US1013698A - Frame for reinforced concrete structures. - Google Patents
Frame for reinforced concrete structures. Download PDFInfo
- Publication number
- US1013698A US1013698A US61516711A US1911615167A US1013698A US 1013698 A US1013698 A US 1013698A US 61516711 A US61516711 A US 61516711A US 1911615167 A US1911615167 A US 1911615167A US 1013698 A US1013698 A US 1013698A
- Authority
- US
- United States
- Prior art keywords
- frame
- bars
- concrete structures
- flanges
- reinforced concrete
- 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
- 239000011150 reinforced concrete Substances 0.000 title 1
- 239000004567 concrete Substances 0.000 description 8
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
Definitions
- the main bars which take the direct tensile or compressive stresses
- the secondary bars which take the shearing or diagonal stresses.
- the main bars must be of such ashape as to'present a maximum contact area to the concrete.
- These main bars should also be of such form as to allow a rigid and easy attachment of the secondary bars, so that the whole frame may act as a rigid unit with no possibility of displacement during the pouring ofthe concrete.
- the members of the frame should be so constructed as to allow the fabrication of the units in the shop or field with the least amount of labor.
- An object of my invention is to provide a frame which is composed of parts so constructed as to present a maximum contact area to the concrete.
- a further object of my invention is to provide frame members which can be readily fabricated into a rigid frame.
- A' -further object ofmy invention is to provide frame members which, by slight alteration, z'. 6., in the form of secondary bars,
- FIG. 1 is a side elevation of a portion of a frame constructed according to my invention
- Fig. 2 is a view of a modified form of the device
- Fig. 3 is a section through one of the main bars showing the manner in which the frame is formed
- Fig. 4 is a section similar to that shown in Fig. 3 showingthe main bars clamped to the secondary bars
- Fig. 5 is a detailed section showing the manner of joining the main to the secondary bars
- Fig. 6 is a view similar to Fig. 5 showing a modified construction.
- main bars 1 and 2 of which the frame is composed The shape of these bars is best shown in Fig. 3. It w1ll be seen that they consist of a body portion a, of a substantially circular cross section havard size metal bar-of the same size as the standard groove in my main bars-on the two opposite faces of which are rolled a series of lugs Z whose surfaces are curved so as to conform with the cup-shaped recesses e in the main bar. The lugs however are smaller than these recesses e, as clearly shown in Fig. 6.
- the secondary bars are out in the necessary lengths according to the depth and shape of the frame, the ends X bent so as to allow two or more lugs on each bent end. These bent portions are. placed in the grooves d of the main bars.
- the position of the secondary bars at this stage of fabrication is shown in Fig. 3.
- the flanges band a are now forced together so as to clamp the'secondary bars in the manner shown in Fig. 4.
- the structure thus formed is absolutely rigid because the ends of the bars are held in two places.
- a frame which may be made of a variable depth, and in this case I prefer to cut away my secondary bars, so that one lug at each and comes close to the end, as shown in Figs.
- the ends of the secondary bars are bent to a slight curve, so that when the frame is collapsed in the direction of the arrows shown in Fig. 2, the lugs of the secondary bars will not be in the way.
- the lugs Z of the secondary bars between the main bars and outer bulged surfaces of the main bar cups serve as surfaces of attachment for the concrete thus havingthe effect of a corrugated surface.
- I claim 1 In a reinforcing frame for concrete structures, a pair of main bars each being provided with a pair of outwardly extending flanges, each of said flanges having a series of recesses at equal distances apart, a series of transverse or secondary bars each transverse bar being provided with a series of lugs spaced apart at equal distances, the end lugs of said transverse bars being adapted to enter the recesses in said flanges, the
- transverse bars being arranged to be clamped between said flanges.
- each of said main bars being provided with a pair of outwardly'extendlng flanges on one side there.- of, each of said flanges having a series of recesses stamped therein at equal distances apart, a series of transverse or secondary bars, each transverse bar being provided with a series of lugs spaced apart at equal distances, the end lugs of said transverse bars being adapted to enter the recesses in said flanges, and the intervening lugs serving as surfaces of attachment for the concrete, said transverse bars being arranged to 8e clamped between the flanges of said mainars.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
A. H. JASHJIAN. FRAME FOR REINFORCED OONGRETE STRUCTURES.
APPLIOATION FILED MAR. 17, 1911.
1,013,698. Patented Jan.2,1912.
147T ORNEYS UNITED STATES PATENT OFFICE.
ARMEN H. TASHJIAN, Ol PORTLAND, MAINE.
FRAME FOR REINFORCED CONCRETE STRUCTURES.
Specification of Letters Patent.
Patented Jan. 2,1912.
Application filed March 17, 1911. Serial No. 615,167.
tures, and it consists in the combinations, constructions and arrangements here1n de-- scribed and claimed.
In most frames whlch are used as a reinforcement upon which the concrete is laid for structures of the reinforced concretetype, there are two sets of members, first, the main bars which take the direct tensile or compressive stresses, and second, the secondary bars which take the shearing or diagonal stresses. In making an ideal reinforcing frame there' are certain points that should be kept well in mind. The main bars must be of such ashape as to'present a maximum contact area to the concrete. These main bars should also be of such form as to allow a rigid and easy attachment of the secondary bars, so that the whole frame may act as a rigid unit with no possibility of displacement during the pouring ofthe concrete. Besides this the members of the frame should be so constructed as to allow the fabrication of the units in the shop or field with the least amount of labor.
An object of my invention is to provide a frame which is composed of parts so constructed as to present a maximum contact area to the concrete.
A further object of my invention is to provide frame members which can be readily fabricated into a rigid frame.
A' -further object ofmy invention is to provide frame members which, by slight alteration, z'. 6., in the form of secondary bars,
may be fabricated into frames of variable My invention is illustrated inthe accompanying drawings in which- Figure 1 is a side elevation of a portion of a frame constructed according to my invention, Fig. 2 is a view of a modified form of the device, Fig. 3 is a section through one of the main bars showing the manner in which the frame is formed, Fig. 4 is a section similar to that shown in Fig. 3 showingthe main bars clamped to the secondary bars, Fig. 5 is a detailed section showing the manner of joining the main to the secondary bars, and Fig. 6 is a view similar to Fig. 5 showing a modified construction.
Referring now to the drawings, I have -shown therein the main bars 1 and 2 of which the frame is composed. The shape of these bars is best shown in Fig. 3. It w1ll be seen that they consist of a body portion a, of a substantially circular cross section havard size metal bar-of the same size as the standard groove in my main bars-on the two opposite faces of which are rolled a series of lugs Z whose surfaces are curved so as to conform with the cup-shaped recesses e in the main bar. The lugs however are smaller than these recesses e, as clearly shown in Fig. 6.
From the foregoing description of the 'various parts of the device, the operation thereof may be readily. understood.
In forming the frame the secondary bars are out in the necessary lengths according to the depth and shape of the frame, the ends X bent so as to allow two or more lugs on each bent end. These bent portions are. placed in the grooves d of the main bars. The position of the secondary bars at this stage of fabrication is shown in Fig. 3. The flanges band a are now forced together so as to clamp the'secondary bars in the manner shown in Fig. 4. The structure thus formed is absolutely rigid because the ends of the bars are held in two places.
In some instances it is desirable to have a frame which may be made of a variable depth, and in this case I prefer to cut away my secondary bars, so that one lug at each and comes close to the end, as shown in Figs.
2 and 6, so that only one lug at each end registers with the recesses e m the lips of the flanges b and 0. The ends of the secondary bars are bent to a slight curve, so that when the frame is collapsed in the direction of the arrows shown in Fig. 2, the lugs of the secondary bars will not be in the way. The lugs Z of the secondary bars between the main bars and outer bulged surfaces of the main bar cups serve as surfaces of attachment for the concrete thus havingthe effect of a corrugated surface.
I claim 1. In a reinforcing frame for concrete structures, a pair of main bars each being provided with a pair of outwardly extending flanges, each of said flanges having a series of recesses at equal distances apart, a series of transverse or secondary bars each transverse bar being provided with a series of lugs spaced apart at equal distances, the end lugs of said transverse bars being adapted to enter the recesses in said flanges, the
said transverse bars being arranged to be clamped between said flanges.
2. In a reinforcing frame for concrete structures, a pair of main bars, each of said main bars being provided with a pair of outwardly'extendlng flanges on one side there.- of, each of said flanges having a series of recesses stamped therein at equal distances apart, a series of transverse or secondary bars, each transverse bar being provided with a series of lugs spaced apart at equal distances, the end lugs of said transverse bars being adapted to enter the recesses in said flanges, and the intervening lugs serving as surfaces of attachment for the concrete, said transverse bars being arranged to 8e clamped between the flanges of said mainars.
ABMEN H. TASHJIAN. Witnesses HENRY WINGATE SriavENs, CHAs. E. B. KING.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US61516711A US1013698A (en) | 1911-03-17 | 1911-03-17 | Frame for reinforced concrete structures. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US61516711A US1013698A (en) | 1911-03-17 | 1911-03-17 | Frame for reinforced concrete structures. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1013698A true US1013698A (en) | 1912-01-02 |
Family
ID=3082006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US61516711A Expired - Lifetime US1013698A (en) | 1911-03-17 | 1911-03-17 | Frame for reinforced concrete structures. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1013698A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3059380A (en) * | 1959-09-28 | 1962-10-23 | Henry T Holsman | Block wall reinforcement |
| US3351367A (en) * | 1965-12-20 | 1967-11-07 | Lennox Ind Inc | Corner lock construction |
| US7921621B2 (en) * | 2005-01-27 | 2011-04-12 | Stefan Krestel | Support-type component that is composed of individual sections |
-
1911
- 1911-03-17 US US61516711A patent/US1013698A/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3059380A (en) * | 1959-09-28 | 1962-10-23 | Henry T Holsman | Block wall reinforcement |
| US3351367A (en) * | 1965-12-20 | 1967-11-07 | Lennox Ind Inc | Corner lock construction |
| US7921621B2 (en) * | 2005-01-27 | 2011-04-12 | Stefan Krestel | Support-type component that is composed of individual sections |
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