US1285768A - Wall-stud. - Google Patents

Wall-stud. Download PDF

Info

Publication number
US1285768A
US1285768A US23523918A US23523918A US1285768A US 1285768 A US1285768 A US 1285768A US 23523918 A US23523918 A US 23523918A US 23523918 A US23523918 A US 23523918A US 1285768 A US1285768 A US 1285768A
Authority
US
United States
Prior art keywords
wall
stud
arms
strip
anchoring
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
US23523918A
Inventor
Ralph A Megenity
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US23523918A priority Critical patent/US1285768A/en
Application granted granted Critical
Publication of US1285768A publication Critical patent/US1285768A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry

Definitions

  • My invention relates to improvements in wall studs. It is particularly adapted for use in connection with concrete walls.
  • the object of my invention is to provide a stud which is novel, simple, cheap and efiicient, and which is welladapted for attaching veneer facings to cementitious bodies, such as concrete walls, piers, columns, beams, posts, lintels and the like.
  • My invention provides a stud which can be easily and quickly built in a Wall, and which after being built in a wall permits easy attachment thereto of fire proof partitions or veneer facings. without having to break out any of the wall.
  • My invention provides further a novel wall tie, which is particularly well adapted for use in connection with my improved stud.
  • Figure 1 is a perspective view of the preferred form of my improved stud made from a metal plate.
  • Fig. 2 is a perspective view of the same, reduced. and shown secured to the inner side of a Wall form, a portion of which is shown.
  • Fig. 3 is a vertical. sectional view of a concrete wall and a veneer facing attached thereto with one of my studs and my improved wall tie.
  • Fig. 4 is a plan view of my improved wall tie.
  • Fig. 5 is an outside elevation of a modified form of my improved stud formed of wire.
  • Fig. 6 is a side elevation of the stud shown in Fig. 5.
  • 1 designates a concrete body. such as a wall, pier, or post of the ordinary type.
  • 2 designates the brick veneer facing laid in cement or mortar 3 and which is attached to the wall 1 by means of my improved studs and wall ties.
  • FIG. 4 designates the preferred form ofmy improved stud, such as is shown in Figs. 1, 2 and 3, and which comprises, preferably, an upright strip of metal, such as rolled sheet steel, from opposite longitudinal edges of which are cut respectively two series of tongues which extend longitudinally in one direction from their places of juncture with the body of the strip 4 to certain points 5, at which the tongues are bent so as to extend horizontally inwardly to form anchoring arms 6 having right angled bends 7 at their inner ends.
  • an upright strip of metal such as rolled sheet steel
  • the outer side of the stud 4 is substantially flat. so as to be secured vertically against the inner side of one side wall 8 of a wall form, as shown in Fig. 2.
  • the strip 4 is provided with transverse holes 9 through which may extend securing devices. such as nails 10. by which the stud is temporarily fastened in a vertical position to the inner side of the wall form 8.
  • the arms 6 of one series are, preferably, disposed in staggered relationship to the arms of the other series. By cutting the arms 5 from the edges of the strip. there is no waste material.
  • the wall form 8 After the wall form 8 has been set up and the studs 4 secured thereto. as described. the concrete is poured into the form. and after it has become sufficiently set or hardened, the form is removed. leaving the studs embedded in the wall 1. with their flat outer sides flush with the outer side of the wall.
  • each hook 12 is such as to permit it to embrace the strip 4'at any point between the arms 6.
  • the facing 2 has been laid to a height at which it is desired to bond it to the wall 1, a tool, not shown, such as a chisel, is forced between the wall 1 and the stud strip 1. at the point where the bond is to be made, and the strip -1 is then forced outwardly from the wall a distance sufiicient to permit of the insertion behind and around the strip 4 of the hook 12 of one of my wall ties.
  • the wall tie is then laid flatwise upon the uppermost layer of the facing 2 with its inner hook embracing the stud 4, as shown in Fig. 3, after which a layer of mortar 3 is then placed upon the top layer of the veneer facing 2 so as to cover the wall ties 11.
  • the laying of the facing 2 is then continued until it has reached a height at which it is desired to again bond it to the wall.
  • the studs 4 are pried out of the wall at the proper points so as to be embraced by the hooks of another set of wall ties, such as have already been described. and the latter are hooked to the studs and laid in cement or mortar on the top of the facing, as already described.
  • the pull upon the wall tie is direct and equally divided, and either end may be employed to engage a stud.
  • the strip 4 and longitudinal portions of the anchoring arms 6 may be bent outwardly, without liability of pulling the anchoring arms 6 out of or loosening them in the wall.
  • the anchoring arms 6 all extend longitudinally in one direction only from their places of jucture with the strip, the strip and arms can be more easily bent than would be the case if some extended downwardly and some upwardly from the places of juncture with the strip.
  • the wall ties may be inserted at any height of the veneer facing, irrespective of the relative position of the layers of brick with respect to the anchoring arms 6.
  • an upright rod or wire 13 has mounted on and twisted around it a plurality of anchoring arms, each of which is a rod or wire having a vertical coiled portion 14 twisted around a coiled portion 15 of the upright rod 13.
  • the anchoring arm extends longitudinally upwardly at the side of and parallel with the upright rod 13 to a point 16, at which it extends horizontally inwardly to form the horizontal portion 17 of the anchoring arm, the inner end of which is bent upwardly at 18.
  • the anchoring arm below the coiled portion 1% is formed into two loops l9 and 20,
  • loops being adapted to receive securing devices for fastening them flatwise against the inner side of a wall form, so as to support the stud in the vertical position.
  • the lower end of the loop 20 has a coiled portion 21, which encircles the upright rod 13 and terminates at its lower end in a downwardly extending portion 22, which is disposed at the outer side of the rod 13 and at one side of and parallel with the upper vertical portion of the anchoring arm next below.
  • the stud shown in Figs. 5 and 6 is pried out from the wall for the reception of the hooks 12 of the wall ties, in the same manner as was described with respect to the preferred form of my invention.
  • the anchoring arm is not attached to the rod 13 above the twisted portion 14, the rod 13 and that part of the anchoring arm just below the horizontal portion 17 can easily be forced outwardly away from the wall, to permit engagement with the hook 12, without pulling the portion 17 out of the wall.
  • L'A stud of the kind described having a stt'bstantially fiat outer side and having anchoring arms, all of which extend longitudinally in one direction from their places of juncture with the body of the stud to certain points respectively and which extend from said points inwardly at right angles to said flat outer side.
  • a stud of the kind described having two series of tongues cut respectively from opposite longitudinal edges and extending in like directions longitudinally from their places of juncture with the body of the stud to certain points, and extending from said points inwardly to form anchoring arms.
  • a stud of the kind described having two series of tongues cut respectively from opposite longitudinal edges and extending in like directions longitudinally from their places of juncture with the body of the stud to certain points, and extending from said points inwardly to form anchoring arms, the arms of one series being in staggered relationship to the arms of the other series.
  • an upright stud having two anchoring arms which extend longitudinally in one direction from their places of juncture with the body of the stud, and which extend from certain points horizontally inwardly, and a wall tie having means for embracing said body at any point intermediate of said arms.
  • an upright stud having two anchoring arms which extend longitudinall in one direction only from their places of uncture with the body of the stud, and which extend horizontally inwardly from certain points, and a wall tie having a hook adapted to embrace 10 the body of the stud at any point intermediate of the horizontally extending portions of said arms.

Landscapes

  • 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

um I
R. A. MEGENITY.
WALL STUD.
APPLICATION HLED MAY 18. l9l8.
Patented Nov. 26, 191B mpg 1 A TTORNE Y RALPH A. MEGENITY, OF KANSAS CITY, MISSOURI.
WALL-STUD.
Specification of Letters Patent.
Patented Nov. 26, 1918.
Application filed May 18, 1918. Serial No. 235,239.
To all whom it may concern:
Be it known that I, RALPH A. MEGENI'I'Y, a citizen of the United States, residing at Kansas City in the county of Jackson and State of Missouri, have invented a certain new and useful Improvement in Wall-Studs, of which the following is a specification.
My invention relates to improvements in wall studs. It is particularly adapted for use in connection with concrete walls.
The object of my invention is to provide a stud which is novel, simple, cheap and efiicient, and which is welladapted for attaching veneer facings to cementitious bodies, such as concrete walls, piers, columns, beams, posts, lintels and the like.
My invention provides a stud which can be easily and quickly built in a Wall, and which after being built in a wall permits easy attachment thereto of fire proof partitions or veneer facings. without having to break out any of the wall.
My invention provides further a novel wall tie, which is particularly well adapted for use in connection with my improved stud.
Other novel features of my invention are hereinafter fully described and claimed.
In the accompanying drawings, which illustrate the preferred form and a modified form of my invention,
Figure 1 is a perspective view of the preferred form of my improved stud made from a metal plate.
Fig. 2 is a perspective view of the same, reduced. and shown secured to the inner side of a Wall form, a portion of which is shown.
Fig. 3 is a vertical. sectional view of a concrete wall and a veneer facing attached thereto with one of my studs and my improved wall tie.
Fig. 4 is a plan view of my improved wall tie.
Fig. 5 is an outside elevation of a modified form of my improved stud formed of wire.
Fig. 6 is a side elevation of the stud shown in Fig. 5.
Similar reference characters designate similar parts in the different views.
1 designates a concrete body. such as a wall, pier, or post of the ordinary type. 2 designates the brick veneer facing laid in cement or mortar 3 and which is attached to the wall 1 by means of my improved studs and wall ties.
4 designates the preferred form ofmy improved stud, such as is shown in Figs. 1, 2 and 3, and which comprises, preferably, an upright strip of metal, such as rolled sheet steel, from opposite longitudinal edges of which are cut respectively two series of tongues which extend longitudinally in one direction from their places of juncture with the body of the strip 4 to certain points 5, at which the tongues are bent so as to extend horizontally inwardly to form anchoring arms 6 having right angled bends 7 at their inner ends.
0 The outer side of the stud 4 is substantially flat. so as to be secured vertically against the inner side of one side wall 8 of a wall form, as shown in Fig. 2.
Preferably the strip 4 is provided with transverse holes 9 through which may extend securing devices. such as nails 10. by which the stud is temporarily fastened in a vertical position to the inner side of the wall form 8.
In order that the strain on the stud may.
be equally distributed. the arms 6 of one series are, preferably, disposed in staggered relationship to the arms of the other series. By cutting the arms 5 from the edges of the strip. there is no waste material.
After the wall form 8 has been set up and the studs 4 secured thereto. as described. the concrete is poured into the form. and after it has become sufficiently set or hardened, the form is removed. leaving the studs embedded in the wall 1. with their flat outer sides flush with the outer side of the wall.
By having the outer sides of the studs fiat, no cement or concrete can get between the body of the stud and the wall form when the concrete is poured into the latter.
When the veneer facing 2 is laid, it is attached to the studs 4, at suitable intervals, by means of my improved wall ties, each of which comprises a piece of rod or wire 11, Fig. 4. having its ends bent respectively into two reversely disposed arcuate hooks 12 preferably of like size and in the same horizontal plane. so that either hook may be attached to the stud 4. The diameter of each hook 12 is such as to permit it to embrace the strip 4'at any point between the arms 6.
lVhen the facing 2 has been laid to a height at which it is desired to bond it to the wall 1, a tool, not shown, such as a chisel, is forced between the wall 1 and the stud strip 1. at the point where the bond is to be made, and the strip -1 is then forced outwardly from the wall a distance sufiicient to permit of the insertion behind and around the strip 4 of the hook 12 of one of my wall ties. The wall tie is then laid flatwise upon the uppermost layer of the facing 2 with its inner hook embracing the stud 4, as shown in Fig. 3, after which a layer of mortar 3 is then placed upon the top layer of the veneer facing 2 so as to cover the wall ties 11. The laying of the facing 2 is then continued until it has reached a height at which it is desired to again bond it to the wall. At such time, the studs 4 are pried out of the wall at the proper points so as to be embraced by the hooks of another set of wall ties, such as have already been described. and the latter are hooked to the studs and laid in cement or mortar on the top of the facing, as already described.
By having the hooks 12 reversely turned and of like size, the pull upon the wall tie is direct and equally divided, and either end may be employed to engage a stud.
By having the anchoringarms 6 extending longitudinally parallel with the body 4 from their places of juncture with the latter to the points 5 at which they are bent inwardly, the strip 4 and longitudinal portions of the anchoring arms 6 may be bent outwardly, without liability of pulling the anchoring arms 6 out of or loosening them in the wall. By having the anchoring arms 6 all extend longitudinally in one direction only from their places of jucture with the strip, the strip and arms can be more easily bent than would be the case if some extended downwardly and some upwardly from the places of juncture with the strip.
By having the hooks 12 adapted to engage the stud at any place between the anchoring arms, the wall ties may be inserted at any height of the veneer facing, irrespective of the relative position of the layers of brick with respect to the anchoring arms 6.
By having the anchoring arms in staggered arrangement, the strain upon the studs and arms 6 is equalized, and a direct pull by the wall ties insured.
In the modified form of stud shown in Figs. 5 and 6, an upright rod or wire 13, has mounted on and twisted around it a plurality of anchoring arms, each of which is a rod or wire having a vertical coiled portion 14 twisted around a coiled portion 15 of the upright rod 13. The anchoring arm extends longitudinally upwardly at the side of and parallel with the upright rod 13 to a point 16, at which it extends horizontally inwardly to form the horizontal portion 17 of the anchoring arm, the inner end of which is bent upwardly at 18.
The anchoring arm below the coiled portion 1% is formed into two loops l9 and 20,
disposed at opposite sides respectively of the upright rod or wire 13, said loops being adapted to receive securing devices for fastening them flatwise against the inner side of a wall form, so as to support the stud in the vertical position.
The lower end of the loop 20 has a coiled portion 21, which encircles the upright rod 13 and terminates at its lower end in a downwardly extending portion 22, which is disposed at the outer side of the rod 13 and at one side of and parallel with the upper vertical portion of the anchoring arm next below.
By means of the construction just described, little space is provided between the wire stud and the wall of the wall form into which cement can pass.
The stud shown in Figs. 5 and 6 is pried out from the wall for the reception of the hooks 12 of the wall ties, in the same manner as was described with respect to the preferred form of my invention. As the anchoring arm is not attached to the rod 13 above the twisted portion 14, the rod 13 and that part of the anchoring arm just below the horizontal portion 17 can easily be forced outwardly away from the wall, to permit engagement with the hook 12, without pulling the portion 17 out of the wall.
I do not limit my invention to the structure shown and described, as modifications, within the scope of the appended claims, may be made without departing from the spirit of my invention.
What I claim is:
L'A stud of the kind described having a stt'bstantially fiat outer side and having anchoring arms, all of which extend longitudinally in one direction from their places of juncture with the body of the stud to certain points respectively and which extend from said points inwardly at right angles to said flat outer side.
2. A stud of the kind described having two series of tongues cut respectively from opposite longitudinal edges and extending in like directions longitudinally from their places of juncture with the body of the stud to certain points, and extending from said points inwardly to form anchoring arms.
3. A stud of the kind described having two series of tongues cut respectively from opposite longitudinal edges and extending in like directions longitudinally from their places of juncture with the body of the stud to certain points, and extending from said points inwardly to form anchoring arms, the arms of one series being in staggered relationship to the arms of the other series.
4. In a structure of the kind described, an upright stud having two anchoring arms which extend longitudinally in one direction from their places of juncture with the body of the stud, and which extend from certain points horizontally inwardly, and a wall tie having means for embracing said body at any point intermediate of said arms.
5. In a structure of the kind described, an upright stud having two anchoring arms which extend longitudinall in one direction only from their places of uncture with the body of the stud, and which extend horizontally inwardly from certain points, and a wall tie having a hook adapted to embrace 10 the body of the stud at any point intermediate of the horizontally extending portions of said arms.
In testimony whereof I have signed my name to this specification.
RALPH A. MEGENITY.
US23523918A 1918-05-18 1918-05-18 Wall-stud. Expired - Lifetime US1285768A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US23523918A US1285768A (en) 1918-05-18 1918-05-18 Wall-stud.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US23523918A US1285768A (en) 1918-05-18 1918-05-18 Wall-stud.

Publications (1)

Publication Number Publication Date
US1285768A true US1285768A (en) 1918-11-26

Family

ID=3353341

Family Applications (1)

Application Number Title Priority Date Filing Date
US23523918A Expired - Lifetime US1285768A (en) 1918-05-18 1918-05-18 Wall-stud.

Country Status (1)

Country Link
US (1) US1285768A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2673460A (en) * 1948-11-24 1954-03-30 Patent & Licensing Corp Covered expansion joint
US3321884A (en) * 1964-06-04 1967-05-30 Klaue Hermann Spaced building plates with embedded wire ties connected by rod means

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2673460A (en) * 1948-11-24 1954-03-30 Patent & Licensing Corp Covered expansion joint
US3321884A (en) * 1964-06-04 1967-05-30 Klaue Hermann Spaced building plates with embedded wire ties connected by rod means

Similar Documents

Publication Publication Date Title
US1992785A (en) Building structure and brick for the same
US1146251A (en) Building-tie.
KR101519086B1 (en) Bridg using t-girder with pile supporting apparatus and bridge continuous construction method using the same
US2080618A (en) Structural unit
US2432622A (en) Structural member
US1285768A (en) Wall-stud.
US20160333570A1 (en) Joist hanger/bracket
US1951421A (en) Wall structure
US2251499A (en) Building structure
US1606201A (en) Wall tie and bond
US20140115996A1 (en) Strong arm bolt-rebar system
JP2010013915A (en) Method of arranging reinforcements in brick wall surface for brick masonry building
US1280516A (en) Concrete construction.
US860884A (en) Fireproof partition and furring.
US1418699A (en) Fastening element
US2008672A (en) Building construction
US2089495A (en) Wall construction
US1504816A (en) Lintel and other structure of reenforced brickwork
US2062724A (en) Permanent metallic form for concrete building structures
US2121943A (en) Brick and block wall reinforcing
US1699206A (en) Wall-anchoring device
EP3199719B1 (en) A device, system and method for fastening a mesh to a building structure, and a construction element
US1429682A (en) Method of securing facings and the like to walis and the like
USRE15221E (en) Concrete construction
US1691117A (en) Plastic reenforced building construction