CA2548102A1 - Rod with octagonal core purpose-built for civil construction - Google Patents
Rod with octagonal core purpose-built for civil construction Download PDFInfo
- Publication number
- CA2548102A1 CA2548102A1 CA002548102A CA2548102A CA2548102A1 CA 2548102 A1 CA2548102 A1 CA 2548102A1 CA 002548102 A CA002548102 A CA 002548102A CA 2548102 A CA2548102 A CA 2548102A CA 2548102 A1 CA2548102 A1 CA 2548102A1
- Authority
- CA
- Canada
- Prior art keywords
- rod
- octagonal
- civil construction
- built
- hangers
- 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.)
- Abandoned
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
Abstract
The object of this patent is an advance in the state of the art in the technique of manufacturing rods (2) aimed to be folded for the production of hangers (4) for the civil construction, the reinforced structures in particular, because it prevents the polygons generated in the folding of the hangers (4) form having non-co-planned edges as they are produced, which brings large savings to the process. The formation of hangers (4) with non-co-planned edges brings costs and delays to the civil construction, which are avoided with the use of the rod with octagonal core purpose-built for civil construction, object of this patent. Although the core of the rod with octagonal core purpose-built for civil construction is octagonal, according to the Figure 8, its specific section is an octagonal structure, formed due to the corrugated material with which the rod (2) is made, according to Figure 9.
Description
"ROD WITH OCTAGONAL CORE PURPOSE-BUILT FOR CIVIL
CONSTRUCTION."
State of the Art.
Since the civil construction adopted the reinforced concrete technology, the column manufacture has been being a hand-crafted process in which vertical boxes are set up containing long proper steel rods in their interior; these boxes are filled with cement mixed with water, sand and crushed stones, which the so-caned concrete is consisted of.
The figures 1,2 and 3 show this process and its stages.
In the figure 1, we can see the initial stage of the process, in which the steel rods (2) are placed vertically on any support (12) and they are kept in the position by their own stiffness or they are fastened with wires (3).
In the Figure 2, the rods are kept in position by the hangers (4), which may occur at any number, usually according to the structural project, and they are also made of the same steel as the rods are, and they are stuck to the rods by either welding or wire fastening.
The Figure 3 is a general frontal view of a pillar (5) which is being built and at this stage it is wrapped in a wooden mold (6), whose frontal part has been omitted in order to reveal the inside of the pillar, which will be removed when the concrete that will be placed in its interior is cured.
The hangers (4) usually have a gauge which is smaller than that of the main ironwork and they are obtained by (heir own cutting and folding at the proper dimensions and shapes, according to Figure 4, where we can see the hanger from an upper view, here in a rectangular shape; it may take other polygonal shapes, though, such as that of a square, a triangle, a hexagon, etc.
The raw material offered by the market to be used as rods usually has the specific section (7), showed in the Figure 5, called rounded core rod, and the specific surface (8), showed in the Figure 6, known as corrugated surtace.
These specific shape and surface are intended to increase the contact area and the adhesion of the rod steel (2) and hangers (4) with the concrete, raising the whole resistance.
However, when the rods (2) are folded to make the hangers (4), due to the specific section of the material, the polygons (9) which are formed do not keep the edges at the same plan, according to Figure 7, as the specific profile of the rounded core gets deformed in angles which are different from those expected.
CONSTRUCTION."
State of the Art.
Since the civil construction adopted the reinforced concrete technology, the column manufacture has been being a hand-crafted process in which vertical boxes are set up containing long proper steel rods in their interior; these boxes are filled with cement mixed with water, sand and crushed stones, which the so-caned concrete is consisted of.
The figures 1,2 and 3 show this process and its stages.
In the figure 1, we can see the initial stage of the process, in which the steel rods (2) are placed vertically on any support (12) and they are kept in the position by their own stiffness or they are fastened with wires (3).
In the Figure 2, the rods are kept in position by the hangers (4), which may occur at any number, usually according to the structural project, and they are also made of the same steel as the rods are, and they are stuck to the rods by either welding or wire fastening.
The Figure 3 is a general frontal view of a pillar (5) which is being built and at this stage it is wrapped in a wooden mold (6), whose frontal part has been omitted in order to reveal the inside of the pillar, which will be removed when the concrete that will be placed in its interior is cured.
The hangers (4) usually have a gauge which is smaller than that of the main ironwork and they are obtained by (heir own cutting and folding at the proper dimensions and shapes, according to Figure 4, where we can see the hanger from an upper view, here in a rectangular shape; it may take other polygonal shapes, though, such as that of a square, a triangle, a hexagon, etc.
The raw material offered by the market to be used as rods usually has the specific section (7), showed in the Figure 5, called rounded core rod, and the specific surface (8), showed in the Figure 6, known as corrugated surtace.
These specific shape and surface are intended to increase the contact area and the adhesion of the rod steel (2) and hangers (4) with the concrete, raising the whole resistance.
However, when the rods (2) are folded to make the hangers (4), due to the specific section of the material, the polygons (9) which are formed do not keep the edges at the same plan, according to Figure 7, as the specific profile of the rounded core gets deformed in angles which are different from those expected.
Such situation raises the cost and lengthens the timespan of the constructions, for two workers are usually needed to fasten the rods with wire in order to have the edges at the same plan again.
ADVANCE IN THE STATE OF THE ART UNDERTAKEN BY THIS PATENT
The ROD WITH OCTAGONAL CORE PURPOSE-BUILT FOR CIVIL
CONSTRUCTION, object of this patent, due to the octagonal profile of its core, makes itself as it is folded, either manually or industrially, not to form angles which make the hanger have the edges at distinct plans.
ILLUSTRATIONS AND EXPLANATIONS ON THE OBJECT OF THIS PATENT
The Figure 8 shows the octagonal profile (10) of the ROD WITH OCTAGONAL
CORE PURPOSE-BUILT FOR CIVIL CONSTRUCTION (1) and the Figure 9 shows its specific section (11), derived from its specific corrugated surface.
The Figure 10 shows the system of the forces applied when folding the rods, from any profile of the section, both manually and industrially: - the rod (2) is placed in the correct position on the folding bolt by the fasteners (12) and (12 A); at this point it gets folded by the action of the force (14).
The Figure 11 shows, in a frontal view, the results which are obtained;
although the expected results are those of the straight defined by the points ABD, in the practice, folds which are distributed statistically by the angles formed by the straights ABC and ABE are obtained, and it is evident that in the formation of a squared-shaped hanger (4), four random dispersions like these are added, so that the hanger (4) does not result in co-planned, with the consequences which were pointed out.
The reason is obvious : -when it comes to folding a disc-like profile rod (2), the resistance against the fold force is the same in any direction due to the equality of the diameters; as to the octagonal profile rod (2), due to the parallelism of the opposite sides of such a polygon, the rod gets firm and correctly positioned on the folding bolt (13) by the fasteners (12) and (12 A), according to Figure 12, and the area of the cut H...I, which corresponds to the polygon apothems, is smaller than F...G, which corresponds to its diagonals and is, thus, the area with the smallest resistance to the effort and it is where the fold effectively occurs, resulting in co-planned hangers (4).
ADVANCE IN THE STATE OF THE ART UNDERTAKEN BY THIS PATENT
The ROD WITH OCTAGONAL CORE PURPOSE-BUILT FOR CIVIL
CONSTRUCTION, object of this patent, due to the octagonal profile of its core, makes itself as it is folded, either manually or industrially, not to form angles which make the hanger have the edges at distinct plans.
ILLUSTRATIONS AND EXPLANATIONS ON THE OBJECT OF THIS PATENT
The Figure 8 shows the octagonal profile (10) of the ROD WITH OCTAGONAL
CORE PURPOSE-BUILT FOR CIVIL CONSTRUCTION (1) and the Figure 9 shows its specific section (11), derived from its specific corrugated surface.
The Figure 10 shows the system of the forces applied when folding the rods, from any profile of the section, both manually and industrially: - the rod (2) is placed in the correct position on the folding bolt by the fasteners (12) and (12 A); at this point it gets folded by the action of the force (14).
The Figure 11 shows, in a frontal view, the results which are obtained;
although the expected results are those of the straight defined by the points ABD, in the practice, folds which are distributed statistically by the angles formed by the straights ABC and ABE are obtained, and it is evident that in the formation of a squared-shaped hanger (4), four random dispersions like these are added, so that the hanger (4) does not result in co-planned, with the consequences which were pointed out.
The reason is obvious : -when it comes to folding a disc-like profile rod (2), the resistance against the fold force is the same in any direction due to the equality of the diameters; as to the octagonal profile rod (2), due to the parallelism of the opposite sides of such a polygon, the rod gets firm and correctly positioned on the folding bolt (13) by the fasteners (12) and (12 A), according to Figure 12, and the area of the cut H...I, which corresponds to the polygon apothems, is smaller than F...G, which corresponds to its diagonals and is, thus, the area with the smallest resistance to the effort and it is where the fold effectively occurs, resulting in co-planned hangers (4).
Claims
1. "ROD WITH OCTAGONAL CORE PURPOSE-BUILT FOR CIVIL
CONSTRUCTION", characterized by forming co-planned polygons when submitted to the folding process in order to form hangers (4), having a core with an octagonal profile (10) and its specific section for being an octagonal structure as a result of the surface formed by the corrugated material with which the rod (2) is made.
CONSTRUCTION", characterized by forming co-planned polygons when submitted to the folding process in order to form hangers (4), having a core with an octagonal profile (10) and its specific section for being an octagonal structure as a result of the surface formed by the corrugated material with which the rod (2) is made.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BRPI0403995-5A BRPI0403995A (en) | 2004-07-12 | 2004-07-12 | octagonal rebar with construction core |
BRPI0403995-5 | 2004-07-12 | ||
PCT/BR2005/000050 WO2006005145A1 (en) | 2004-07-12 | 2005-03-17 | Rod with octagonal core purpose-built for civil construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CA2548102A1 true CA2548102A1 (en) | 2006-01-19 |
Family
ID=36046307
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA002548102A Abandoned CA2548102A1 (en) | 2004-07-12 | 2005-03-17 | Rod with octagonal core purpose-built for civil construction |
Country Status (13)
Country | Link |
---|---|
US (1) | US20090235609A1 (en) |
EP (1) | EP1812663A1 (en) |
JP (1) | JP2008506055A (en) |
CN (1) | CN1906365A (en) |
AR (1) | AR055247A1 (en) |
AU (1) | AU2005256116A1 (en) |
BR (1) | BRPI0403995A (en) |
CA (1) | CA2548102A1 (en) |
CR (1) | CR7892A (en) |
MX (1) | MXPA06011263A (en) |
PA (1) | PA8639101A1 (en) |
UY (1) | UY28973A1 (en) |
WO (1) | WO2006005145A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102680396B (en) * | 2012-05-21 | 2014-02-19 | 上海交通大学 | Device with stirrup and for testing binding force of reinforcing steel bar and concrete |
CN103758285A (en) * | 2013-12-24 | 2014-04-30 | 陈胜民 | Elliptical-rhombic efficient high-strength threaded reinforcing steel bar and use method thereof |
TWI767325B (en) * | 2020-09-14 | 2022-06-11 | 莊玉涵 | Non-same-face hook-enhanced double-tie reinforcement method that can improve column axial force and column toughness, finished products built with this method, and tie bars used for this method |
Family Cites Families (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1311864A (en) * | 1919-07-29 | Reintorcibtg-bab | ||
GB190802317A (en) * | 1908-02-01 | 1909-04-01 | William Hervey Brown | Improvements in and relating to Reinforced Concrete Structures. |
US1364182A (en) * | 1918-04-08 | 1921-01-04 | Lackawanna Steel Co | Reinforcing-bar for concrete |
US1514806A (en) * | 1922-12-01 | 1924-11-11 | Donner Steel Company Inc | Reenforcing bar for concrete construction |
US1980668A (en) * | 1932-01-20 | 1934-11-13 | Davis Charles Stratton | Reenforcing bar for concrete |
BE559531A (en) * | 1956-07-26 | |||
LU35334A1 (en) * | 1956-08-02 | |||
GB868077A (en) * | 1956-09-05 | 1961-05-17 | Tor Isteg Steel Corp | Improvements in or relating to reinforcement rods for concrete work |
NL301121A (en) * | 1962-11-29 | |||
GB1076548A (en) * | 1965-03-17 | 1967-07-19 | Tor Isteg Steel Corp | Reinforcing rods for concrete |
US3367084A (en) * | 1965-06-14 | 1968-02-06 | Gateway Erectors Inc | Load bearing reinforced concrete structure |
CH478969A (en) * | 1966-05-10 | 1969-09-30 | Heierli Walter Dipl Ing | Use of reinforced concrete components |
US3604180A (en) * | 1968-02-09 | 1971-09-14 | Florida Wire & Cable | Spacer element for a reinforcing member |
US3692446A (en) * | 1971-02-11 | 1972-09-19 | Research Corp | Apparatus for forming and lifting multi-story columns in one story increments |
JPS55159072A (en) * | 1979-05-29 | 1980-12-10 | Masayuki Kida | Method of constructing reinforced concrete structure |
GB2126141B (en) * | 1982-07-23 | 1986-03-19 | Simes Senco Sa | Process for tying crossing elements |
JPS6095053A (en) * | 1983-10-28 | 1985-05-28 | 住友金属工業株式会社 | Large diameter profile rod steel and iron skeletal material comprising the same |
DE3517638A1 (en) * | 1985-05-15 | 1986-11-20 | Ulrich Dr.Ing. e.h. Dr.Ing. 8000 München Finsterwalder | THREADED ROD |
JPS63138052A (en) * | 1986-12-01 | 1988-06-10 | 三菱レイヨン株式会社 | Rod material made of fiber reinforced resin |
US4791772A (en) * | 1987-05-01 | 1988-12-20 | Potucek Frank R | Concrete reinforcing bar support |
US5185920A (en) * | 1989-08-03 | 1993-02-16 | Jasime Aguilo | Installation and method for carrying out metallic reinforcements |
US5152118A (en) * | 1990-08-13 | 1992-10-06 | Richmond Screw Anchor Co., Inc. | Couplings for concrete reinforcement bars |
US5181359A (en) * | 1990-10-22 | 1993-01-26 | Square Grip Limited | Shearhead reinforcement |
US5119614A (en) * | 1991-01-28 | 1992-06-09 | Superior Precast | Concrete post reinforcing apparatus |
JP2656900B2 (en) * | 1994-01-25 | 1997-09-24 | 俊雄 竹本 | REINFORCED CONCRETE STRUCTURE FOR REINFORCED CONCRETE STRUCTURE AND REINFORCED CONCRETE STRUCTURE USING THE SAME |
US6503434B1 (en) * | 1996-05-14 | 2003-01-07 | Stanley Mayer | Method for manufacturing reinforced concrete |
GR1002860B (en) * | 1997-01-03 | 1998-02-12 | Antiseismic spirals for structures. | |
US6240688B1 (en) * | 1997-12-12 | 2001-06-05 | Bradley S. Dressler | Holder for adjustable positioning of reinforcing rods |
SG109413A1 (en) * | 1999-10-14 | 2005-03-30 | Natsteel Asia Pte Ltd | Collapsible cage |
-
2004
- 2004-07-12 BR BRPI0403995-5A patent/BRPI0403995A/en not_active Application Discontinuation
-
2005
- 2005-03-17 JP JP2007520619A patent/JP2008506055A/en active Pending
- 2005-03-17 WO PCT/BR2005/000050 patent/WO2006005145A1/en active Application Filing
- 2005-03-17 CN CNA2005800016615A patent/CN1906365A/en active Pending
- 2005-03-17 EP EP05731651A patent/EP1812663A1/en not_active Ceased
- 2005-03-17 MX MXPA06011263A patent/MXPA06011263A/en active IP Right Grant
- 2005-03-17 AU AU2005256116A patent/AU2005256116A1/en not_active Abandoned
- 2005-03-17 CA CA002548102A patent/CA2548102A1/en not_active Abandoned
- 2005-03-17 US US11/628,571 patent/US20090235609A1/en not_active Abandoned
- 2005-06-20 UY UY28973A patent/UY28973A1/en not_active Application Discontinuation
- 2005-07-01 CR CR7892A patent/CR7892A/en unknown
- 2005-07-08 PA PA20058639101A patent/PA8639101A1/en unknown
- 2005-08-30 AR ARP050103616A patent/AR055247A1/en unknown
Also Published As
Publication number | Publication date |
---|---|
AR055247A1 (en) | 2007-08-15 |
MXPA06011263A (en) | 2007-03-08 |
JP2008506055A (en) | 2008-02-28 |
CN1906365A (en) | 2007-01-31 |
PA8639101A1 (en) | 2006-05-16 |
WO2006005145A1 (en) | 2006-01-19 |
AU2005256116A1 (en) | 2006-04-13 |
UY28973A1 (en) | 2006-01-31 |
EP1812663A1 (en) | 2007-08-01 |
AU2005256116A8 (en) | 2008-08-28 |
BRPI0403995A (en) | 2006-02-21 |
US20090235609A1 (en) | 2009-09-24 |
CR7892A (en) | 2008-12-08 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EEER | Examination request | ||
FZDE | Discontinued |
Effective date: 20140318 |