structure of Fig. 1. partly By selecting different grades of steel a in section; and Fig. 3 a sectional view of very ductile sheet may he used for the a slight modification of the cap. stamped sheet and a more rigid and resist-' The column is the usual steel tube 1 with ing sheet for load carrying purposes. the filling of concrete 2. I claim The cap consists of a relatively thin sheet 1. A cap for building columns comprising steel plate 3 having a retaining head a a relatively ductile plate of metal adapted pressed therein by dies which displace a porto rest on a column end with a portion theretion of the plate b .yond its surface, the head of displaced beyond the surface, said disheing approximately a fit for the casing end. placed portion being adapted to engage a As shown in Figs. 1 and 2 this head 4 is column end and a second. rigid plate sea fit for the outside of the casing l. cured thereto.
A second, relatively heavy piece of sheet 2. A cap for building columns comprising steel plate 5 for load carrying purposes is a plate of metal having a retaining bead laid on the sheet 3 carrying the head 4% and pressed therein. said head being adapted to the two are secured together, spotwelding engage the side Walls of a column end and 6-6 being preferably employed. a second plate of metal secured thereto for As the retaining head could not be pressed load carrying purposes.
"from a single thickness of sheet steel plate In testimony whereof I have hereunto which would be heavy enough for load subscribed my name. carrying purposes I have adopted the lami- I JOHN LALLY.
US627412A 1923-03-24 1923-03-24 Cap for building columns Expired - Lifetime US1472602A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1131624B (en) * 1956-02-01 1962-06-20 Wilhelm Hammer Base plate for expansion segments in mining operations
US3999394A (en) * 1976-03-29 1976-12-28 Eberhardt William H Precast ribbed arch subway structure and method
US5555696A (en) * 1995-03-20 1996-09-17 William S. Morrison, III Filament wound architectural column
US5692351A (en) * 1995-03-20 1997-12-02 William S. Morrison, III Column support system with neck piece for supporting overhead loads
US20040006947A1 (en) * 1999-07-26 2004-01-15 Clint Ashton Filament wound structural light poles
WO2008029098A1 (en) * 2006-09-07 2008-03-13 Colin Belford Structural element
US20080184641A1 (en) * 2007-02-01 2008-08-07 Hendricks Kent M Flashing cap and stabilizer for architectural columns
US20110192103A1 (en) * 2009-06-09 2011-08-11 Jacqueline Marie Webb Column topper
US11408176B2 (en) * 2019-08-19 2022-08-09 Raymond Alan Low Multi-axially braided reinforcement sleeve for concrete columns and method for constructing concrete columns

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1131624B (en) * 1956-02-01 1962-06-20 Wilhelm Hammer Base plate for expansion segments in mining operations
US3999394A (en) * 1976-03-29 1976-12-28 Eberhardt William H Precast ribbed arch subway structure and method
US5555696A (en) * 1995-03-20 1996-09-17 William S. Morrison, III Filament wound architectural column
US5692351A (en) * 1995-03-20 1997-12-02 William S. Morrison, III Column support system with neck piece for supporting overhead loads
US5946880A (en) * 1995-03-20 1999-09-07 William S. Morrison, III Filament wound tubular column
US6955024B2 (en) 1999-07-26 2005-10-18 North Pacific Group, Inc. Filament wound structural light poles
US20040006947A1 (en) * 1999-07-26 2004-01-15 Clint Ashton Filament wound structural light poles
WO2008029098A1 (en) * 2006-09-07 2008-03-13 Colin Belford Structural element
GB2455471A (en) * 2006-09-07 2009-06-17 Colin Belford Structural element
GB2455471B (en) * 2006-09-07 2011-11-09 Colin Belford Structural element
US20080184641A1 (en) * 2007-02-01 2008-08-07 Hendricks Kent M Flashing cap and stabilizer for architectural columns
US20110192103A1 (en) * 2009-06-09 2011-08-11 Jacqueline Marie Webb Column topper
US11408176B2 (en) * 2019-08-19 2022-08-09 Raymond Alan Low Multi-axially braided reinforcement sleeve for concrete columns and method for constructing concrete columns

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