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US839592A - Building construction. - Google Patents

Building construction. Download PDF

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Publication number
US839592A
US839592A US32732306A US1906327323A US839592A US 839592 A US839592 A US 839592A US 32732306 A US32732306 A US 32732306A US 1906327323 A US1906327323 A US 1906327323A US 839592 A US839592 A US 839592A
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United States
Prior art keywords
ties
columns
anchors
wall
extending
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Expired - Lifetime
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US32732306A
Inventor
Peter H Jackson
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Individual
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Priority to US32732306A priority Critical patent/US839592A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal

Definitions

  • My invention relates to improvements in the construction of composite walls made of iron or steel columns and brick, stone, concrete, or other material, by which said columns are protected and strengthened.
  • FIG. 1 is a perspective view of the wall.
  • FIG. 2 is a detail of construction.
  • Fig. 3 shows forms of anchors
  • Fig. 4 illustrates a simple anchor.
  • Fig. 5 is an end view of wall with anchor.
  • the object of my invention is to strengthen brick, concrete, stone, and like walls of buildings and structures situated between steel or iron columns, so that they may be kept vertical and in a line with the columns when subj ected to severe heat and better resist injury when subjected to earthquake shocks.
  • the ends of these metallic ties are attached to the vertical columns in any suitable manner, and cross-anchors are attached to the ties extending through or nearly through the thickness of the wall to prevent its separation.
  • A represents the walls of a building, which may be located in the middle of a block, so that the side walls are solid and continuous and the front walls have window and other openings.
  • A represents the brick, concrete, or stone work within which 4the vertical steel columns 2 are embedded. These columns may be constructed in the usual manner riveted together, and extending to any height required for the proposed building.
  • 3 represents ties extending between the vertical columns, and secured in any desired manner by screw-bolts, nuts, keys, or
  • tierods are disposed substantially central between the outer and inner faces of the brick or like structure, so that they are sufficiently distant from either side to be protected from any action of the heat in case of fire.
  • tie-rods may be made of any suitable or desired form, with surfaces capable of being embedded in and interlocked with concrete in case such material is used.
  • the rods or ties may have raised portions on the surface or be notched or twisted spirally for this purpose.
  • transverse anchors 4 which have the central portion secured to the ties 3 and the ends extending outward to near the vertical surfaces of the wall.
  • the ends of these anchors may be turned up or down, or one may be turned up and one down, as shown at 5, and embedded within the material of the wall.
  • the ties extending between the columns may, as previously described, be fastened in any suitable manner, and, if the columns be hollow, openings can be made below the position of the ties, as shown at Fig. 2, so that the hand may be introduced with a tool, by which the inner ends of the ties may be fastened to the interior of the column.
  • a wall and like structure having in combination vertical columns, intermediate girders and horizontal ties extending between the columns approximately in the middle of the thickness of the wall, and provided with anchors which extend to opposite sides of the ties, said ties and anchors being embedded in the wall structure.
  • a building structure including vertically-disposedmetal columns at intervals,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)

Description

PATENTED DEU. 25, 1906.
I. H. JACKSON. BUILDING CONSTRUCTION. APPLICATION FILED JULYZS, 190,6.
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UNITED STATES PA'IENT OFFICE.
Specification of Letters Patent.
atented Dec. 25, 1906. i
Application lcd July 23, 1906. Serial No. 327,323.
To a/ZZ wiz/0m, it muy con/cern:
Be it known that I, PETER H. JACKSON, a citizen of the United States, residing at East Oakland, in the county of Alameda and State of California, have invented new and useful Improvements in Building Construction, of which the following is a specication.
My invention relates to improvements in the construction of composite walls made of iron or steel columns and brick, stone, concrete, or other material, by which said columns are protected and strengthened.
My invention consists in combinations and arrangement of parts and details of construction which will be more fully explained by reference to the accompanying drawings, in which- Figure l is a perspective view of the wall. Fig. 2 is a detail of construction. Fig. 3 shows forms of anchors Fig. 4 illustrates a simple anchor. Fig. 5 is an end view of wall with anchor.
The object of my invention is to strengthen brick, concrete, stone, and like walls of buildings and structures situated between steel or iron columns, so that they may be kept vertical and in a line with the columns when subj ected to severe heat and better resist injury when subjected to earthquake shocks.
In my improvement I employ tie-rods or metallic ties of any cross-section built in about the middle of a brick, concrete, or like wall, extending horizontally between the metal columns approximately about the neutral axis of the cross-section of the wall. The ends of these metallic ties are attached to the vertical columns in any suitable manner, and cross-anchors are attached to the ties extending through or nearly through the thickness of the wall to prevent its separation.
As shown in the drawings, A represents the walls of a building, which may be located in the middle of a block, so that the side walls are solid and continuous and the front walls have window and other openings.
A represents the brick, concrete, or stone work within which 4the vertical steel columns 2 are embedded. These columns may be constructed in the usual manner riveted together, and extending to any height required for the proposed building.
3 represents ties extending between the vertical columns, and secured in any desired manner by screw-bolts, nuts, keys, or
wedges, as may be most suitable. These tierods are disposed substantially central between the outer and inner faces of the brick or like structure, so that they are sufficiently distant from either side to be protected from any action of the heat in case of fire.
It will be understood that the tie-rods may be made of any suitable or desired form, with surfaces capable of being embedded in and interlocked with concrete in case such material is used.
The rods or ties may have raised portions on the surface or be notched or twisted spirally for this purpose.
At intervals between the vertical columns are fixed transverse anchors 4, which have the central portion secured to the ties 3 and the ends extending outward to near the vertical surfaces of the wall. The ends of these anchors may be turned up or down, or one may be turned up and one down, as shown at 5, and embedded within the material of the wall. These anchors thus serve to tie the outer and inner portions of the wall together and to prevent their being separated by alpy expansion by heat or shock by earthua e.
q It will be understood that the ties extending between the columns may, as previously described, be fastened in any suitable manner, and, if the columns be hollow, openings can be made below the position of the ties, as shown at Fig. 2, so that the hand may be introduced with a tool, by which the inner ends of the ties may be fastened to the interior of the column.
Having thus described my invention, what I claim, and desire to secure by Letters Patent, is-
1. A wall and like structure having in combination vertical columns, intermediate girders and horizontal ties extending between the columns approximately in the middle of the thickness of the wall, and provided with anchors which extend to opposite sides of the ties, said ties and anchors being embedded in the wall structure.
2. In a building and like structure, vertical columns, ties extending horizontally between said columns and approximately equidistant from the outer and inner faces thereof, anchors secured to the ties at points between the columns, said anchors extending transversely outward and inward from the ties, and a wall structure of concrete, brick,
IOO
IOS
lIO
stone andv like substance Within which the ties andithe anchors are embedded.
3 A building structure including vertically-disposedmetal columns at intervals,
5 ties extending between the said columns substantially central between the outer and innerfaces thereof, anchors fixed to the ties and extending transversely, said anchors having the ends turned to an angle with the l0 main portion, and a wall composed of concrete, brick, stone and like substance within which the ties and anchors are embedded.
In testimony whereof I have hereunto set my hand in presence of two subscribing witnesses.
PETER H. JACKSON.
US32732306A 1906-07-23 1906-07-23 Building construction. Expired - Lifetime US839592A (en)

Priority Applications (1)

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US32732306A US839592A (en) 1906-07-23 1906-07-23 Building construction.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US32732306A US839592A (en) 1906-07-23 1906-07-23 Building construction.

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US839592A true US839592A (en) 1906-12-25

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US32732306A Expired - Lifetime US839592A (en) 1906-07-23 1906-07-23 Building construction.

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060272245A1 (en) * 2003-03-06 2006-12-07 Yasunori Matsufuji Wall construction of architectural structure
US20090313933A1 (en) * 2006-08-01 2009-12-24 Wembley Innovation Ltd. Reinforced masonry panel structures
US11008752B1 (en) * 2020-10-05 2021-05-18 Juan Diego Castro Insulating superblocks for constructing modular superblock assemblies

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060272245A1 (en) * 2003-03-06 2006-12-07 Yasunori Matsufuji Wall construction of architectural structure
US7836646B2 (en) * 2003-03-06 2010-11-23 Japan Science And Technology Agency Wall construction of architectural structure
US20090313933A1 (en) * 2006-08-01 2009-12-24 Wembley Innovation Ltd. Reinforced masonry panel structures
AU2007280305B2 (en) * 2006-08-01 2013-10-24 Wembley Innovation Ltd Reinforced masonry panel structures
US9127449B2 (en) * 2006-08-01 2015-09-08 Liam Clear Reinforced masonry panel structures
US11008752B1 (en) * 2020-10-05 2021-05-18 Juan Diego Castro Insulating superblocks for constructing modular superblock assemblies

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