WO2013150668A1 - Reinforcement assembly and shear reinforcing bars used for reinforced concrete structure - Google Patents
Reinforcement assembly and shear reinforcing bars used for reinforced concrete structure Download PDFInfo
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- WO2013150668A1 WO2013150668A1 PCT/JP2012/072338 JP2012072338W WO2013150668A1 WO 2013150668 A1 WO2013150668 A1 WO 2013150668A1 JP 2012072338 W JP2012072338 W JP 2012072338W WO 2013150668 A1 WO2013150668 A1 WO 2013150668A1
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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
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
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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
- E04C5/01—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
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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
- E04C5/01—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
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
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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
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
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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
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
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Abstract
Description
柱や梁等の長尺のコンクリート構造体を例にとると、上記剪断補強筋が鉄筋組立体の最も外側に配置されており、これら剪断補強筋の外周と上記コンクリート面との間の距離がコンクリートのかぶり厚さとなる。 In the above-described reinforced concrete structure, it is strictly required by building standards that the thickness of the concrete cover be equal to or more than a specified value. This cover thickness corresponds to the distance between the concrete surface and the part of the rebar assembly closest to the concrete surface.
For example, in the case of a long concrete structure such as a column or a beam, the shear reinforcing bars are disposed at the outermost side of the reinforcing bar assembly, and the distance between the outer periphery of the shear reinforcing bars and the concrete surface is It becomes cover thickness of concrete.
規定以上のかぶり厚さを確保しつつ、コンクリート断面積の低減や主筋の外方向への偏移を実現するためには、剪断補強筋の径を縮小するしか手段が無いが、そうすると、剪断補強筋の断面積の減少を招き、剪断補強筋の本来の役割を担うことができなくなる。また、この剪断補強筋の断面積の減少を補うために剪断補強筋の配筋ピッチを短くし剪断補強筋の数を増やすと、コンクリートの充填不良を招くとともに部品点数の増大を招く。 As described above, since it is strictly required to secure a cover thickness exceeding the specified value, the cross-sectional area of concrete is reduced, or the main bars are shifted outward (in a direction away from the central axis of the reinforced concrete structure). There are limitations in increasing the strength of reinforced concrete structures.
In order to achieve a reduction in the cross-sectional area of the concrete and an outward shift of the main bars while ensuring a cover thickness exceeding the specified thickness, the only way is to reduce the diameter of the shear reinforcement bars, but doing so results in shear reinforcement. This leads to a reduction in the cross-sectional area of the muscle and makes it impossible to play the original role of the shear reinforcement. In addition, if the arrangement pitch of shear reinforcement bars is shortened and the number of shear reinforcement bars is increased in order to compensate for the reduction in the cross-sectional area of the shear reinforcement bars, the filling failure of concrete is caused and the number of parts is increased.
上記構成によれば、鉄筋が扁平な断面形状を有し、その断面形状の短軸方向がコンクリート面と直交するため、鉄筋の断面積を十分に確保しつつコンクリート面と直交する方向の鉄筋寸法を減じることができる。その結果、コンクリートかぶり厚さを十分に確保しつつ、コンクリートの断面形状においてコンクリート面と直交する方向の寸法を減じたり、鉄筋コンクリート構造体の全体の強度を向上させることができる鉄筋組立体の配筋構造を採用することができる。 The present invention has been made to solve the above problems, and in a rebar assembly used in a reinforced concrete structure and embedded in concrete, the rebar assembly includes a rebar having a flat cross-sectional shape, and the flat The cross-sectional reinforcing bar extends along the surface of the concrete, and is characterized in that the minor axis direction of the cross-sectional shape is disposed to be orthogonal to the surface of the concrete.
According to the above configuration, since the reinforcing bar has a flat cross-sectional shape, and the short axis direction of the cross-sectional shape is orthogonal to the concrete surface, the reinforcing bar dimension in the direction orthogonal to the concrete surface while sufficiently securing the cross-sectional area of the reinforcing bar Can be reduced. As a result, in the cross-sectional shape of the concrete, the dimension in the direction orthogonal to the concrete surface can be reduced while securing the concrete cover thickness sufficiently, and the reinforcement of the reinforcing bar assembly can improve the overall strength of the reinforced concrete structure. The structure can be adopted.
上記構成によれば、コンクリートかぶり厚さを十分に確保しつつ、コンクリート断面積を減じたり、主筋を外方向に偏移させて全体の強度を高めることができる。また、上記剪断補強筋の曲げ加工がし易い。 One aspect of the present invention is a rebar assembly for use in the above-described reinforced concrete structure extending linearly, comprising: a plurality of main bars extending in a straight line in the longitudinal direction of the reinforced concrete structure in parallel with each other; And an annular or helical shear reinforcement bar spaced longitudinally and surrounding the main bars, the shear reinforcement bars being disposed on the outermost side of the rebar assembly; It consists of a reinforcing bar with a flat cross-sectional shape, and is bent so that a pair of surfaces facing in the minor axis direction are inside and outside.
According to the above configuration, it is possible to reduce the cross-sectional area of the concrete or shift the main bars outward to increase the overall strength while sufficiently securing the thickness of the concrete cover. In addition, it is easy to bend the shear reinforcement bars.
上記構成では、上記継手を囲む追加の剪断補強筋は、継手の厚み分だけコンクリート面に近づくが、この剪断補強筋が扁平な断面形状の鉄筋からなり、その断面形状の短軸方向がコンクリート面と直交するので、この追加の剪断補強筋の断面積を減じることなくコンクリートかぶり厚さを確保することができる。 Another aspect of the present invention is a rebar assembly for use in the above-described reinforced concrete structure extending linearly, comprising: a plurality of main bars extending in a straight line in the longitudinal direction of the reinforced concrete structure in parallel with each other; And an annular or spiral shear reinforcing bar arranged at intervals in the longitudinal direction of the frame and surrounding the main bars, and further, a cylindrical shape for connecting the main bars arranged in a straight line. And an additional shear reinforcing bar disposed to surround the joint, at least the additional shear reinforcing bar being made of the flat cross-sectional reinforcing bar, and a pair of faces facing in the minor axis direction Are bent to be inside and outside.
In the above configuration, the additional shear reinforcement bar surrounding the joint approaches the concrete surface by the thickness of the joint, but the shear reinforcement bar is made of rebar having a flat cross-sectional shape, and the short axis direction of the cross-sectional shape is the concrete surface And orthogonal to that, it is possible to secure a concrete cover thickness without reducing the cross-sectional area of this additional shear reinforcement.
上記構成によれば、コンクリートかぶり厚さを確保しつつ、コンクリート面間の厚さを減じることができる。 In still another aspect of the present invention, a reinforcing bar assembly used in a reinforced concrete structure having a pair of flat concrete surfaces which extend in a plane and are parallel to each other, and which is disposed on a plane parallel to the pair of concrete surfaces. A plurality of first lines and a plurality of second lines orthogonal to each other, at least one of the first lines and the second lines being made of the reinforcing bar having the flat cross-sectional shape, and its short axis direction Is orthogonal to the concrete surface.
According to the above configuration, the thickness between the concrete surfaces can be reduced while securing the thickness of the concrete cover.
上記構成によれば、コンクリートかぶり厚さを確保するために斜め筋を配筋した分だけコンクリート面間の厚さを増大させる必要が生じるが、斜め筋として扁平な断面形状の鉄筋を用いることにより、この厚さ増大を抑制することができる。 In still another aspect of the present invention, it is used in a reinforced concrete structure having a pair of flat concrete surfaces which extend in a plane and are parallel to each other and an opening penetrating between the concrete surfaces, and is parallel to the pair of concrete surfaces. A rebar assembly disposed on a plane, comprising: a plurality of first and a plurality of second bars orthogonal to each other, and inclined with respect to the first and second bars so as to surround the opening And a plurality of diagonal bars arranged in at least the diagonal bars, and at least the diagonal bars are made of the reinforcing bar having the flat cross-sectional shape, and the minor axis direction is orthogonal to the concrete surface.
According to the above configuration, it is necessary to increase the thickness between the concrete surfaces by the amount of arranging the diagonal bars in order to secure the thickness of the concrete cover, but by using a reinforcing bar with a flat cross-sectional shape as the diagonal bars This thickness increase can be suppressed.
上記構成によれば、剪断補強筋の曲げ加工を容易に行うことができる。 Furthermore, in the present invention, in a shear reinforcement bar which is placed between a plurality of parallel parallel, linearly extending main bars or arranged so as to surround these main bars, the reinforcing bars consist of reinforcing bars having a flat cross-sectional shape, and the cross-sectional shape It is characterized in that it is bent so that a pair of faces facing in the direction of the minor axis of the frame are inside and outside.
According to the above configuration, bending of the shear reinforcement bar can be easily performed.
この構成によれば、剪断補強筋を歪むことなく一平面上で曲げることができる。 The shear reinforcing bar preferably includes a base and a rib formed on the outer periphery of the base, and the profile of the cross-sectional shape of the base includes a pair of straight portions facing in the short axis direction.
According to this configuration, the shear reinforcing bars can be bent in one plane without distortion.
これによれば、縦リブが支障にならずに、より一層良好に曲げ加工をすることができる。 More preferably, the ribs extend in the longitudinal direction of the shear reinforcing bars and a pair of longitudinal ribs facing the long axis direction of the flat cross-sectional shape, and a transverse extending between the longitudinal ribs and extending in a direction intersecting the longitudinal ribs Includes a rib.
According to this, it is possible to perform the bending process more satisfactorily without causing any trouble in the longitudinal rib.
上記一対の平坦面11aは、基部11の断面形状の輪郭における一対の直線部を提供する。 In the present embodiment, the reinforcing
The pair of
上記横リブ13は、基部11の平坦面11aに沿って延びる均一高さの直線部と、この直線部に連なり円弧面11bに沿って延びる湾曲部とを有しており、この湾曲部の端は上記縦リブ12に連なっている。 The pair of
The
上記主筋24には、縦リブと横リブを有する通常の異形鉄筋を用いてもよいし、ネジ節を有する鉄筋(ネジ鉄筋)を用いてもよい。 The reinforcing
The
図5に示す第2実施形態の柱21では、フープ筋10Bが鉄筋10の両端部を溶接せずに折り曲げてフック部10c(掛け渡し部)を形成し、これらフック部10cを1つの主筋24に掛けるようにしたものである。フープ筋10Bの角部10b及びフック部10cでの折り曲げ方は第1実施形態と同様であり、短軸X方向に対峙する一対の面11a,11aが外側と内側になるように折り曲げる。 Hereinafter, other embodiments of the present invention will be described. In these embodiments, components corresponding to the preceding embodiments are assigned the same reference numerals and detailed explanations thereof will be omitted.
In the
別の観点から見ると、かぶり厚さTを確保するためにフープ筋10Dの断面積を減じずに済み、断面積減少を補うためにフープ筋10Dを増やして配筋ピッチを縮めずに済む。具体的には、フープ筋10Dをフープ筋36と同程度のピッチにすることができる。
第4実施形態において、フープ筋36をも扁平な断面形状の鉄筋10で形成してもよい。 Hoop bars 36 surrounding the
From another point of view, it is not necessary to reduce the cross-sectional area of the
In the fourth embodiment, the hoop bars 36 may also be formed by reinforcing
また、第4実施形態の梁の構造を柱に適用することもできる。 The pillar structures of the first to third embodiments can be applied to horizontally linearly extending beams.
Also, the beam structure of the fourth embodiment can be applied to a column.
これにより、コンクリートかぶり厚さTを確保し、かつ鉄筋組立体43間のコンクリート充填スペースを十分に確保しつつ、壁42の厚さを減じることができる。別の見方をすれば、壁42の厚さを変えずに、コンクリートかぶり厚さTを増大させたりコンクリート充填スペースを増大させることができる。 The flat reinforcing
Thereby, the thickness of the
この開口41aを囲むようにして、左右に追加の垂直筋10E’、上下に追加の水平筋10F’が配置されるとともに、4本の斜め筋10Gが配置されている。 In the sixth embodiment shown in FIGS. 10 and 11, the present invention is applied to a reinforced
As the
扁平な断面形状の鉄筋は、断面形状が楕円であってもよい。 The present invention is not limited to the above embodiment, and various forms can be adopted. For example, the rebar having a flat cross-sectional shape may have a shape obtained by crushing a threaded rebar.
The reinforcing bar having a flat cross-sectional shape may have an elliptical cross-sectional shape.
図9~13の実施形態において、第1筋と第2筋のうちのいずれか一方だけを扁平な断面形状の鉄筋で構成してもよい。
図10、図11の実施形態において、斜め筋だけを扁平な断面形状の鉄筋で構成してもよい。
図9~図11に示す鉄筋コンクリート構造体の構造は、天井スラブや床スラブに適用してもよい。 The cross section of the reinforced concrete column may be polygonal or circular. In the case of a circle, the hoop bar is bent so that the planar shape is circular.
In the embodiment of FIGS. 9 to 13, only one of the first and second bars may be formed of a reinforcing bar having a flat cross-sectional shape.
In the embodiment of FIGS. 10 and 11, only the diagonal bars may be formed of reinforcing bars having a flat cross-sectional shape.
The structures of reinforced concrete structures shown in FIGS. 9 to 11 may be applied to ceiling slabs and floor slabs.
Claims (9)
- 鉄筋コンクリート構造体に用いられコンクリートに埋設される鉄筋組立体において、この鉄筋組立体が扁平な断面形状の鉄筋を含み、この扁平な断面形状の鉄筋は、コンクリートの面に沿って延び、その断面形状の短軸方向が当該コンクリートの面と直交するように配置されていることを特徴とする鉄筋組立体。 In a rebar assembly used in a reinforced concrete structure and embedded in concrete, the rebar assembly includes a rebar having a flat cross-sectional shape, the rebar having a flat cross-sectional shape extends along a surface of the concrete, and the cross-sectional shape A rebar assembly characterized in that the minor axis direction of the is disposed orthogonal to the surface of the concrete.
- 直線的に延びる上記鉄筋コンクリート構造体に用いられる請求項1に記載の鉄筋組立体であって、
互いに平行をなして上記鉄筋コンクリート構造体の長手方向に直線的に延びる複数の主筋と、これら主筋の長手方向に間隔をおいて配置されるとともにこれら主筋を囲うようにして配された環状または螺旋状の剪断補強筋とを備え、
上記剪断補強筋が上記鉄筋組立体の最も外側に配置され、上記扁平な断面形状の鉄筋からなり、その短軸方向に向き合う一対の面が内側と外側になるように曲げられていることを特徴とする鉄筋組立体。 The rebar assembly according to claim 1, used for the reinforced concrete structure extending linearly,
A plurality of main bars extending in a straight line in the longitudinal direction of the reinforced concrete structure parallel to each other, and an annular or spiral shape spaced apart in the longitudinal direction of the main bars and disposed so as to surround these main bars Equipped with shear reinforcement bars,
The shear reinforcing bars are disposed at the outermost side of the reinforcing bar assembly, and are formed of reinforcing bars having the flat cross-sectional shape, and a pair of surfaces facing in the minor axis direction are bent so as to be inside and outside. Rebar assembly to be. - 直線的に延びる上記鉄筋コンクリート構造体に用いられる請求項1に記載の鉄筋組立体であって、
互いに平行をなして上記鉄筋コンクリート構造体の長手方向に直線的に延びる複数の主筋と、これら主筋の長手方向に間隔をおいて配置されるとともにこれら主筋を囲うようにして配された環状または螺旋状の剪断補強筋とを備え、
さらに、一直線上に配された上記主筋同士を連結する筒形状の継手と、この継手を囲うようにして配置された追加の剪断補強筋とを備え、
少なくとも上記追加の剪断補強筋は上記扁平な断面形状の鉄筋からなり、その短軸方向に向き合う一対の面が内側と外側になるように曲げられていることを特徴とする鉄筋組立体。 The rebar assembly according to claim 1, used for the reinforced concrete structure extending linearly,
A plurality of main bars extending in a straight line in the longitudinal direction of the reinforced concrete structure parallel to each other, and an annular or spiral shape spaced apart in the longitudinal direction of the main bars and disposed so as to surround these main bars Equipped with shear reinforcement bars,
And a cylindrical joint connecting the main bars arranged in a straight line, and an additional shear reinforcing bar disposed to surround the joint,
A rebar assembly characterized in that at least the additional shear reinforcement comprises the rebar having the flat cross-sectional shape, and a pair of surfaces facing in the minor axis direction are inside and outside. - 平面的に広がるとともに互いに平行をなす一対の平坦なコンクリート面を有する鉄筋コンクリート構造体に用いられ、上記一対のコンクリート面と平行な平面上に配置される請求項1に記載の鉄筋組立体であって、
互いに直交する複数の第1筋と複数の第2筋とを備え、
上記第1筋と第2筋の少なくともいずれか一方が上記扁平な断面形状の鉄筋からなり、その短軸方向が上記コンクリート面と直交していることを特徴とする鉄筋組立体。 2. The rebar assembly according to claim 1, wherein the rebar assembly according to claim 1 is used in a reinforced concrete structure having a pair of flat concrete surfaces which extend in a plane and are parallel to each other and is disposed on a plane parallel to the pair of concrete surfaces. ,
A plurality of first muscles and a plurality of second muscles orthogonal to each other,
A rebar assembly characterized in that at least one of the first and second bars is made of the rebar having the flat cross-sectional shape, and the minor axis direction is orthogonal to the concrete surface. - 平面的に広がるとともに互いに平行をなす一対の平坦なコンクリート面とこれらコンクリート面間を貫通する開口を有する鉄筋コンクリート構造体に用いられ、上記一対のコンクリート面と平行な平面上に配置される請求項1に記載の鉄筋組立体であって、
互いに直交する複数の第1筋と複数の第2筋とを備えるとともに、これら第1筋および第2筋に対して傾斜し上記開口を囲むように配置された複数の斜め筋とを備え、
少なくとも上記斜め筋が上記扁平な断面形状の鉄筋からなり、その短軸方向が上記コンクリート面と直交していることを特徴とする鉄筋組立体。 It is used for a reinforced concrete structure having a pair of flat concrete surfaces which extend in a plane and are parallel to each other and an opening penetrating between the concrete surfaces, and is disposed on a plane parallel to the pair of concrete surfaces. The rebar assembly described in
A plurality of first lines and a plurality of second lines orthogonal to each other, and a plurality of oblique lines arranged to be inclined with respect to the first and second lines and surround the opening;
A rebar assembly characterized in that at least the oblique bars are made of the rebar having the flat cross-sectional shape, and the short axis direction is orthogonal to the concrete surface. - 請求項1~5のいずれかに記載の鉄筋組立体を上記コンクリートに埋め込んでなる鉄筋コンクリート構造体。 A reinforced concrete structure obtained by embedding the reinforcing bar assembly according to any one of claims 1 to 5 in the concrete.
- 互いに平行をなして直線的に延びる複数の主筋間に掛け渡され又はこれら主筋を囲うように配置される剪断補強筋において、
扁平な断面形状を有する鉄筋からなり、その断面形状の短軸方向に向き合う一対の面が内側と外側になるように曲げられていることを特徴とする剪断補強筋。 In a shear reinforcement muscle which is placed between or surrounded by a plurality of linearly extending parallel bars in parallel with each other,
A shear reinforcing bar comprising a reinforcing bar having a flat cross-sectional shape and being bent so that a pair of surfaces facing in the minor axis direction of the cross-sectional shape are on the inside and the outside. - 基部とこの基部の外周に形成されたリブとを有し、この基部の断面形状の輪郭が、上記短軸方向に向き合う一対の直線部を有していることを特徴とする請求項7に記載の剪断補強筋。 A base and a rib formed on the outer periphery of the base, wherein the profile of the cross-sectional shape of the base has a pair of straight portions facing in the short axis direction. Shear reinforcement bars.
- 上記リブは、剪断補強筋の長手方向に延びるとともに上記扁平な断面形状の長軸方向に向き合う一対の縦リブと、これら縦リブ間に形成され縦リブと交差する方向に延びる横リブを含むことを特徴とする請求項8に記載の剪断補強筋。 The rib includes a pair of longitudinal ribs extending in the longitudinal direction of the shear reinforcing bars and facing the long axis direction of the flat cross-sectional shape, and a transverse rib formed between the longitudinal ribs and extending in a direction intersecting the longitudinal ribs. The shear reinforcement bar according to claim 8, characterized in that.
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CN201280071344.0A CN104204377A (en) | 2012-04-02 | 2012-09-03 | Reinforcement assembly and shear reinforcing bars used for reinforced concrete structure |
KR20147030374A KR20150002715A (en) | 2012-04-02 | 2012-09-03 | Reinforcement assembly and shear reinforcing bars used for reinforced concrete structure |
JP2014508996A JP5719084B2 (en) | 2012-04-02 | 2012-09-03 | Reinforcement assemblies and shear reinforcements used in reinforced concrete structures |
SG11201404127QA SG11201404127QA (en) | 2012-04-02 | 2012-09-03 | Reinforcing bar assembly and shear reinforcement bar used for reinforced concrete structure |
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PCT/JP2012/072338 WO2013150668A1 (en) | 2012-04-02 | 2012-09-03 | Reinforcement assembly and shear reinforcing bars used for reinforced concrete structure |
Country Status (6)
Country | Link |
---|---|
JP (1) | JP5719084B2 (en) |
KR (1) | KR20150002715A (en) |
CN (1) | CN104204377A (en) |
SG (1) | SG11201404127QA (en) |
TW (1) | TW201344015A (en) |
WO (1) | WO2013150668A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20190203472A1 (en) * | 2018-01-03 | 2019-07-04 | Hsun-Jen Chuang | Double winding reinforcement method and product made by the same |
JP2019194396A (en) * | 2018-05-01 | 2019-11-07 | ランデス株式会社 | Box culvert |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107130739A (en) * | 2017-06-12 | 2017-09-05 | 姚圣法 | Suitable for the reinforcing bar of concrete |
CN107989187B (en) * | 2018-01-05 | 2024-01-09 | 上海欧本钢结构有限公司 | Mechanical connecting node of prefabricated reinforced concrete column and construction method of mechanical connecting node |
CN114293711A (en) * | 2021-08-06 | 2022-04-08 | 江苏森林建筑新材料股份有限公司 | Reinforced concrete member |
CN220377655U (en) * | 2021-08-06 | 2024-01-23 | 江苏森林建筑新材料股份有限公司 | Transverse steel bar for reinforced concrete member |
CN114319724A (en) * | 2021-08-06 | 2022-04-12 | 江苏森林建筑新材料股份有限公司 | Reinforced concrete member and transverse steel bar thereof |
KR102562488B1 (en) * | 2021-12-31 | 2023-08-01 | 동명대학교산학협력단 | Optimization improvement stirrup, reinforced concrete beam structure and construction method using the same |
Citations (3)
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JPS5151776Y2 (en) * | 1972-11-18 | 1976-12-11 | ||
JPH02304163A (en) * | 1989-05-19 | 1990-12-17 | Hokkai Koki Kk | Lateral reinforcing bar for reinforced concrete structure |
JP2010100991A (en) * | 2008-10-21 | 2010-05-06 | Takenaka Komuten Co Ltd | Bar arrangement structure of concrete structure member, and mechanical joint for use in the same |
Family Cites Families (5)
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JPH06229071A (en) * | 1993-02-04 | 1994-08-16 | Kajima Corp | Reinforcing bar and bar arrangement for reinforced concrete structure |
JP2002266473A (en) * | 1999-04-08 | 2002-09-18 | Purotekkusu:Kk | Bar arrangement structure of reinforced concrete member, reinforced concrete beam member and prefabricated reinforcement member |
JP5439234B2 (en) * | 2010-03-12 | 2014-03-12 | 東京鐵鋼株式会社 | Steel type indication method for deformed bar, deformed bar and shear reinforcement |
CN201762885U (en) * | 2010-06-10 | 2011-03-16 | 李有丰 | Shear steel bar structure used for ductile reinforced concrete shear wall |
CN102182317A (en) * | 2011-03-18 | 2011-09-14 | 北京华美科博科技发展有限公司 | Concrete spray steel mesh sandwich formwork cast-in-place shear wall construction method and shear wall |
-
2012
- 2012-09-03 JP JP2014508996A patent/JP5719084B2/en active Active
- 2012-09-03 KR KR20147030374A patent/KR20150002715A/en not_active Application Discontinuation
- 2012-09-03 SG SG11201404127QA patent/SG11201404127QA/en unknown
- 2012-09-03 WO PCT/JP2012/072338 patent/WO2013150668A1/en active Application Filing
- 2012-09-03 CN CN201280071344.0A patent/CN104204377A/en active Pending
-
2013
- 2013-01-16 TW TW102101673A patent/TW201344015A/en unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS5151776Y2 (en) * | 1972-11-18 | 1976-12-11 | ||
JPH02304163A (en) * | 1989-05-19 | 1990-12-17 | Hokkai Koki Kk | Lateral reinforcing bar for reinforced concrete structure |
JP2010100991A (en) * | 2008-10-21 | 2010-05-06 | Takenaka Komuten Co Ltd | Bar arrangement structure of concrete structure member, and mechanical joint for use in the same |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20190203472A1 (en) * | 2018-01-03 | 2019-07-04 | Hsun-Jen Chuang | Double winding reinforcement method and product made by the same |
US10584492B2 (en) * | 2018-01-03 | 2020-03-10 | Hsun-Jen Chuang | Double winding reinforcement method and product made by the same |
JP2019194396A (en) * | 2018-05-01 | 2019-11-07 | ランデス株式会社 | Box culvert |
Also Published As
Publication number | Publication date |
---|---|
SG11201404127QA (en) | 2014-10-30 |
TW201344015A (en) | 2013-11-01 |
KR20150002715A (en) | 2015-01-07 |
JP5719084B2 (en) | 2015-05-13 |
JPWO2013150668A1 (en) | 2015-12-17 |
CN104204377A (en) | 2014-12-10 |
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