US1355536A - Steel-column footing - Google Patents

Steel-column footing Download PDF

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Publication number
US1355536A
US1355536A US384453A US38445320A US1355536A US 1355536 A US1355536 A US 1355536A US 384453 A US384453 A US 384453A US 38445320 A US38445320 A US 38445320A US 1355536 A US1355536 A US 1355536A
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US
United States
Prior art keywords
footing
arms
steel
post
perforation
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
Application number
US384453A
Inventor
William S Caskey
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NAT DRY KILN Co
NATIONAL DRY KILN Co
Original Assignee
NAT DRY KILN Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by NAT DRY KILN Co filed Critical NAT DRY KILN Co
Priority to US384453A priority Critical patent/US1355536A/en
Application granted granted Critical
Publication of US1355536A publication Critical patent/US1355536A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B9/00Connections of rods or tubular parts to flat surfaces at an angle
    • F16B9/05Connections of rods or tubular parts to flat surfaces at an angle by way of an intermediate member
    • F16B9/056Connections of rods or tubular parts to flat surfaces at an angle by way of an intermediate member the intermediate member extending through the flat surface; the rod or tubular part extending through the flat surface
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B9/00Connections of rods or tubular parts to flat surfaces at an angle
    • F16B9/05Connections of rods or tubular parts to flat surfaces at an angle by way of an intermediate member
    • F16B9/058Connections of rods or tubular parts to flat surfaces at an angle by way of an intermediate member the intermediate member being secured to the rod by transverse fasteners
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B2200/00Constructional details of connections not covered for in other groups of this subclass
    • F16B2200/40Clamping arrangements where clamping parts are received in recesses of elements to be connected
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B2200/00Constructional details of connections not covered for in other groups of this subclass
    • F16B2200/50Flanged connections
    • F16B2200/506Flanged connections bolted or riveted

Definitions

  • Such a construction involves not only an accurate punching of the footing plate at the two points, but also the punching of both arms of the angle feet and practically it is exceedingly difficult to proportion the parts with such accuracy that the column or post will be firmly held upon the footing plate.
  • the object of my present invention is to provide a construction by means of which the column or post and the footing plate may be very firmly associated, at a cost considerably less than has heretofore been possible.
  • Figure 1 is a perspective view of the assembled structure
  • Fig. 2 a vertical section with the parts in position for the reception of the clamping bolt
  • Fig. 3 a similar section with the parts assembled.
  • 10 indicates the footing plate provided with a central rectangular perforation 11.
  • the perforation 11 has a length slightly greater than the width of the vertical arms of the L-shaped clamping members 12 and has a width approximating twice the thickness of said vertical arms plus the thickness of the web of the post 13.
  • the web of the post is perforated at 14 to receive a clamping bolt 15 and the vertical arms of the L-shaped clamping members are perforated at 16 to register with the perforation 14, the perforations 16 being slightly larger than bolt 15.
  • the commercial stock from which the L-shaped clamping members are made comprises arms which gradually increase iii-thickness toward the'point of junction of the two arms, and the perforation 11, and the perforations 14: and 16 are so proportioned and related that in assembly the vertical perforated arms of the L-shaped clamping members being first projected through the perforation 11, must be slightly diverged in order to permit the insertion of the web of the post 13, the perforation 14 coming into registry with perforations 16 and the web of the post 13 coming into contact with the two vertical arms of the L-shaped clamping members, and the lower end of the post resting upon the footing plate 10.
  • Bolt 15' is then passed through the perforations 14: and 16 and the nut 17 screwed tightly home, the vertical arms of the L-sh-aped clamping members swinging upon the adjacent lower corners of the web of the post and thus swinging outwardly tightly into engagement with the adjacent walls of the perforation 11, while the upper ends of the arms are drawn tightly upon the web of the post.
  • the parts are also so proportioned that as the upper ends of the arms of the clamping members swing inwardly, they will draw down upon the bolt 15 and thus draw the post firmly down upon the footing.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

W. S. CASKEY. STEEL COLUMN FOOTING. APPLICATION man MAY26,1920.
11,355,536. Patented Oct. 12,1920.
anon Lha- UF HTEE fiATES {PATENT OFFICE.
WILLIAM S. CASIKEY, OF INDIANAPOLIS, INDIANA, ASSIGNOB TO THE NATIONAL DRY KILN COMPANY, OF INDIANAPOLIS, INDIANA, A CORPORATION OF INDIANA.
STEEL-COLUMN ZEOO'JJINGr. I
Specification of Letters Patent.
Patented Oct. 12, 1920.
Application filed May 26, 1920. Serial No. 384,453.
To all whom it may concern Be it known that I, IVILLIAM S. CASKEY, a citizen of the United States, residing at Indianapolis, in the county of Marion and State of Indiana, have invented a new and useful Steel-Column Footing, of which the following is aspecification.
In structural steel work there are many instances where I-beam columns, or similar columns, are provided with a metal footing preliminary to setting the same upon or in a foundation. Heretofore the common practice has been to provide a square steel plate upon the upper face of which are riveted two angle feet having perforated vertical arms between which the post, as, for instance, the web of the I-beam, is placed and bolted.
Such a construction involves not only an accurate punching of the footing plate at the two points, but also the punching of both arms of the angle feet and practically it is exceedingly difficult to proportion the parts with such accuracy that the column or post will be firmly held upon the footing plate.
The object of my present invention is to provide a construction by means of which the column or post and the footing plate may be very firmly associated, at a cost considerably less than has heretofore been possible.
The accompanying drawings illustrate my invention. Figure 1 is a perspective view of the assembled structure; Fig. 2 a vertical section with the parts in position for the reception of the clamping bolt; and Fig. 3 a similar section with the parts assembled.
In the drawings, 10 indicates the footing plate provided with a central rectangular perforation 11. The perforation 11 has a length slightly greater than the width of the vertical arms of the L-shaped clamping members 12 and has a width approximating twice the thickness of said vertical arms plus the thickness of the web of the post 13. The web of the post is perforated at 14 to receive a clamping bolt 15 and the vertical arms of the L-shaped clamping members are perforated at 16 to register with the perforation 14, the perforations 16 being slightly larger than bolt 15. The commercial stock from which the L-shaped clamping members are made comprises arms which gradually increase iii-thickness toward the'point of junction of the two arms, and the perforation 11, and the perforations 14: and 16 are so proportioned and related that in assembly the vertical perforated arms of the L-shaped clamping members being first projected through the perforation 11, must be slightly diverged in order to permit the insertion of the web of the post 13, the perforation 14 coming into registry with perforations 16 and the web of the post 13 coming into contact with the two vertical arms of the L-shaped clamping members, and the lower end of the post resting upon the footing plate 10. Bolt 15' is then passed through the perforations 14: and 16 and the nut 17 screwed tightly home, the vertical arms of the L-sh-aped clamping members swinging upon the adjacent lower corners of the web of the post and thus swinging outwardly tightly into engagement with the adjacent walls of the perforation 11, while the upper ends of the arms are drawn tightly upon the web of the post. The parts are also so proportioned that as the upper ends of the arms of the clamping members swing inwardly, they will draw down upon the bolt 15 and thus draw the post firmly down upon the footing.
It will be noted that by this arrangement only a single rectangular perforation is needed in the footing plate and that the L shaped clamping members need not have their horizontal arms perforated and, as a consequence, all need of riveting the L- shaped members to the footing plate is eliminated and the entire clamping of the parts in place is obtained b the single clamping bolt 15 and its nut 1;.
I claim as my invention:
1. The combination with a structural member of a perforated footing, a pair of L-shaped clamping members projected through the perforation of the footing plate, upon opposite sides of the structural member, and a clamping bolt passing through the projected arms of the L-shapedmembers through the structural member and clamping the several parts together.
2. The combination With a structural member of a perforated footing, an L- shaped clamping member projected through said perforation with one arm alongside the structural member, an opposing abutment associated with the footing member upon that side of the structural member opposite the L-shaped clamping member, and a hundred and twenty.
WILLIAM s. CASKEY. i
US384453A 1920-05-26 1920-05-26 Steel-column footing Expired - Lifetime US1355536A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US384453A US1355536A (en) 1920-05-26 1920-05-26 Steel-column footing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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US1355536A true US1355536A (en) 1920-10-12

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140290154A1 (en) * 2013-03-28 2014-10-02 Magnum Piering, Inc. Systems for elevating a building structure above grade, and related methods
US20150259914A1 (en) * 2014-03-17 2015-09-17 Hitachi Metals Techno, Ltd. Column structure and base member
US9255408B2 (en) 2014-03-17 2016-02-09 Hitachi Metals Techno, Ltd. Column structure and base member
US9422717B2 (en) 2014-03-17 2016-08-23 Senqcia Corporation Column structure and base member

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140290154A1 (en) * 2013-03-28 2014-10-02 Magnum Piering, Inc. Systems for elevating a building structure above grade, and related methods
US9249593B2 (en) * 2013-03-28 2016-02-02 Magnum Piering, Inc. Systems for elevating a building structure above grade, and related methods
US20150259914A1 (en) * 2014-03-17 2015-09-17 Hitachi Metals Techno, Ltd. Column structure and base member
US9255408B2 (en) 2014-03-17 2016-02-09 Hitachi Metals Techno, Ltd. Column structure and base member
US9399868B2 (en) * 2014-03-17 2016-07-26 Senqcia Corporation Column structure and base member
US9422717B2 (en) 2014-03-17 2016-08-23 Senqcia Corporation Column structure and base member

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