CA2548102A1 - Rod with octagonal core purpose-built for civil construction - Google Patents

Rod with octagonal core purpose-built for civil construction Download PDF

Info

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
Application number
CA002548102A
Other languages
French (fr)
Inventor
Toshio Amanuma
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.)
BMP Siderurgia SA
Original Assignee
Bmp Siderurgia S/A
Toshio Amanuma
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 Bmp Siderurgia S/A, Toshio Amanuma filed Critical Bmp Siderurgia S/A
Publication of CA2548102A1 publication Critical patent/CA2548102A1/en
Abandoned legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604Prismatic 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.
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).

Claims

CLAIM
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.
CA002548102A 2004-07-12 2005-03-17 Rod with octagonal core purpose-built for civil construction Abandoned CA2548102A1 (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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

Similar Documents

Publication Publication Date Title
US5207045A (en) Sheet metal structural member, construction panel and method of construction
US5809724A (en) Construction panel and method of constructing a level portion of a building
EP2365150B1 (en) Lost shuttering
JP2008150940A (en) Anti-rotational adhesive insert
JP5726590B2 (en) Connection structure of reinforced concrete beams or columns
KR200486454Y1 (en) A form reinforcement for concrete beam
US20090235609A1 (en) Rod with octagonal core purpose-built for civil construction
US5592848A (en) Method of simultaneously forming a pair of sheet metal structural members
JP5834376B1 (en) Construction method of wooden ramen structure
US1570814A (en) Reenforcing-bar support
JP7262193B2 (en) lightweight self-supporting wall
US1774867A (en) Wall-board tack or staple
JP6429239B2 (en) Wooden ramen structure and reinforcing metal fitting for the wooden ramen structure
JP3133649U (en) Column structure
JP7033321B2 (en) Fence structure, fence material and how to build a fence
DE102017101205A1 (en) Device and method for thermal insulation of a solid wall of a building
EP1975334B1 (en) Prefabricated panel for wall construction
US20200407970A1 (en) Facade support system
CN109610872B (en) Reinforced concrete beam column joint edge reinforcing method
EP4183953B1 (en) Device for diatonic connection of two faces of a hollow box wall
US1380613A (en) Concrete-reinforcement
US1028559A (en) Soffit-clip.
JP6515120B2 (en) Reinforcement method
US1285768A (en) Wall-stud.
KR200420025Y1 (en) Fastener

Legal Events

Date Code Title Description
EEER Examination request
FZDE Discontinued

Effective date: 20140318