US3132448A - Chair for concrete reinforcing rods - Google Patents

Chair for concrete reinforcing rods Download PDF

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US3132448A
US3132448A US734046A US73404658A US3132448A US 3132448 A US3132448 A US 3132448A US 734046 A US734046 A US 734046A US 73404658 A US73404658 A US 73404658A US 3132448 A US3132448 A US 3132448A
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Prior art keywords
chair
bar
saddle
portions
base
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US734046A
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John W Phillips
Russell G Harrop
Roy R Waugh
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COLORADO BUILDERS SUPPLY CO
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COLORADO BUILDERS SUPPLY CO
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    • 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 seating devices for concrete reinforcing bars, rods or the like, and relates more particularly to seating devices for concrete reinforcing bars, which are adapted to form part of the reinforcing structure for the concrete in which they are embedded.
  • reinforcing bars In forming concrete mats of substantial thickness and other horizontally-disposed shapes, the location and support of reinforcing bars presents a difiicult problem, particularly when the pour extends over large areas. If the reinforcing bars are fixedly interconnected, a considerable time and expense is involved in making the necessary connections and this may place an undue cost or an excessive time delay in completing the concrete structure.
  • Another object of the invention is to provide a chair or support design for concrete reinforcing bars which may be produced in a variety of sizes, which will function similarly in use and may be used separately or in combinations.
  • a further object of the invention is to provide a simple, durable and efficient supporting structure for .concrete reinforcing bars which is essentially non-tipping and maybe used without fastening to the supported bar.
  • a two-legged supporting structure has oppositely-directed, bowed base portions extending from the respective legs and collectively providing a four-point bearing support.
  • the el0ngated bowed portions are substantially parallel and the upper ends of said legs are interconnected by a saddle or seat portion disposed in non-perpendicular or acute angular relation to said base portions. Consequently when a reinforcing bar is seated in the saddle in substantially perpendicular relation to its lengthwise axis, the extended axis of the base portions intersect the axis of the bar at an acute angle to resist tipping induced by forces applied in lengthwise or lateral directions.
  • FIG. 1 is an end elevation of one embodiment of our invention
  • FIG. 2 is a side elevation of the reinforcing bar support shown in FIG. 1;
  • FIG. 3 is a top plan view of the support shown in FIG. 1, with the reinforcing bar in substantially parallel relation to the base portions as in the initial mounting stage of the reinforcing assembly;
  • FIG. 4 is a top plan view similar to FIG. 3, with the base portions moved to place the saddle in nearly perpendicular relation to the bar which is in the normal position during pouring of the concrete;
  • FIG. 5 is a perspective view of another embodiment of this invention.
  • FIG. 6 is an end elevation of the supporting structure shown in FIG. 5 with the reinforcing bar shown in section in seated position;
  • FIG. 7 illustrates a typical arrangement for placing supports in adjoining relation for the support of a plurality of reinforcing bars in close proximity
  • FIG. 8 is a side elevation of another embodiment of the invention, particularly suited for the support of pipes or conduits being embedded in concrete at elevated positions.
  • FIGS. 1 through 4 illustrates a typical use of the invention.
  • the reinforcing bar chair of this embodiment comprises two upright leg portions 12 and 12 interconnected by a generally U-shaped seat or saddle portion 13 formed of a bottom portion and side portions in which saddle a reinforcing bar or rod 14 is fitted.
  • the lower end of the upright terminates in an elongated, upwardly bowed base portion 15 or 15* respectively, which terminate in upstanding ends 16* or 16 and extend oppositely from the legs in substantially parallel relation to provide a four bearing support as indicated at A, B, C and D in FIG. 2.
  • the chair may be placed in any selected location lengthwise of the reinforcing bar with the base portions 15 and 15 generally parallel to the bar and with the side portions of the saddle in engagement with said reinforcing bar.
  • individual chairs may be moved forward or backward along the bar to provide a final adjustment of the spacing, at which time the extended axis of the base portions will be in actute angular relation to the bar so as to position the saddle 13 nearly perpendicular to the lengthwise axis of the bar as shown in FIGS. 1 and 4. In the position shown in FIGS. 1 and 4, the side portions of the saddle 13 are out of engagement with the reinforcing bar.
  • the reinforcing bars may be distributed at different elevations in the concrete in parallel, transverse, or other desired arrangements.
  • the concrete is poured, allowed to set and the chairs become a part of the reinforcing of the concrete.
  • the bowed shape of the base portions serves to embed nearly all the material of the base in the concrete with only the metal of the bearing surfaces A, B, C and D exposed at the face of the concrete.
  • FIGS. 5 and 6 The embodiment illustrated in FIGS. 5 and 6 is similar in function to the chair shown in FIG. 2, and discloses a preferred arrangement for disposing the saddle or seat for the reinforcing at only a slight elevation above the bottom of the concrete mat.
  • the upright leg portions 22 and 22 are interconnected by a saddle portion 23 on which a reinforcing rod 14 is supported and the respective base portions 25 and 25 are similar to the base portions 15 and 15 except for dimensional differences.
  • This embodiment also provides a four bearing point support as previously described, and the extended axis of the base portions are positioned in actute angular relation to the bar 14 to effectively resist tipping.
  • the practice of the present invention provides a range of sizes with substantial range in the vertical extent of the chair. Usually smaller sizes will utilize a smaller gauge wire but any of the chairs may be formed of any desired Weight of wire.
  • FIG. 7 is a fragmentary View illustrating one method of interconnecting chairs for supporting a plurality of bars 14 in close proximity.
  • two chairs of the type shown in FIG. are joined together with the base 25 of one and 25 of the other in overlapping arrangement and held together by a tie wire 27 or other suitable fastening.
  • the base portions 25" and 25 are in substantially parallel relation to the bars 14, and subsequently the base portions will be moved to establish the perpendicular relation of the saddle to the bar.
  • the embodiment of the invention shown in FIG. 8 is particularly suited for use in the support of pipes or conduits, at a substantial elevation above the level of base supports.
  • the chair of this embodiment has substantially vertical leg portions 32 and 32 interconnected at their upper ends by a saddle portion 33, and terminating at their lower ends in bowed base portions 35 and 35 to provide the four-point bearing support previously described.
  • a stretch of the wire 36 or 36* beyond the bearing points A and D is turned and extended to contact the upper ends of the legs 32 and 32 respectively, where it is permanently aflixed as by welds 37.
  • the saddle 33 supports a pipe or conduit 34, which usually is supported at a substantially higher elevation than the base support.
  • portions 36 and 36 and the fastenings 37 provides a very stable support, even when the legs 32 and 32 are of substantial vertical extent, for example, on the order of four feet or more. In many instances, the concrete pour will extent to an elevation between the base and the conduit, and after setting, the
  • the material of the entire chair is suitable for use as reinforcing material, and may be embedded in its entirety in the concrete whenever it is advantageous to do so.
  • a reinforcing bar chair for use in concrete mats or the like, comprising two upright leg portions intercennected at their upper ends by a generally U-shaped saddle portion formed by two spaced side portions and a connecting bottom portion defining a plane, each leg having an extended base portion disposed in a substantially horizontal direction in generally parallel relation to the other base portion and directed oppositely to the other, the plane of said saddle portion being at an acute angle to said parallel base portions, the bottom portion of said saddle being substantially fiat and of such length that a reinforcing bar adapted to be seated therein with its lengthwise axis parallel to said base portion will be engaged by the said sides of said saddle portion, and said chair being adapted for bodily rotation to position said base portions in a non-parallel relation to said bar, thereby moving said bar out or engagement with the sides of the saddle portion and increasing the resistanw of a chair and supported bar to tipping.
  • each of the base members terminates in upstanding end portions.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chairs For Special Purposes, Such As Reclining Chairs (AREA)

Description

M y 1964 J. w, PHILLIPS ETAL 3,132,448
CHAIR FOR CONCRETE REINFORCING RODS Filed May 8, 1958 3 Sheets-Sheet 1 FIG.
INVENTORS' 3 JOHNWPHILLIPS RUSSELLG-HARROP BY ROY R.WAUGH ATTO RILEJ S y 12, 1954 J. w. PHILLIPS ETAL 3,132,448
CHAIR FOR CONCRETE REINFORCING RODS Filed May 8, 1958 3 Sheets-Sheet 2 INVENTORS JOHN w.PHlLLIPS RUSSELLG.HARROP BY Rov R. WAUGH ATTORNEYS May 12, 1964/ J. w. PHILLIPS ETAL 3,132,448
CHAIR FOR CONCRETE REINFORCING RODS Filed May 8, 1958 3 Sheets-Shed 5 F|G 8 INVENTORS J HNW-PHILLI PS auss ug. HARROP BY ROY .WAUGH ATTORNEYS United States Patent CHAIR FOR CONCRETE REINFORCING RODS John W. Phillips, Littleton, and Russell G. Harrop and Roy R. Waugh, Denver, Colo., assignors to The C010- rado Builders Supply Co., Denver, Colo., a corporation of Colorado Filed May 8, 1958, Ser. No. 734,046 3 Claims. (Cl. 50-519) This invention relates to seating devices for concrete reinforcing bars, rods or the like, and relates more particularly to seating devices for concrete reinforcing bars, which are adapted to form part of the reinforcing structure for the concrete in which they are embedded.
In forming concrete mats of substantial thickness and other horizontally-disposed shapes, the location and support of reinforcing bars presents a difiicult problem, particularly when the pour extends over large areas. If the reinforcing bars are fixedly interconnected, a considerable time and expense is involved in making the necessary connections and this may place an undue cost or an excessive time delay in completing the concrete structure.
It is an object of this invention to provide a simple, durable and efficient structure for providing adequate support for concrete reinforcing bars at selective positions, which may be adjusted easily, and which become a permanent part of the reinforcing of the concrete when set.
Another object of the invention is to provide a chair or support design for concrete reinforcing bars which may be produced in a variety of sizes, which will function similarly in use and may be used separately or in combinations.
A further object of the invention is to provide a simple, durable and efficient supporting structure for .concrete reinforcing bars which is essentially non-tipping and maybe used without fastening to the supported bar.
Other objects reside in novel details of construction and novel combinations and arrangements of parts, all of which will be described fully in the course of the following description.
In the practice of the present invention a two-legged supporting structure has oppositely-directed, bowed base portions extending from the respective legs and collectively providing a four-point bearing support. The el0ngated bowed portions are substantially parallel and the upper ends of said legs are interconnected by a saddle or seat portion disposed in non-perpendicular or acute angular relation to said base portions. Consequently when a reinforcing bar is seated in the saddle in substantially perpendicular relation to its lengthwise axis, the extended axis of the base portions intersect the axis of the bar at an acute angle to resist tipping induced by forces applied in lengthwise or lateral directions.
The practice of the invention will be described with reference to the accompanying drawings, in the several views of which like parts bear similar reference numerals, and in which:
FIG. 1 is an end elevation of one embodiment of our invention;
FIG. 2 is a side elevation of the reinforcing bar support shown in FIG. 1;
FIG. 3 is a top plan view of the support shown in FIG. 1, with the reinforcing bar in substantially parallel relation to the base portions as in the initial mounting stage of the reinforcing assembly;
FIG. 4 is a top plan view similar to FIG. 3, with the base portions moved to place the saddle in nearly perpendicular relation to the bar which is in the normal position during pouring of the concrete;
FIG. 5 is a perspective view of another embodiment of this invention;
FIG. 6 is an end elevation of the supporting structure shown in FIG. 5 with the reinforcing bar shown in section in seated position;
FIG. 7 illustrates a typical arrangement for placing supports in adjoining relation for the support of a plurality of reinforcing bars in close proximity; and
FIG. 8 is a side elevation of another embodiment of the invention, particularly suited for the support of pipes or conduits being embedded in concrete at elevated positions.
The form of the invention shown in FIGS. 1 through 4 illustrates a typical use of the invention. The reinforcing bar chair of this embodiment comprises two upright leg portions 12 and 12 interconnected by a generally U-shaped seat or saddle portion 13 formed of a bottom portion and side portions in which saddle a reinforcing bar or rod 14 is fitted. The lower end of the upright terminates in an elongated, upwardly bowed base portion 15 or 15* respectively, which terminate in upstanding ends 16* or 16 and extend oppositely from the legs in substantially parallel relation to provide a four bearing support as indicated at A, B, C and D in FIG. 2.
In the initial assembly procedure, the chair may be placed in any selected location lengthwise of the reinforcing bar with the base portions 15 and 15 generally parallel to the bar and with the side portions of the saddle in engagement with said reinforcing bar. After a series of such chairs have been located to provide support for the entire length of the bar, individual chairs may be moved forward or backward along the bar to provide a final adjustment of the spacing, at which time the extended axis of the base portions will be in actute angular relation to the bar so as to position the saddle 13 nearly perpendicular to the lengthwise axis of the bar as shown in FIGS. 1 and 4. In the position shown in FIGS. 1 and 4, the side portions of the saddle 13 are out of engagement with the reinforcing bar.
By so positioning the chairs, an essentially non-tipping support is provided without any fastening of the bar on the chair, the weight of the bar holding the chair firmly on its four bearing point support and the positioning of extended axis of the base portions 15 and 15 in acute angular relation to the bar stabilizes the support against forces directed lengthwise or laterally of the bar. Therefore, it is possible to support a reinforcing bar without any fastening to the chairs, or by fastening at intervals as by use of a tie wire or other lightweight clamp. When a more stable assembly is required, the bar may be fastened to each support and lightweight tie wires will be ample for this purpose.
By using chairs of different vertical extent, the reinforcing bars may be distributed at different elevations in the concrete in parallel, transverse, or other desired arrangements. After the reinforcing assembly is completed in the manner previously described, the concrete is poured, allowed to set and the chairs become a part of the reinforcing of the concrete. The bowed shape of the base portions serves to embed nearly all the material of the base in the concrete with only the metal of the bearing surfaces A, B, C and D exposed at the face of the concrete.
The embodiment illustrated in FIGS. 5 and 6 is similar in function to the chair shown in FIG. 2, and discloses a preferred arrangement for disposing the saddle or seat for the reinforcing at only a slight elevation above the bottom of the concrete mat. In this form the upright leg portions 22 and 22 are interconnected by a saddle portion 23 on which a reinforcing rod 14 is supported and the respective base portions 25 and 25 are similar to the base portions 15 and 15 except for dimensional differences.
This embodiment also provides a four bearing point support as previously described, and the extended axis of the base portions are positioned in actute angular relation to the bar 14 to effectively resist tipping. The practice of the present invention provides a range of sizes with substantial range in the vertical extent of the chair. Usually smaller sizes will utilize a smaller gauge wire but any of the chairs may be formed of any desired Weight of wire.
FIG. 7 is a fragmentary View illustrating one method of interconnecting chairs for supporting a plurality of bars 14 in close proximity. In the arrangement shown, two chairs of the type shown in FIG. are joined together with the base 25 of one and 25 of the other in overlapping arrangement and held together by a tie wire 27 or other suitable fastening. As shown, the base portions 25" and 25 are in substantially parallel relation to the bars 14, and subsequently the base portions will be moved to establish the perpendicular relation of the saddle to the bar.
The embodiment of the invention shown in FIG. 8 is particularly suited for use in the support of pipes or conduits, at a substantial elevation above the level of base supports. As shown, the chair of this embodiment has substantially vertical leg portions 32 and 32 interconnected at their upper ends by a saddle portion 33, and terminating at their lower ends in bowed base portions 35 and 35 to provide the four-point bearing support previously described. However, instead of terminating in short upstanding end portions, a stretch of the wire 36 or 36* beyond the bearing points A and D is turned and extended to contact the upper ends of the legs 32 and 32 respectively, where it is permanently aflixed as by welds 37. The saddle 33 supports a pipe or conduit 34, which usually is supported at a substantially higher elevation than the base support.
The provision of portions 36 and 36 and the fastenings 37 provides a very stable support, even when the legs 32 and 32 are of substantial vertical extent, for example, on the order of four feet or more. In many instances, the concrete pour will extent to an elevation between the base and the conduit, and after setting, the
extending portions of the several chairs may be removed, it necessary, to clear the space, as by burning, cutting, etc. However, the material of the entire chair is suitable for use as reinforcing material, and may be embedded in its entirety in the concrete whenever it is advantageous to do so.
We claim:
1. A reinforcing bar chair for use in concrete mats or the like, comprising two upright leg portions intercennected at their upper ends by a generally U-shaped saddle portion formed by two spaced side portions and a connecting bottom portion defining a plane, each leg having an extended base portion disposed in a substantially horizontal direction in generally parallel relation to the other base portion and directed oppositely to the other, the plane of said saddle portion being at an acute angle to said parallel base portions, the bottom portion of said saddle being substantially fiat and of such length that a reinforcing bar adapted to be seated therein with its lengthwise axis parallel to said base portion will be engaged by the said sides of said saddle portion, and said chair being adapted for bodily rotation to position said base portions in a non-parallel relation to said bar, thereby moving said bar out or engagement with the sides of the saddle portion and increasing the resistanw of a chair and supported bar to tipping.
2. A reinforcing bar chair as defined in claim 1 wherein each of the base members terminates in upstanding end portions.
3. A reinforcing bar chair as defined in claim 1 wherein each of the base members is upwardly bowed.
References Cited in the file of this patent UNITED STATES PATENTS 992,430 Lankford May 16, 1911 1,139,987 Lukens May 18, 1915 1,380,332 Heidrich May 31, 1921 1,850,400 Lampert Mar. 22, 1932 2,324,719 OBrien July 20, 1943 2,349,399 Awbrey May 23, 1944 2,407,249 Burner et a1. Sept. 10, 1946

Claims (1)

1. A REINFORCING BAR CHAIR FOR USE IN CONCRETE MATS OR THE LIKE, COMPRISING TWO UPRIGHT LEG PORTIONS INTERCONNECTED AT THEIR UPPER ENDS BY A GENERALLY U-SHAPED SADDLE PORTION FORMED BY TWO SPACED SIDE PORTIONS AND A CONNECTING BOTTOM PORTION DEFINING A PLANE, EACH LEG HAVING AN EXTENDED BASE PORTION DISPOSED IN A SUBSTANTIALLY HORIZONTAL DIRECTION IN GENERALLY PARALLEL RELATION TO THE OTHER BASE PORTION AND DIRECTED OPPOSITELY TO THE OTHER, THE PLANE OF SAID SADDLE PORTION BEING AT AN ACUTE ANGLE TO SAID PARALLEL BASE PORTIONS, THE BOTTOM PORTION OF SAID SADDLE BEING SUBSTANTIALLY FLAT AND OF SUCH LENGTH THAT A REINFORCING BAR ADAPTED TO BE SEATED THEREIN WITH ITS LENGTHWISE AXIS PARALLEL TO SAID BASE PORTION WILL BE ENGAGED BY THE SAID SIDES OF SAID SADDLE PORTION, AND SAID CHAIR BEING ADAPTED FOR BODILY ROTATION TO POSITION SAID BASE PORTIONS IN A NON-PARALLEL RELATION TO SAID BAR, THEREBY MOVING SAID BAR OUT OF ENGAGEMENT WITH THE SIDES OF THE SADDLE PORTION AND INCREASING THE RESISTANCE OF A CHAIR AND SUPPORTED BAR TO TIPPING.
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3488907A (en) * 1966-12-16 1970-01-13 Anders Bertil Aberg Rust protection and distance device for reinforcing rod chairs
US3601015A (en) * 1969-05-22 1971-08-24 Lorin H Kilstofte Composite spacer seat for reinforcing fabric and bars
US4123887A (en) * 1977-07-06 1978-11-07 Weinar Roger N Strengthening of channel shaped building columns and beams
US5337532A (en) * 1990-10-11 1994-08-16 Reid Robert C Concrete floor system
US6837017B2 (en) 2002-08-14 2005-01-04 Hardy Jr Robert M Apparatus for placing rebar in continuously reinforced concrete paving
US20100000173A1 (en) * 2008-07-02 2010-01-07 Tomarco Contractor Specialties, Inc. Support structure for cast in place conduit, junction boxes and similar structures
US20120227350A1 (en) * 2011-03-08 2012-09-13 Beaver Plastics Ltd. Rebar support for use when forming concrete structures
US20190277031A1 (en) * 2016-11-03 2019-09-12 Midland Steel Reinforcement Supplies Ltd. Reinforcing framework and slab design
US20220120099A1 (en) * 2018-03-29 2022-04-21 Bailey Metal Products Limited Floor Panel System

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US992430A (en) * 1910-07-29 1911-05-16 Clarence T Seipp Bolster for concrete structure.
US1139987A (en) * 1915-02-16 1915-05-18 Lewis N Lukens Device for spacing and supporting reinforcing-bars in concrete work.
US1380332A (en) * 1919-12-31 1921-05-31 Stephen L Heidrich Support for reinforcing-bars
US1850400A (en) * 1930-06-21 1932-03-22 Universal Form Clamp Co Bar support and spacer
US2324719A (en) * 1940-12-23 1943-07-20 Robert J O'brien Bar spacer
US2349399A (en) * 1942-03-23 1944-05-23 Awbrey William Powell Reinforcing bar support
US2407249A (en) * 1945-01-17 1946-09-10 Bingham F Burner Chair tie for reinforcing rods

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US992430A (en) * 1910-07-29 1911-05-16 Clarence T Seipp Bolster for concrete structure.
US1139987A (en) * 1915-02-16 1915-05-18 Lewis N Lukens Device for spacing and supporting reinforcing-bars in concrete work.
US1380332A (en) * 1919-12-31 1921-05-31 Stephen L Heidrich Support for reinforcing-bars
US1850400A (en) * 1930-06-21 1932-03-22 Universal Form Clamp Co Bar support and spacer
US2324719A (en) * 1940-12-23 1943-07-20 Robert J O'brien Bar spacer
US2349399A (en) * 1942-03-23 1944-05-23 Awbrey William Powell Reinforcing bar support
US2407249A (en) * 1945-01-17 1946-09-10 Bingham F Burner Chair tie for reinforcing rods

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3488907A (en) * 1966-12-16 1970-01-13 Anders Bertil Aberg Rust protection and distance device for reinforcing rod chairs
US3601015A (en) * 1969-05-22 1971-08-24 Lorin H Kilstofte Composite spacer seat for reinforcing fabric and bars
US4123887A (en) * 1977-07-06 1978-11-07 Weinar Roger N Strengthening of channel shaped building columns and beams
US5337532A (en) * 1990-10-11 1994-08-16 Reid Robert C Concrete floor system
US6837017B2 (en) 2002-08-14 2005-01-04 Hardy Jr Robert M Apparatus for placing rebar in continuously reinforced concrete paving
US20100000173A1 (en) * 2008-07-02 2010-01-07 Tomarco Contractor Specialties, Inc. Support structure for cast in place conduit, junction boxes and similar structures
US20120227350A1 (en) * 2011-03-08 2012-09-13 Beaver Plastics Ltd. Rebar support for use when forming concrete structures
US20190277031A1 (en) * 2016-11-03 2019-09-12 Midland Steel Reinforcement Supplies Ltd. Reinforcing framework and slab design
US20220120099A1 (en) * 2018-03-29 2022-04-21 Bailey Metal Products Limited Floor Panel System

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