JPH10231585A - Shear reinforcement - Google Patents
Shear reinforcementInfo
- Publication number
- JPH10231585A JPH10231585A JP9049868A JP4986897A JPH10231585A JP H10231585 A JPH10231585 A JP H10231585A JP 9049868 A JP9049868 A JP 9049868A JP 4986897 A JP4986897 A JP 4986897A JP H10231585 A JPH10231585 A JP H10231585A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- shear
- reinforcing
- main
- bar
- 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.)
- Pending
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】
【課題】 本発明は、施工効率の向上とコストの低減を
図ることができるせん断補強鉄筋を提供することを課題
とする。
【解決手段】 上記課題を解決するための手段として、
対向して配した主鉄筋又は配力鉄筋にせん断力を伝達
し、かつ座屈防止を図るためのせん断補強鉄筋におい
て、主鉄筋等に掛止した座屈防止鉄筋と、対向する主鉄
筋等の間に配置したせん断力伝達鉄筋とよりなることを
特徴した、せん断補強鉄筋を提供する。
(57) [Problem] To provide a shear reinforcing steel bar capable of improving construction efficiency and reducing cost. SOLUTION: As means for solving the above problems,
A shear reinforcing bar for transmitting shear force to a main reinforcing bar or a distributing reinforcing bar disposed opposite to each other and for preventing buckling, wherein a buckling preventing reinforcing bar hooked to a main reinforcing bar and a main reinforcing bar facing the same. Disclosed is a shear reinforcing reinforcing bar comprising a shear force transmitting reinforcing bar disposed therebetween.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、対向して配した主
鉄筋又は配力鉄筋にせん断力を伝達し、かつ座屈防止を
図るためのせん断補強鉄筋に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shear reinforcing bar for transmitting a shear force to a main reinforcing bar or a distribution reinforcing bar disposed opposite to each other and for preventing buckling.
【0002】[0002]
【従来の技術】従来、壁状構造物などの内部に配置され
る鉄筋は、縦横方向の主鉄筋又は配力鉄筋と、主鉄筋等
の間に掛渡したせん断補強鉄筋などから構成されてい
る。そして、せん断補強筋には、せん断力の伝達機能と
主鉄筋等の座屈防止機能が求められる。2. Description of the Related Art Conventionally, a reinforcing bar disposed inside a wall-like structure or the like is composed of a main reinforcing bar or a distribution reinforcing bar in the vertical and horizontal directions and a shear reinforcing bar extending between the main reinforcing bars and the like. . The shear reinforcement is required to have a function of transmitting shear force and a function of preventing buckling of the main reinforcing bars and the like.
【0003】従来のせん断補強鉄筋は、図9に示すよう
に、鋼棒aの一端にフック部b1を曲げ加工して、並設
された一方の主鉄筋c1等に引っ掛けた後、鋼棒aの他
端を現場で曲げ加工してフック部b2を形成し、他方の
主鉄筋c2等に引っ掛けるものが存在する。As shown in FIG. 9, a conventional reinforcing steel bar is formed by bending a hook portion b1 at one end of a steel bar a and hooking the hook portion b on one of the main reinforcing bars c1 and the like. Is bent at the site to form a hook portion b2, and the other end is hooked to the other main reinforcing bar c2 or the like.
【0004】また、図10に示すように、一端にねじ部
dを設けたフック状部材e1、e2を各主鉄筋c1、c
2等に引っ掛け、それらのねじ部dを、貫通ねじ孔を有
するカプラ−fで螺着連結するものも存在する。[0004] As shown in FIG. 10, hook-like members e1 and e2 having a threaded portion d at one end are connected to respective main reinforcing bars c1 and c.
There is also a hook that is hooked to the second and the like, and these screw portions d are screwed and connected by a coupler f having a through screw hole.
【0005】[0005]
【発明が解決しようとする課題】鋼棒aの両端にフック
部bを形成する場合は、現場において鉄筋を曲げ加工す
る手間を要し、施工効率が悪い。また、太径鉄筋を用い
る場合には曲げ加工が困難なこともある。When hook portions b are formed at both ends of a steel bar a, it takes time and labor to bend a reinforcing bar on site, and the construction efficiency is poor. In addition, when a large-diameter rebar is used, bending may be difficult.
【0006】一方、カプラ−fなどのメカニカルな継手
を用いて、二つのフック状部材eを連結する場合はコス
トが高くなる。また、連結する際に、下側のフック状部
材eを立てておく必要があるため、施工効率が悪く、作
業の安全性が損なわれるおそれがある。さらに、主鉄筋
等の間の幅が狭い場合には、カプラ−fの継手長が短く
なるため、二つのフック状部材eの継手強度を十分に確
保できない。On the other hand, when two hook-shaped members e are connected by using a mechanical joint such as a coupler f, the cost increases. In addition, since the lower hook-shaped member e needs to be set up at the time of connection, construction efficiency is poor, and work safety may be impaired. Further, when the width between the main reinforcing bars and the like is small, the joint length of the coupler f becomes short, so that the joint strength of the two hook-shaped members e cannot be sufficiently secured.
【0007】[0007]
【発明の目的】本発明は、上記のような問題点を解決す
るためになされたもので、施工効率の向上とコストの低
減を図ることができるせん断補強鉄筋を提供することを
目的とする。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problems, and an object of the present invention is to provide a shear reinforcing steel bar capable of improving construction efficiency and reducing costs.
【0008】[0008]
【課題を解決するための手段】上記課題を解決するため
の手段として、本発明は請求項1として、対向して配し
た主鉄筋又は配力鉄筋にせん断力を伝達し、かつ座屈防
止を図るためのせん断補強鉄筋において、主鉄筋等に掛
止した座屈防止鉄筋と、対向する主鉄筋等の間に配置し
たせん断力伝達鉄筋とよりなることを特徴した、せん断
補強鉄筋を提供する。As a means for solving the above-mentioned problems, the present invention, as a first aspect, transmits a shearing force to a main reinforcing bar or a distributing reinforcing bar disposed opposite to each other and prevents buckling. The present invention provides a shear reinforcing reinforcing bar characterized by comprising a buckling preventing reinforcing bar hooked on a main reinforcing bar and the like, and a shear force transmitting reinforcing bar arranged between opposing main reinforcing bars and the like.
【0009】また請求項2として、請求項1に記載のせ
ん断補強鉄筋において、座屈防止鉄筋はU字状に形成
し、主鉄筋等の外側から挟み込むように掛止させたこと
を特徴とする、せん断補強鉄筋を提供する。According to a second aspect of the present invention, in the shear reinforcing bar according to the first aspect, the buckling preventing reinforcing bar is formed in a U-shape and is hooked so as to be sandwiched from outside of the main reinforcing bar or the like. Providing shear reinforcement.
【0010】また請求項3として、請求項1に記載のせ
ん断補強鉄筋において、座屈防止鉄筋はコ字状に形成
し、主鉄筋等の複数本の鉄筋に亘って外側から挟み込む
ように掛止させたことを特徴とする、せん断補強鉄筋を
提供する。According to a third aspect of the present invention, in the shear reinforcing bar according to the first aspect, the buckling preventing reinforcing bar is formed in a U-shape, and is hooked from the outside over a plurality of reinforcing bars such as the main reinforcing bar. The present invention provides a shear reinforcing steel bar characterized by having
【0011】また請求項4として、請求項1に記載のせ
ん断補強鉄筋において、座屈防止鉄筋は、棒体の両端に
折り曲げて形成した掛止部を有し、これらの掛止部を対
向する主鉄筋等にそれぞれ掛止して主鉄筋等の間に掛け
渡したことを特徴とする、せん断補強鉄筋を提供する。According to a fourth aspect of the present invention, in the shear reinforcing bar according to the first aspect, the buckling prevention reinforcing bar has hooks formed by bending both ends of the rod body, and these hooks face each other. A shear reinforcing bar is provided, which is hung on a main reinforcing bar or the like and is bridged between the main reinforcing bars or the like.
【0012】また請求項5として、請求項1に記載のせ
ん断補強鉄筋において、座屈防止鉄筋は、対向する主鉄
筋等の段違いの横筋間とほぼ等しい長さを有する棒体の
両端に、反対側にほぼ直角に曲げた掛止部を有するもの
を使用し、前記両掛止部を前記段違いの横筋にそれぞれ
掛止して、座屈防止鉄筋を対向する主鉄筋等の間に掛け
渡したことを特徴とする、せん断補強鉄筋を提供する。According to a fifth aspect of the present invention, in the shear reinforcing bar according to the first aspect, the buckling prevention reinforcing bar is provided at opposite ends of a bar having a length substantially equal to that between stepped horizontal bars such as a main reinforcing bar facing each other. Using one having a hook portion bent at a substantially right angle on the side, the both hook portions were hooked on the stepped horizontal streaks, respectively, and a buckling prevention reinforcing bar was stretched between the opposing main bars and the like. Provided is a reinforcing steel bar characterized by the above-mentioned features.
【0013】また請求項6として、請求項1乃至5のい
ずれかに記載のせん断補強鉄筋において、せん断力伝達
鉄筋は、棒体の両端に板体を取り付けたものを用いるこ
とを特徴とした、せん断補強鉄筋を提供する。According to a sixth aspect of the present invention, in the shear reinforcing reinforcing bar according to any one of the first to fifth aspects, the shearing force transmitting reinforcing bar has a bar attached to both ends of a rod. Provide shear reinforcing bars.
【0014】また請求項7として、請求項1乃至5のい
ずれかに記載のせん断補強鉄筋において、せん断力伝達
鉄筋は、棒体の両端をコ字状、U字状あるいはL字状に
折り曲げたものを用いることを特徴とした、せん断補強
鉄筋を提供する。According to a seventh aspect of the present invention, in the shear reinforcing reinforcing bar according to any one of the first to fifth aspects, the shear force transmitting reinforcing bar is formed by bending both ends of a rod into a U-shape, a U-shape, or an L-shape. Provided is a reinforcing steel bar characterized by using a reinforcing member.
【0015】また請求項8として、請求項1乃至5のい
ずれかに記載のせん断補強鉄筋において、せん断力伝達
鉄筋は、連続する方形体のものを用いることを特徴とし
た、せん断補強鉄筋を提供する。According to an eighth aspect of the present invention, there is provided a shear reinforcing reinforcing bar according to any one of the first to fifth aspects, wherein the shear force transmitting reinforcing bar is a continuous rectangular shape. I do.
【0016】さらに請求項9として、請求項1乃至5の
いずれかに記載のせん断補強鉄筋において、せん断力伝
達鉄筋は、1本の鉄筋の両端部側をラップさせて方形体
状に形成し、さらに両端部を方形体の内側方向に折り曲
げて形成したものを用いることを特徴とした、せん断補
強鉄筋を提供する。以下、図面を参照しながら本発明の
実施の形態について説明する。According to a ninth aspect, in the shear reinforcing bar according to any one of the first to fifth aspects, the shear force transmitting reinforcing bar is formed in a rectangular shape by wrapping both ends of one reinforcing bar, Further, the present invention provides a shear reinforcing bar characterized by using a material formed by bending both ends inward of a rectangular body. Hereinafter, embodiments of the present invention will be described with reference to the drawings.
【0017】[0017]
【発明の実施の形態1】 <イ>せん断力伝達鉄筋 本発明のせん断補強鉄筋は、対向して配した主鉄筋又は
配力鉄筋にせん断力を伝達するためのせん断力伝達鉄筋
1と、座屈防止を図るための座屈防止鉄筋2とよりな
り、せん断補強鉄筋に要求されるせん断力伝達機能と座
屈防止機能を分離したことを特徴とする。First Embodiment of the Invention <A> Shear Force Reinforcing Bar The shear reinforcing bar of the present invention includes a shearing force transmitting reinforcing bar 1 for transmitting a shearing force to a main reinforcing bar or a distributing reinforcing bar disposed opposite to each other. It comprises a buckling preventing reinforcing bar 2 for preventing buckling, and is characterized in that a shear force transmitting function and a buckling preventing function required for a shear reinforcing bar are separated.
【0018】せん断力伝達鉄筋1の一例としては、図
1、2に示すように、棒体11の両端に、板体12を取
り付けたもの等を用いる。棒体11は板体12の面に対
して直角に取り付ける。取付方法は、棒体11の端面を
板体12の面に直接、回転摩擦圧接で取り付ける方法
や、棒体11の端部にねじを設け、板体12に開設した
ねじ穴に螺合する方法など種々の方法が考えられる。As an example of the shearing force transmitting reinforcing bar 1, as shown in FIGS. 1 and 2, a bar 11 having plate members 12 attached to both ends thereof is used. The rod 11 is mounted at right angles to the plane of the plate 12. The mounting method includes a method of directly attaching the end surface of the rod body 11 to the surface of the plate body 12 by rotary friction welding, and a method of providing a screw at the end of the rod body 11 and screwing into a screw hole formed in the plate body 12. Various methods are conceivable.
【0019】せん断力伝達鉄筋1の全長は、取り付けの
容易性を考慮すると、対向する主鉄筋等の間隔内に収納
できる長さがよいが、場合によってはそれより長くても
短くてもよい。The total length of the shear force transmitting reinforcing bar 1 is preferably long enough to be accommodated in the space between the opposing main reinforcing bars and the like in consideration of ease of installation, but may be longer or shorter depending on the case.
【0020】<ロ>せん断力伝達鉄筋の取付け せん断力伝達鉄筋1は、図2に示すように、対向する主
鉄筋3等の間に水平方向に取り付ける。主鉄筋3は、縦
筋31と横筋32とで格子状等に形成されている。本実
施の形態では外側に縦筋31が、内側に横筋32が配置
されているが、その逆の場合もある。せん断力伝達鉄筋
1は、図1に示すように、番線4等で主鉄筋3や座屈防
止鉄筋2に取り付けるとよい。<B> Attaching the shear force transmitting reinforcing bar The shear force transmitting reinforcing bar 1 is horizontally mounted between the opposing main reinforcing bars 3 and the like as shown in FIG. The main reinforcing bar 3 is formed in a lattice shape by a vertical bar 31 and a horizontal bar 32. In the present embodiment, the vertical streaks 31 are arranged on the outside and the horizontal streaks 32 are arranged on the inside, but the reverse is also possible. As shown in FIG. 1, the shearing force transmitting reinforcing bar 1 may be attached to the main reinforcing bar 3 and the buckling preventing reinforcing bar 2 with a wire 4 or the like.
【0021】せん断力伝達鉄筋1の全長を主鉄筋3間の
間隔より短く形成してある場合は、主鉄筋3間に挿入し
て固定するだけで取り付けでき、従来ような鉄筋の折り
曲げ作業やカプラ−等との螺合作業が不要であるため、
取付作業を容易に行える。また、せん断力伝達鉄筋1
は、十分なせん断力伝達機能を果たせるように、適宜の
位置に所要数取り付ける。When the entire length of the shear force transmitting reinforcing bar 1 is formed shorter than the interval between the main reinforcing bars 3, it can be mounted simply by inserting between the main reinforcing bars 3 and fixing it. -No need for screwing with
Mounting work can be performed easily. In addition, the shear force transmitting reinforcing bar 1
Are mounted at appropriate positions so that a sufficient shear force transmission function can be achieved.
【0022】<ハ>座屈防止鉄筋 座屈防止鉄筋2の一例としては、図1、2に示すような
コ字状に形成したもの等が考えられる。この場合、内側
角部21間の長さは、上下二段の横筋32間の距離とほ
ぼ等しく形成する。<C> Buckling Preventing Reinforcing Bar As an example of the buckling preventing reinforcing bar 2, a U-shaped member as shown in FIGS. In this case, the length between the inner corners 21 is formed substantially equal to the distance between the upper and lower horizontal streaks 32.
【0023】また、両脚部22はコンクリ−ト内に埋設
される部分であり、十分な座屈防止機能を得られるよう
に長さが設定されている。なお、座屈防止鉄筋2及び上
記のせん断力伝達鉄筋1は、予め折曲げておけばよく、
現場で曲げ加工する必要がないため太径のものであって
もよい。The legs 22 are buried in the concrete, and are set to have a sufficient buckling preventing function. Note that the buckling prevention reinforcing bar 2 and the above-described shear force transmitting reinforcing bar 1 may be bent in advance.
Since it is not necessary to perform bending work on site, a large diameter may be used.
【0024】<ニ>座屈防止鉄筋の取付け 座屈防止鉄筋2は、座屈を防止したい鉄筋の外側から挟
むようにして掛止させる。例えば、上下二段の横筋32
を外側から挟むようにして縦方向に嵌め込み、内側角部
21で横筋32を掛止する。必要によっては、図1に示
すように、番線4でせん断力伝達鉄筋1と一緒に縦筋2
1に括っておくとよい。<D> Installation of anti-buckling rebar The anti-buckling rebar 2 is hung so as to be sandwiched from the outside of the reinforcing bar whose buckling is to be prevented. For example, upper and lower two-level horizontal streaks 32
Is fitted in the vertical direction so as to be sandwiched from the outside, and the horizontal streak 32 is hooked at the inside corner 21. If necessary, as shown in FIG.
It is good to put it in one.
【0025】また、並立する二本の縦筋31を外側から
挟むようにして横方向に嵌め込み、内側角部21で縦筋
31を掛止することも考えられる。要は、十分な座屈防
止機能を果たせるように、適宜の位置に所要数取り付け
る。It is also conceivable that the two vertical streaks 31 arranged side by side are fitted in the lateral direction so as to sandwich them from the outside, and the vertical streaks 31 are hooked at the inner corners 21. The point is that the required number is mounted at appropriate positions so that a sufficient buckling prevention function can be achieved.
【0026】なお、内側角部21間の長さを伸ばし、横
筋32の三段分以上、縦筋31の三列分以上に亘って取
り付ける場合も考えられる。また、内側角部21間にも
脚部22を突設して、脚部22を三本以上有する櫛形に
形成して、横筋32の三段分以上、縦筋31の三列分以
上に亘って取り付ける場合も考えられる。It is also conceivable that the length between the inner corners 21 is extended to be attached to three or more horizontal streaks 32 and three or more vertical streaks 31. Further, the leg portions 22 are also provided between the inner corner portions 21 so as to be formed in a comb shape having three or more leg portions 22, and extend over three rows of the horizontal streaks 32 and three rows or more of the vertical streaks 31. It is also conceivable to attach it.
【0027】以上のように、本発明のせん断補強鉄筋
は、せん断力伝達鉄筋1と座屈防止鉄筋2とで構成する
ことによって、せん断力伝達機能と座屈防止機能を分離
したが、従来の両端のフック状部材で主鉄筋間を連結す
る場合と同等のせん断力伝達機能及び座屈防止機能を確
保することができる。As described above, the shear reinforcing bar of the present invention is composed of the shearing force transmitting bar 1 and the buckling preventing bar 2 so that the shearing force transmitting function and the buckling preventing function are separated. The same shear force transmission function and buckling prevention function as in the case where the main reinforcing bars are connected by the hook-shaped members at both ends can be ensured.
【0028】[0028]
【発明の実施の形態2】図3に示す座屈防止鉄筋5は、
U字状に形成し、その谷部51を縦筋31又は横筋32
に、外側から挟み込むように掛止させるものである。図
3の場合は、縦筋31と横筋32との交差部に、外側か
らクロスさせて挟み込むように掛止させた場合であり、
縦筋31と横筋32をまとめて座屈防止を図る場合であ
る。Second Embodiment A buckling prevention reinforcing bar 5 shown in FIG.
It is formed in a U-shape, and its valley portion 51 is
, So as to be pinched from the outside. In the case of FIG. 3, it is a case where the crossing between the vertical streak 31 and the horizontal streak 32 is stopped so as to cross and pinch from outside,
This is a case where the vertical streaks 31 and the horizontal streaks 32 are collectively prevented from buckling.
【0029】[0029]
【発明の実施の形態3】図4に示すせん断力伝達鉄筋6
は、棒体の両端にU字状あるいはコ字状の折曲げ部61
を形成し、主鉄筋3間に収納できる全長を有する実施の
形態である。Embodiment 3 of the present invention FIG.
U-shaped or U-shaped bent portions 61 are provided at both ends of the rod body.
Is an embodiment having a total length that can be stored between the main reinforcing bars 3.
【0030】[0030]
【発明の実施の形態4】図5に示すせん断力伝達鉄筋7
は、棒体の両端にL字状の折曲げ部71を形成し、主鉄
筋3間に収納できる全長を有する実施の形態である。な
お、上記実施の形態3と本実施の形態4の場合、折曲げ
部61あるいは71を反対側に折り曲げる形状であって
もよい。Embodiment 4 of the present invention FIG.
Is an embodiment in which L-shaped bent portions 71 are formed at both ends of a rod body and have a total length that can be stored between the main reinforcing bars 3. In the third embodiment and the fourth embodiment, the bent portion 61 or 71 may be bent to the opposite side.
【0031】[0031]
【発明の実施の形態5】図6に示すせん断力伝達鉄筋8
は、1本の鉄筋の両端部側をラップさせて、長方形や正
方形等の方形体状に形成し、さらにラップ部81の両端
部を方形体の内側方向に折り曲げて折曲げ部82を形成
した実施の形態である。Fifth Embodiment A shear force transmitting reinforcing bar 8 shown in FIG.
Was formed by wrapping both ends of one reinforcing bar into a rectangular shape such as a rectangle or a square, and further bending both ends of the wrap portion 81 inward of the rectangular shape to form a bent portion 82. It is an embodiment.
【0032】[0032]
【発明の実施の形態6】図7に示すせん断力伝達鉄筋9
は、溶接91等で連続する方形体を構成した実施の形態
である。Embodiment 6 of the present invention FIG.
Is an embodiment in which a continuous rectangular body is formed by welding 91 or the like.
【0033】[0033]
【発明の実施の形態7】図8に示す座屈防止鉄筋10
は、対向する主鉄筋3の段違いの横筋32aと32b間
とほぼ等しい長さを有する棒体10aの両端に、反対側
にほぼ直角に曲げた掛止部10bと10cを有する実施
の形態である。取付方法は、両方の主鉄筋3に差し込ん
だ後に、回転させて、掛止部10b、10cを段違いの
横筋32aと32bにそれぞれ掛止して、対向する主鉄
筋3の間に掛け渡した状態で取り付けを行う。Seventh Embodiment A buckling prevention reinforcing bar 10 shown in FIG.
Is an embodiment in which, at both ends of a rod 10a having a length substantially equal to that between the stepped horizontal streaks 32a and 32b of the opposing main reinforcing bar 3, hooking portions 10b and 10c bent at right angles to opposite sides are provided. . The attachment method is a state in which, after being inserted into both the main reinforcing bars 3, the hooking portions 10 b and 10 c are respectively rotated and hooked on the stepped horizontal bars 32 a and 32 b, and are bridged between the opposing main reinforcing bars 3. Attach with.
【0034】なお、棒体10aの長さを、対向する主鉄
筋3の縦筋31間とほぼ等しい長さに形成して、縦筋3
1間に掛け渡す場合も考えられる。この場合には、棒体
10aの両端の掛止部を同じ方向に折曲げて形成しても
よい。The length of the rod 10a is substantially equal to the length between the longitudinal bars 31 of the main reinforcing bar 3 facing each other.
It is also conceivable to cross over between one. In this case, the hook portions at both ends of the rod 10a may be bent in the same direction.
【0035】[0035]
【発明の効果】本発明は、以上のように構成されるため
次のような効果を期待できる。 <イ>せん断補強鉄筋を、せん断力伝達鉄筋と座屈防止
鉄筋とに分割したため、従来のような鉄筋の折曲げ作業
やカプラ−との螺合作業がなくなり、主鉄筋等への取付
作業が容易になった。従って、施工能率の向上および作
業の安全性の向上を図ることができる。Since the present invention is configured as described above, the following effects can be expected. <B> Since the shear reinforcing bar is divided into a shear force transmitting reinforcing bar and a buckling preventing reinforcing bar, there is no need to bend the reinforcing bar or screw with the coupler as in the past, and the installation work to the main reinforcing bar, etc. can be performed. It became easier. Therefore, it is possible to improve construction efficiency and work safety.
【0036】<ロ>構造が簡単で、メカニカルな継手も
不要なため、コストの低減を図ることができる。<B> Since the structure is simple and no mechanical joint is required, the cost can be reduced.
【0037】<ハ>せん断補強鉄筋を、せん断力伝達鉄
筋と座屈防止鉄筋とに分割したため、せん断力伝達鉄筋
と座屈防止鉄筋とを個々に最適な鉄筋量に設定でき、無
駄がない。従来のような一体形状の場合、せん断力伝達
機能か座屈防止機能のどちらかに無駄が生じるおそれが
ある。<C> Since the shear reinforcing bar is divided into the shear force transmitting reinforcing bar and the buckling preventing reinforcing bar, the shear force transmitting reinforcing bar and the buckling preventing reinforcing bar can be individually set to optimal amounts of the reinforcing bars, and there is no waste. In the case of a conventional integral shape, there is a possibility that either the shearing force transmission function or the buckling prevention function is wasted.
【図1】 実施の形態1の説明図FIG. 1 is an explanatory diagram of Embodiment 1.
【図2】 実施の形態1の説明図FIG. 2 is an explanatory diagram of Embodiment 1.
【図3】 実施の形態2の説明図FIG. 3 is an explanatory diagram of Embodiment 2.
【図4】 実施の形態3の説明図FIG. 4 is an explanatory diagram of a third embodiment.
【図5】 実施の形態4の説明図FIG. 5 is an explanatory view of Embodiment 4.
【図6】 実施の形態5の説明図FIG. 6 is an explanatory diagram of a fifth embodiment.
【図7】 実施の形態6の説明図FIG. 7 is an explanatory view of Embodiment 6.
【図8】 実施の形態7の説明図FIG. 8 is an explanatory diagram of a seventh embodiment.
【図9】 従来技術の説明図FIG. 9 is an explanatory diagram of a conventional technique.
【図10】 従来技術の説明図FIG. 10 is an explanatory view of a conventional technique.
フロントページの続き (72)発明者 中村 泰介 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内Continuation of front page (72) Inventor Taisuke Nakamura 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation
Claims (9)
ん断力を伝達し、かつ座屈防止を図るためのせん断補強
鉄筋において、 主鉄筋等に掛止した座屈防止鉄筋と、 対向する主鉄筋等の間に配置したせん断力伝達鉄筋とよ
りなることを特徴した、 せん断補強鉄筋。Claims: 1. A shear reinforcing reinforcing bar for transmitting a shearing force to a main reinforcing bar or a distribution reinforcing bar disposed opposite to each other and for preventing buckling, comprising: a buckling preventing reinforcing bar hooked on a main reinforcing bar or the like; A shear reinforcing bar characterized by comprising a shear force transmitting reinforcing bar disposed between main reinforcing bars and the like.
て、座屈防止鉄筋はU字状に形成し、主鉄筋等の外側か
ら挟み込むように掛止させたことを特徴とする、せん断
補強鉄筋。2. The shear reinforcing bar according to claim 1, wherein the buckling preventing reinforcing bar is formed in a U-shape, and is hooked so as to be sandwiched from the outside of the main reinforcing bar or the like. .
て、座屈防止鉄筋はコ字状に形成し、主鉄筋等の複数本
の鉄筋に亘って外側から挟み込むように掛止させたこと
を特徴とする、せん断補強鉄筋。3. The reinforcing reinforcing bar according to claim 1, wherein the buckling prevention reinforcing bar is formed in a U-shape, and is hung so as to be sandwiched from outside over a plurality of reinforcing bars such as a main reinforcing bar. Characterized by shear reinforcement.
て、座屈防止鉄筋は、棒体の両端に折り曲げて形成した
掛止部を有し、これらの掛止部を対向する主鉄筋等にそ
れぞれ掛止して主鉄筋等の間に掛け渡したことを特徴と
する、せん断補強鉄筋。4. The reinforcing reinforcing bar according to claim 1, wherein the buckling prevention reinforcing bar has hooks formed by bending both ends of the rod body, and these hooks are attached to the opposing main reinforcing bar or the like. A shear reinforcing bar characterized by being hooked and bridged between main reinforcing bars and the like.
て、座屈防止鉄筋は、対向する主鉄筋等の段違いの横筋
間とほぼ等しい長さを有する棒体の両端に、反対側にほ
ぼ直角に曲げた掛止部を有するものを使用し、前記両掛
止部を前記段違いの横筋にそれぞれ掛止して、座屈防止
鉄筋を対向する主鉄筋等の間に掛け渡したことを特徴と
する、せん断補強鉄筋5. The shear reinforcing bar according to claim 1, wherein the buckling preventing reinforcing bars are substantially perpendicular to opposite ends of a rod body having a length substantially equal to that of a stepped horizontal bar such as a main reinforcing bar opposed to the reinforcing bar. Using a thing having a hook part bent in the above, the both hook parts are respectively hooked on the stepped horizontal streaks, and a buckling prevention reinforcing bar is bridged between the opposing main bars and the like. Do shear reinforcement
断補強鉄筋において、せん断力伝達鉄筋は、棒体の両端
に板体を取り付けたものを用いることを特徴とした、せ
ん断補強鉄筋。6. The shear reinforcing reinforcing bar according to claim 1, wherein the shearing force transmitting reinforcing bar has a plate attached to both ends of a rod.
断補強鉄筋において、せん断力伝達鉄筋は、棒体の両端
をコ字状、U字状あるいはL字状に折り曲げたものを用
いることを特徴とした、せん断補強鉄筋。7. The shear reinforcing reinforcing bar according to claim 1, wherein the shearing force transmitting reinforcing bar is formed by bending both ends of a rod into a U-shape, a U-shape, or an L-shape. Characterized by a shear reinforcing bar.
断補強鉄筋において、せん断力伝達鉄筋は、連続する方
形体のものを用いることを特徴とした、せん断補強鉄
筋。8. The shear reinforcing reinforcing bar according to claim 1, wherein the shear force transmitting reinforcing bar has a continuous rectangular shape.
断補強鉄筋において、せん断力伝達鉄筋は、1本の鉄筋
の両端部側をラップさせて方形体状に形成し、さらに両
端部を方形体の内側方向に折り曲げて形成したものを用
いることを特徴とした、せん断補強鉄筋。9. The shear reinforcing bar according to any one of claims 1 to 5, wherein the shear force transmitting bar is formed in a square shape by wrapping both ends of one bar, and further forming both ends. A shear reinforcing bar characterized by using a member formed by bending a rectangular body inward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9049868A JPH10231585A (en) | 1997-02-18 | 1997-02-18 | Shear reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9049868A JPH10231585A (en) | 1997-02-18 | 1997-02-18 | Shear reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10231585A true JPH10231585A (en) | 1998-09-02 |
Family
ID=12843037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9049868A Pending JPH10231585A (en) | 1997-02-18 | 1997-02-18 | Shear reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10231585A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013002134A (en) * | 2011-06-16 | 2013-01-07 | Taisei Corp | Concrete structure and shear reinforcement member |
| JP2013185397A (en) * | 2012-03-09 | 2013-09-19 | Kajima Corp | Shear reinforcing bar and bar arrangement method of the same |
| JP2014173223A (en) * | 2013-03-05 | 2014-09-22 | Taisei Corp | Reinforcement structure |
| CN111894307A (en) * | 2020-08-03 | 2020-11-06 | 浙江中天恒筑钢构有限公司 | Fully-assembled standardized temporary support structure and construction method |
| JP2022077251A (en) * | 2020-11-11 | 2022-05-23 | 大成建設株式会社 | Fixing part structure and fixing part reinforcing bar assembling method |
| US11525263B2 (en) * | 2020-08-24 | 2022-12-13 | Wen-Tsai Chiang | Combined structure of the combined bundle of columns in the column |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53152420U (en) * | 1977-05-08 | 1978-11-30 | ||
| JPH0279706U (en) * | 1988-12-02 | 1990-06-19 | ||
| JPH04111840A (en) * | 1990-08-31 | 1992-04-13 | Kajima Corp | Arrangement of shearing-reinforcing bars for columns and beams |
| JPH0578742U (en) * | 1992-02-13 | 1993-10-26 | 川崎製鉄株式会社 | Lateral reinforcement |
-
1997
- 1997-02-18 JP JP9049868A patent/JPH10231585A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53152420U (en) * | 1977-05-08 | 1978-11-30 | ||
| JPH0279706U (en) * | 1988-12-02 | 1990-06-19 | ||
| JPH04111840A (en) * | 1990-08-31 | 1992-04-13 | Kajima Corp | Arrangement of shearing-reinforcing bars for columns and beams |
| JPH0578742U (en) * | 1992-02-13 | 1993-10-26 | 川崎製鉄株式会社 | Lateral reinforcement |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013002134A (en) * | 2011-06-16 | 2013-01-07 | Taisei Corp | Concrete structure and shear reinforcement member |
| JP2013185397A (en) * | 2012-03-09 | 2013-09-19 | Kajima Corp | Shear reinforcing bar and bar arrangement method of the same |
| JP2014173223A (en) * | 2013-03-05 | 2014-09-22 | Taisei Corp | Reinforcement structure |
| CN111894307A (en) * | 2020-08-03 | 2020-11-06 | 浙江中天恒筑钢构有限公司 | Fully-assembled standardized temporary support structure and construction method |
| US11525263B2 (en) * | 2020-08-24 | 2022-12-13 | Wen-Tsai Chiang | Combined structure of the combined bundle of columns in the column |
| JP2022077251A (en) * | 2020-11-11 | 2022-05-23 | 大成建設株式会社 | Fixing part structure and fixing part reinforcing bar assembling method |
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