US2924091A - Placement support for reinforcing rods - Google Patents
Placement support for reinforcing rods Download PDFInfo
- Publication number
- US2924091A US2924091A US524539A US52453955A US2924091A US 2924091 A US2924091 A US 2924091A US 524539 A US524539 A US 524539A US 52453955 A US52453955 A US 52453955A US 2924091 A US2924091 A US 2924091A
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- US
- United States
- Prior art keywords
- support
- loop
- wire
- reinforcing rods
- rods
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title description 11
- 239000002585 base Substances 0.000 description 10
- 230000004048 modification Effects 0.000 description 5
- 238000012986 modification Methods 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000012458 free base Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
Definitions
- This invention relates to a reinforcing rod support for use in making concrete structures and is for a unique support for this purpose of improved construction-that is convenient to use and which has good inherent stability.
- excavations such as trench-like excavations are dug into the earth.
- Concrete is poured into the trench to provide a foundation or footer.
- My invention is especially intended for such use, but it may also be used in other cases where concrete is to be poured around reinforcing bars supported at a level where the rod is elevated above the surface onto which the concrete is poured, and it has for its object to provide a simple, inexpensive support that can be set on the bottom of the trench at intervals, and into which the rods may be easily placed.
- Fig. 1 is a perspective view of a support embodying my invention
- Fig. 2 is a side elevation thereof
- Fig. 3 is an end view of the structure shown in Fig. 2;
- Fig. 4 is a top plan view of the same
- Fig. 5 is a modification showing one modification in perspective
- Fig. 6 is a perspective view showing another modification.
- the device is formed of two similar pieces of wire designated generally as 2.
- the wires each have a vertical or upright portion 3, the top of which is folded or bent to form an upwardly open generally U-shaped hook 4.
- At the bottom of the post there is an inwardly-extending horizontal portion 5 that is bent outwardly at 6 at an obtuse angle.
- This outwardlyturned part 6 terminates in a long horizontal section or reach 7 that is parallel with the center line of the base of the support.
- This portion 7 in turn has an angular section 8 similar to 6 but reversed, the portion 8 in turn having a terminal section 9 that is in line with the horizontal portion 5 and of the same length.
- the support thus formed provides a hexagonal base of sutficient length that the ,two books, which are parallel with the plane of the upright leg portions 3 are the desired 2 distance apart and Wide enough so. that the structure a good stability when set in the bottom of the trench.
- L 'b has is, an 'openloop, his not afleotedby slight es m the earth, and; may even be'trampediinto
- the supports are placed in the trench at intervals and the reinforcing rdds are' 'setintothei hooks 4;”
- the rods are held at the pIQger height andgin parallel'relation. The labor ofplacing them is thus made quite easy, and the siip port's tlifnselvesare inexpensive.
- the concrete is, of course, poured over the supports, and the supports, with the rods, remain in the solidified concrete.
- the shape and dimensions of the loop may be varied to suit requirement, but in any case the base is a closed loop of adequate dimensions to have the desired stability and the post is integral with a part of the loop and perpendicular to the-plane of the loop.
- the support is made of two pieces 12 as described in Figs. 1 to 4 with upright extensions 13 as described, and having hooks 14.
- a third piece 15 extending lengthwise through the loop. Its ends are soldered, welded or otherwise joined to the two main pieces, the ends of piece 15 extending between the parallel end portions of the two main pieces.
- the third piece at the middle is looped upward at 16 with the top of the loop being reversely bent to form a cradle 17 into which a third reinforcing rod may be placed.
- the cradle is in the same plane as the end hooks 14.
- the support comprises a single piece of wire bent into a square loop 20 with one end of the wire extending to the center of one side of the square and being bent in, in the plane of the loop, as at 21.
- the other end of the wire is similarly bent in at 22, extending alongside terminal 21, and beyond it to about the center of the loop, where it turns upwardly perpendicularly to the plane of the loop, providing a post 23.
- the parallel parts 21 and 22 are soldered, welded or otherwise fastened together to give the loop rigidity.
- the wire is bent to form a hook or cradle 24.
- the support shown in Fig. 6 is used where a single strand of reinforcing rod is required to be supported.
- combinations of the supports of Fig. 1 and Fig. 4, or Fig. 3 and Fig. 4 in wider trenches where more rods or wider spacing of the rods is wanted may be used.
- a support of the class described comprising two similar Wire members each having a base portion which is of semi-loop form with a free base terminal at one end and an aligned opposite terminal having a perpendicular extension, the base portion between said terminals being laterally bowed, the two wires being reversed end-for-end relatively to each other with the free terminal of one wire extending parallel with and being joined to the said opposite terminal of the wire whereby the base portions of the two wires are complementary in forming a base in the form of a fiat loop, the perpendicular extension of each wire having a cradle-like hook at its top into which a reinforcing rod may be set, the hooks being in a common vertical plane that coincides substantially with the axis of the base.
- a support as defined in claim 1 in which there is a third wire in the plane of the hooks with its ends disposed between and secured to the ends of the first two wires, and with its mid portion arched upwardly, the top of the arch-forming portion having a rod receiving cradle therein.
- a support for reinforcing rods comprising a base formed of two pieces of wire which are bowed laterally in opposite direction to define a loop and which have parallel portions at each end of the bow that lie alongside each other, and a third wire having terminal portions lying between the parallel portions of the first two wires and'which are joined to said portions of the first two wires, the intermediate portion of the third wire defining an arch which is perpendicular to the base and which has a cradle-like recess in the top.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Supports For Plants (AREA)
Description
Feb. 9, 1960 A. A. HARMER 2,924,091
PLACEMENT SUPPORT FOR REINFORCING RODS Filed July 26, 1955 INVENTOR.
ALBANUS A. HARMER.
ATTORNEYS.
p a n Un ed ates aren ."ce
SUPPORT FOR REINFORCIN G RODS Application July 26, 1955, Serial No. 524,539
3 Claims. (Cl. 72-122) This invention relates to a reinforcing rod support for use in making concrete structures and is for a unique support for this purpose of improved construction-that is convenient to use and which has good inherent stability.
In many types of concrete construction, excavations such as trench-like excavations are dug into the earth. Concrete is poured into the trench to provide a foundation or footer. Frequently it is necessary or desirable to provide one or more reinforcing rods in the concrete at a level above the bottom of the trench.
At the present time the common practice is to place wooden strips across the top of the trench at intervals and hang the reinforcing rod therefrom by wires. This is not only slow and laborious, but in many cases dirt will be knocked into the trenches or the sides of the trenches collapsed, and after the concrete has been poured the wood strips must be removed.
My invention is especially intended for such use, but it may also be used in other cases where concrete is to be poured around reinforcing bars supported at a level where the rod is elevated above the surface onto which the concrete is poured, and it has for its object to provide a simple, inexpensive support that can be set on the bottom of the trench at intervals, and into which the rods may be easily placed.
My invention may be more fully understood by reference to the accompanying drawings, in which:
Fig. 1 is a perspective view of a support embodying my invention;
Fig. 2 is a side elevation thereof;
Fig. 3 is an end view of the structure shown in Fig. 2;
Fig. 4 is a top plan view of the same;
Fig. 5 is a modification showing one modification in perspective; and
Fig. 6 is a perspective view showing another modification.
Referring to the drawings, and first to the present preferred form shown in Figs. 1 to 4, the device is formed of two similar pieces of wire designated generally as 2. The wires each have a vertical or upright portion 3, the top of which is folded or bent to form an upwardly open generally U-shaped hook 4. At the bottom of the post there is an inwardly-extending horizontal portion 5 that is bent outwardly at 6 at an obtuse angle. This outwardlyturned part 6 terminates in a long horizontal section or reach 7 that is parallel with the center line of the base of the support. This portion 7 in turn has an angular section 8 similar to 6 but reversed, the portion 8 in turn having a terminal section 9 that is in line with the horizontal portion 5 and of the same length.
These two wires so formed are reversed end-for-end with respect to each other so that the portion 5 of one extends alongside the terminal section 9 of the other, and these two parts are soldered, welded or otherwise secured together in this relation.
The support thus formed provides a hexagonal base of sutficient length that the ,two books, which are parallel with the plane of the upright leg portions 3 are the desired 2 distance apart and Wide enough so. that the structure a good stability when set in the bottom of the trench. L 'b has is, an 'openloop, his not afleotedby slight es m the earth, and; may even be'trampediinto The supports are placed in the trench at intervals and the reinforcing rdds are' 'setintothei hooks 4;" The rods are held at the pIQger height andgin parallel'relation. The labor ofplacing them is thus made quite easy, and the siip port's tlifnselvesare inexpensive. The concrete is, of course, poured over the supports, and the supports, with the rods, remain in the solidified concrete.
The shape and dimensions of the loop may be varied to suit requirement, but in any case the base is a closed loop of adequate dimensions to have the desired stability and the post is integral with a part of the loop and perpendicular to the-plane of the loop.
In the modification shown in Fig. 5 the support is made of two pieces 12 as described in Figs. 1 to 4 with upright extensions 13 as described, and having hooks 14. In this figure, however, there is a third piece 15 extending lengthwise through the loop. Its ends are soldered, welded or otherwise joined to the two main pieces, the ends of piece 15 extending between the parallel end portions of the two main pieces. The third piece at the middle is looped upward at 16 with the top of the loop being reversely bent to form a cradle 17 into which a third reinforcing rod may be placed. The cradle is in the same plane as the end hooks 14.
In Fig. 6 the support comprises a single piece of wire bent into a square loop 20 with one end of the wire extending to the center of one side of the square and being bent in, in the plane of the loop, as at 21. The other end of the wire is similarly bent in at 22, extending alongside terminal 21, and beyond it to about the center of the loop, where it turns upwardly perpendicularly to the plane of the loop, providing a post 23. The parallel parts 21 and 22 are soldered, welded or otherwise fastened together to give the loop rigidity. At the top of the post the wire is bent to form a hook or cradle 24.
The support shown in Fig. 6 is used where a single strand of reinforcing rod is required to be supported. Of course combinations of the supports of Fig. 1 and Fig. 4, or Fig. 3 and Fig. 4 in wider trenches where more rods or wider spacing of the rods is wanted may be used.
Because the units are formed with a closed loop, they have substantial rigidity even though the wire used is relatively light. Various changes and other modifications are of course within the contemplation of my invention.
I claim:
1. A support of the class described comprising two similar Wire members each having a base portion which is of semi-loop form with a free base terminal at one end and an aligned opposite terminal having a perpendicular extension, the base portion between said terminals being laterally bowed, the two wires being reversed end-for-end relatively to each other with the free terminal of one wire extending parallel with and being joined to the said opposite terminal of the wire whereby the base portions of the two wires are complementary in forming a base in the form of a fiat loop, the perpendicular extension of each wire having a cradle-like hook at its top into which a reinforcing rod may be set, the hooks being in a common vertical plane that coincides substantially with the axis of the base.
2. A support as defined in claim 1 in which there is a third wire in the plane of the hooks with its ends disposed between and secured to the ends of the first two wires, and with its mid portion arched upwardly, the top of the arch-forming portion having a rod receiving cradle therein.
3. A support for reinforcing rods comprising a base formed of two pieces of wire which are bowed laterally in opposite direction to define a loop and which have parallel portions at each end of the bow that lie alongside each other, and a third wire having terminal portions lying between the parallel portions of the first two wires and'which are joined to said portions of the first two wires, the intermediate portion of the third wire defining an arch which is perpendicular to the base and which has a cradle-like recess in the top.
232,403 Herrick Sept 21, 1880 schocnthaler M rt 15 Brown Sept. 14, 1926 Heltzel Mar. 11, 1930 Bitney Sept. 2, 1941 FOREIGN PATENTS France Iune 2, 1922
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US524539A US2924091A (en) | 1955-07-26 | 1955-07-26 | Placement support for reinforcing rods |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US524539A US2924091A (en) | 1955-07-26 | 1955-07-26 | Placement support for reinforcing rods |
Publications (1)
Publication Number | Publication Date |
---|---|
US2924091A true US2924091A (en) | 1960-02-09 |
Family
ID=24089650
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US524539A Expired - Lifetime US2924091A (en) | 1955-07-26 | 1955-07-26 | Placement support for reinforcing rods |
Country Status (1)
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US (1) | US2924091A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3512331A (en) * | 1969-02-17 | 1970-05-19 | Hull Metal & Supply Corp | Rod chair |
US3601015A (en) * | 1969-05-22 | 1971-08-24 | Lorin H Kilstofte | Composite spacer seat for reinforcing fabric and bars |
US20060248843A1 (en) * | 2005-05-09 | 2006-11-09 | Alvaro Zapata | Foundation rebar hangers |
US20120227350A1 (en) * | 2011-03-08 | 2012-09-13 | Beaver Plastics Ltd. | Rebar support for use when forming concrete structures |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US232403A (en) * | 1880-09-21 | Doll-support | ||
US1132735A (en) * | 1915-03-23 | George R Schoenthaler | Support and tie for concrete-reinforcing bars. | |
FR538013A (en) * | 1921-06-30 | 1922-06-02 | Suspension hooks intended for the construction of suspended ceilings, in bricks | |
US1599511A (en) * | 1924-12-30 | 1926-09-14 | Morris N Brown | Support for an electric iron |
US1750106A (en) * | 1927-05-07 | 1930-03-11 | John N Heltzel | Reenforcing-rod chair |
US2254769A (en) * | 1938-11-25 | 1941-09-02 | Union Steel Prod Co | Pavement joint assembly unit |
-
1955
- 1955-07-26 US US524539A patent/US2924091A/en not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US232403A (en) * | 1880-09-21 | Doll-support | ||
US1132735A (en) * | 1915-03-23 | George R Schoenthaler | Support and tie for concrete-reinforcing bars. | |
FR538013A (en) * | 1921-06-30 | 1922-06-02 | Suspension hooks intended for the construction of suspended ceilings, in bricks | |
US1599511A (en) * | 1924-12-30 | 1926-09-14 | Morris N Brown | Support for an electric iron |
US1750106A (en) * | 1927-05-07 | 1930-03-11 | John N Heltzel | Reenforcing-rod chair |
US2254769A (en) * | 1938-11-25 | 1941-09-02 | Union Steel Prod Co | Pavement joint assembly unit |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3512331A (en) * | 1969-02-17 | 1970-05-19 | Hull Metal & Supply Corp | Rod chair |
US3601015A (en) * | 1969-05-22 | 1971-08-24 | Lorin H Kilstofte | Composite spacer seat for reinforcing fabric and bars |
US20060248843A1 (en) * | 2005-05-09 | 2006-11-09 | Alvaro Zapata | Foundation rebar hangers |
US20120227350A1 (en) * | 2011-03-08 | 2012-09-13 | Beaver Plastics Ltd. | Rebar support for use when forming concrete structures |
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