US1658129A - Building-column connection - Google Patents

Building-column connection Download PDF

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Publication number
US1658129A
US1658129A US70703A US7070325A US1658129A US 1658129 A US1658129 A US 1658129A US 70703 A US70703 A US 70703A US 7070325 A US7070325 A US 7070325A US 1658129 A US1658129 A US 1658129A
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United States
Prior art keywords
column
flanges
section
slots
building
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Expired - Lifetime
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US70703A
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Lally John
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • Y10T403/34—Branched
    • Y10T403/341—Three or more radiating members
    • Y10T403/344—Plural pairs of axially aligned members

Definitions

  • My invention relates to building column construction and it is my object to produce simple, strong and cheaply made connections between an H-section column and the floor beams and which may be either one-, two-, threeor four-way connections, as the nature of the building may demand.
  • FIG. 1 is a plan View, partly in section, showing four-way connections;
  • Fig. 2 a View, partly in section, of
  • FIG. 1 a View, partly in section, of the structure of Fig. 1 on the line 33 thereof.
  • the column itself is of rolled or' built-up H-section and has a web 1 and flanges 2-2 and 33. Superimposed columns may be connected in any desired manner.
  • a piece of T-section rolled steel is cut ofl, the length equalling the height ofthe slots and the head of the 2B T-section slightly wider than the distance between the slotted flanges of the column.
  • the head 6 of the T-section is slipped into the slots 4 and 5 with its web 7 extending beyond the H-section column and'parallel so with the flanges 2 and 3.
  • the head of the T-connection may be welded to the slots as indicated on the drawing.
  • the web of the I-beam 8 which carries the floor, may then be secured to the web 7 of the T-connection by rivets or in any other suitable manner and lies substantially in line with the column,
  • floor beams are to be secured to the E-i-column at right angles to the side flanges slots 9 and 10 are cut in the flanges 2 and 3, which slots are preferably located close to the web 1, and a plate 11 is placed through the slots with their ends projecting beyond the column. If desired the plate may be welded to the slots as shown in the draw- The webs of the I-beams 12 and 13 may then be secured to the projecting ends 01": the plate 11 and the beams will line practically in line with the column.
  • floor beams may be connected to all four sides of the .column with a minimum of material and labor and with the beams all in substantialalinement with the column thereby avoiding eccentric loading.
  • I claim r 1 An H-section column, the opposed flanges of which are slotted, in combination with a connection engaging said slots and extending beyond the column and adapted to carry a beam.
  • An H-section column the opposed flanges of which are slotted, in combination with a T-section connection the head of which engages the flange slots and the web of which extends beyond the column and is adapted to carry a beam.
  • An H-section column the opposed flanges of which are slotted, in combination with a plate extending through said slots' and projecting beyond the column, the end of which is adapted to carry a beam.
  • An H-section column all the flanges of which are slotted, in combination with a T- section connection the head of which engages the slots in opposed flanges and the web of which extends beyond the column and adapted to carry a beam and a plate extending through the slots in the other flanges and projecting beyond the column, the end of which is adapted to carry a beam.
  • An H-section column the opposed flanges of which are slotted, in combination with a connection engaging said slots and projecting beyond the column and adapted to carry a beam and a bracket secured to the inside of said slotted flanges and adapted to carry a beam.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

J. LALLY BUILDING COLUMN CONNECTION Feb. 7, 1928.
Filed Nov. 21. 1925 3 Sheets-Sheet 1 INVENTOR ATTORNEY Feb. 7, 1928. 7 1,658,129
J. LALLY BUILDING COLUMN 'CONNEG'IION Filed Nov. 21. 1925 s Sheets- Sheet 2 ATI'O NEY Feb. 7, 1928.
J. LALLY BUILDING com/m commoner:
5 Sheets-Sheet 5 Filed NOV. 21. 1925 UNITED STATES PATENT OFFICE.
JOHN LALLY, OF GREAT NECK, NEW YORK.
BUILDING-COLUMN CONNECTION.
Application filed November 21, 1925'; Serial No. 70,703.
My invention relates to building column construction and it is my object to produce simple, strong and cheaply made connections between an H-section column and the floor beams and which may be either one-, two-, threeor four-way connections, as the nature of the building may demand.
In the drawing Fig. 1 is a plan View, partly in section, showing four-way connections; Fig. 2 a View, partly in section, of
the structure of Fig. 1 on the line 22 thereof; and Fig. 3, a View, partly in section, of the structure of Fig. 1 on the line 33 thereof.
The column itself is of rolled or' built-up H-section and has a web 1 and flanges 2-2 and 33. Superimposed columns may be connected in any desired manner.
Where a floor beam isto be connected to the parallel flanges 2-3 of the H-section column the flanges are slotted at 4 and 5.
To make the connection a piece of T-section rolled steel is cut ofl, the length equalling the height ofthe slots and the head of the 2B T-section slightly wider than the distance between the slotted flanges of the column. The head 6 of the T-section is slipped into the slots 4 and 5 with its web 7 extending beyond the H-section column and'parallel so with the flanges 2 and 3. The head of the T-connection may be welded to the slots as indicated on the drawing. The web of the I-beam 8, which carries the floor, may then be secured to the web 7 of the T-connection by rivets or in any other suitable manner and lies substantially in line with the column,
If floor beams are to be secured to the E-i-column at right angles to the side flanges slots 9 and 10 are cut in the flanges 2 and 3, which slots are preferably located close to the web 1, and a plate 11 is placed through the slots with their ends projecting beyond the column. If desired the plate may be welded to the slots as shown in the draw- The webs of the I- beams 12 and 13 may then be secured to the projecting ends 01": the plate 11 and the beams will line practically in line with the column.
If a floor beam is to be connected to the fourth side of the column it is not practical to further slot the flanges 2 and 3 as they already have the slots 9 and 10 therein. I prefer to rivet or otherwise secure two pieces of angle'iron 14 and 15 to the insides of the flanges 2 and 3 with their tops in line thereby forming a bracket for the I-beam 16 to rest upon. In this way floor beams may be connected to all four sides of the .column with a minimum of material and labor and with the beams all in substantialalinement with the column thereby avoiding eccentric loading.
I claim r 1. An H-section column, the opposed flanges of which are slotted, in combination with a connection engaging said slots and extending beyond the column and adapted to carry a beam.
2. An H-section column, the opposed flanges of which are slotted, in combination with a T-section connection the head of which engages the flange slots and the web of which extends beyond the column and is adapted to carry a beam.
3. An H-section column, the opposed flanges of which are slotted, in combination with a plate extending through said slots' and projecting beyond the column, the end of which is adapted to carry a beam.
4. An H-section column all the flanges of which are slotted, in combination with a T- section connection the head of which engages the slots in opposed flanges and the web of which extends beyond the column and adapted to carry a beam and a plate extending through the slots in the other flanges and projecting beyond the column, the end of which is adapted to carry a beam.
5. An H-section column the opposed flanges of which are slotted, in combination with a connection engaging said slots and projecting beyond the column and adapted to carry a beam and a bracket secured to the inside of said slotted flanges and adapted to carry a beam.
6. Building construction comprising an H-column, angle brackets secured to the 0pposed inner faces of two of the flanges and adapted to carry'a beam.
In testimony whereof I have aflixed my signature.
JOHN LALLY.
US70703A 1925-11-21 1925-11-21 Building-column connection Expired - Lifetime US1658129A (en)

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