JP2001140403A - Auxiliary jig for steel bar - Google Patents
Auxiliary jig for steel barInfo
- Publication number
- JP2001140403A JP2001140403A JP32380099A JP32380099A JP2001140403A JP 2001140403 A JP2001140403 A JP 2001140403A JP 32380099 A JP32380099 A JP 32380099A JP 32380099 A JP32380099 A JP 32380099A JP 2001140403 A JP2001140403 A JP 2001140403A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- hole
- cylindrical body
- steel bar
- insertion hole
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は鉄筋コンクリートの鉄筋
端部に取付けてそのコンクリートへの定着性能を高める
ための鉄筋補助具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar assisting device which is attached to the end of a reinforcing bar of a reinforced concrete to enhance the fixing performance to the concrete.
【0002】[0002]
【背景技術】鉄筋コンクリートに配筋される鉄筋はその
コンクリートへの定着性能を高めるために端部をフック
状に折り曲げて配筋されてきた。しかしながらこの手段
は、柱と梁の接合部位のような配筋の混み合う部位にお
いてはフック部が他の鉄筋の配筋の妨害となるトラブル
があって配筋の収まりに腐心しなければならないという
施工上の問題点があった。またフック分だけ余計な鉄筋
量が必要となり経済的に不利となる。さらに太径鉄筋で
はフック状に折り曲げること自体が困難である。2. Description of the Related Art Reinforcing bars arranged in reinforced concrete have been arranged by bending the ends into hooks in order to enhance the fixing performance to the concrete. However, this means that in places where reinforcing bars are congested, such as joints between columns and beams, hooks have a problem that interferes with reinforcing bars of other reinforcing bars, so it is necessary to pay attention to the arrangement of reinforcing bars There was a problem in construction. In addition, an extra amount of rebar is required for the hook, which is economically disadvantageous. Further, it is difficult to bend the hook into a hook shape with a large-diameter reinforcing bar.
【0003】この問題点解決の一つの手段として特許第
266215号開示の鉄筋補助具(プレートナットと呼
ばれる)が提案されている。このものはねじ鉄筋専用の
ものであって、ねじ鉄筋に螺合できる螺旋凹溝が設けら
れている筒体の一端に板体が付着した構造のものであ
る。As one means for solving this problem, there has been proposed a reinforcing bar assisting device (called a plate nut) disclosed in Japanese Patent No. 266215. This is dedicated to a screw rebar and has a structure in which a plate is attached to one end of a cylindrical body provided with a spiral groove that can be screwed into the screw rebar.
【0004】このものは螺着により鉄筋に取付ける取付
け機構からしてねじ鉄筋以外の鉄筋には取付けられな
い。また同じねじ鉄筋であってもその螺旋諸元(ピッ
チ、高さ等)が完全に一致していなければ螺着できな
い。そして市販のねじ鉄筋の螺旋諸元はメーカー毎に異
なっているから、このプレートナットはねじ鉄筋、それ
も特定メーカー毎のねじ鉄筋専用となってしまい使用範
囲が極めて限定されたものとなる。このことは各種各メ
ーカーの鉄筋を使用するのが現状である工事現場におい
ては重大な問題点である。[0004] Due to the attachment mechanism for attaching to the rebar by screwing, it cannot be attached to a rebar other than the screw rebar. In addition, even if the same screw rebar is used, if the spiral specifications (pitch, height, etc.) do not completely match, the screw cannot be screwed. Since the screw specifications of commercially available screw rebars differ from manufacturer to manufacturer, this plate nut is used exclusively for screw rebars for specific manufacturers, and the range of use is extremely limited. This is a serious problem at the construction site where the use of reinforcing bars from various manufacturers is present.
【0005】本発明は、鉄筋コンクリートの鉄筋端部に
取付けてそのコンクリートへの定着性能を高めるための
鉄筋補助具であって、筒体とその側壁に筒体軸に垂直方
向に張り出して付着された板体とよりなり、前記筒体に
はその軸心に沿って貫通または非貫通の鉄筋遊挿穴が設
けられており、前記鉄筋遊挿穴とこれに遊挿されている
鉄筋との間の間隙空間に充填された接着剤の硬化により
鉄筋補助具を鉄筋端部に固着する、ことを特徴とする鉄
筋補助具、である。[0005] The present invention relates to a reinforcing bar assisting device attached to an end of a reinforcing bar of a reinforced concrete to enhance the fixing performance to the concrete, which is attached to a cylindrical body and its side wall so as to project in a direction perpendicular to a cylindrical body axis. The cylindrical body is provided with a through-hole or a non-penetrating rebar play insertion hole along the axis thereof in the cylindrical body. A reinforcing bar assisting tool characterized in that the reinforcing bar assisting tool is fixed to an end of a reinforcing bar by curing an adhesive filled in a gap space.
【0006】図1および図2(ともに縦断図)に本発明
鉄筋補助具の基本態様例を示す。図1は鉄筋遊挿穴が貫
通孔の場合、図2は非貫通の有底穴の場合を示す。1は
筒体、2は板体、3は貫通鉄筋遊挿穴、4は有底鉄筋遊
挿穴である。7は鉄筋遊挿穴3または4に遊挿されてい
る鉄筋である。FIGS. 1 and 2 (both are longitudinal views) show an example of a basic mode of the reinforcing bar assisting device of the present invention. FIG. 1 shows a case where the rebar play insertion hole is a through hole, and FIG. 2 shows a case where a non-penetrated bottomed hole. Reference numeral 1 denotes a cylindrical body, 2 denotes a plate body, 3 denotes a through-hole rebar insertion hole, and 4 denotes a bottomed rebar insertion hole. Reference numeral 7 denotes a reinforcing bar loosely inserted into the reinforcing bar insertion hole 3 or 4.
【0007】筒体の断面形状は円形、楕円形、多角形等
各種の形状をとり得る。板体は平板形でその断面形状は
円形、楕円形、多角形等各種の形状をとり得る。板体が
筒体側壁に付着する位置は鉄筋端に近い側の筒体端が好
ましいが中間位置であってもよい。なお、鉄筋遊挿穴の
内壁面には硬化接着剤との係合性向上のための内部突起
(通常リング状)8を設けることが好ましい。The cross-sectional shape of the cylindrical body can take various shapes such as a circle, an ellipse, and a polygon. The plate body is a flat plate, and its cross-sectional shape can take various shapes such as a circle, an ellipse, and a polygon. The position where the plate is attached to the side wall of the cylinder is preferably the end of the cylinder closer to the end of the reinforcing bar, but may be an intermediate position. In addition, it is preferable to provide an internal projection (usually a ring shape) 8 on the inner wall surface of the rebar insertion hole for improving the engagement with the hardening adhesive.
【0008】接着剤としては注入時流動性があって注入
後硬化する性質のものが用いられる。例示すると、セメ
ント系(セメントペースト、セメントモルタル)、石膏
系等の無機系接着剤、エポキシ系、アクリル系等の有機
系接着剤、が使用できる。[0008] As the adhesive, an adhesive having fluidity at the time of injection and curing after injection is used. For example, cement-based (cement paste, cement mortar) and gypsum-based inorganic adhesives, and epoxy-based and acrylic-based organic adhesives can be used.
【0009】板体2は鉄筋に加わる軸方向力に対しアン
カーの作用をなし該力に抵抗し、鉄筋端部を折り曲げた
フックと同様な定着効果を与える。その定着効果は板体
の張り出し部の面積が大きいほど大きい。しかしながら
これが大きいほどフックの場合と同様に他の鉄筋の配筋
妨害度も大きくなる。したがって所定の定着効果が得ら
れる限りその断面積はできるだけ小さいことが望まれ
る。この目的のため本発明においては筒体側壁面上にフ
シを設ける改良手段をとる。図3にこれを例示する。The plate body 2 acts as an anchor against the axial force applied to the reinforcing bar, resists the force, and provides a fixing effect similar to a hook having the reinforcing bar end bent. The fixing effect increases as the area of the overhanging portion of the plate increases. However, the larger this is, the greater the degree of bar arrangement interference of other reinforcing bars is the same as in the case of the hook. Therefore, it is desirable that the cross-sectional area be as small as possible as long as a predetermined fixing effect can be obtained. For this purpose, in the present invention, an improved means for providing a bush on the side wall surface of the cylindrical body is adopted. FIG. 3 illustrates this.
【0010】図3は側面図であって、9はフシである。
なお、フシのほかに筒体軸方向に延びる突条であるリブ
(その高さはフシと同程度)10を併用してもよい。フ
シはそれぞれ独立して筒体を周回するリング状であって
もよく、螺旋のように連続した突条であってもよい。そ
の周回面は筒体長軸と直交してもよく斜交してもよい。
また図示のようにリブを境界として食い違って配置され
てもよい。一般にJISG3112のフシおよびリブの
配置に準ずることが好ましい。FIG. 3 is a side view, and 9 is a bush.
In addition to ribs, ribs (the heights of which are approximately the same as the brushes) 10 which are ridges extending in the axial direction of the cylindrical body may be used in combination. Each of the brushes may have a ring shape independently orbiting the cylindrical body, or may be a continuous ridge like a spiral. The orbital surface may be perpendicular to or oblique to the long axis of the cylinder.
As shown in the figure, the ribs may be staggered with the ribs as boundaries. In general, it is preferable to conform to the arrangement of the brushes and ribs of JISG3112.
【0011】鉄筋補助具は鉄筋の端部に取付けられる
が、この際鉄筋遊挿穴が有底であると遊挿鉄筋の端が底
に突き当たるまで挿入すれば自動的に鉄筋端と補助具端
とが一致するからいわゆる取付け時の両者の端合わせ作
業が簡単になる。ところが、前述のように配筋の混み合
う部位においては補助具の板体がぶつかり合う場合があ
り、この場合補助具の取付け位置を若干ずらしたい場合
がある。この場合鉄筋遊挿穴が貫通孔であると鉄筋端を
補助具端から顔を出させることができ位置調整に好都合
である。The reinforcing bar assisting device is attached to the end of the reinforcing bar. At this time, if the reinforcing bar play insertion hole has a bottom, if the end of the reinforcing bar is inserted until the end of the reinforcing bar hits the bottom, the reinforcing bar end and the auxiliary tool end are automatically inserted. , The work of aligning both ends at the time of mounting is simplified. However, as described above, there may be cases where the plates of the assisting tool collide with each other in a portion where the arrangement of the reinforcing bars is congested. In this case, if the rebar play insertion hole is a through hole, the end of the rebar can be exposed from the end of the auxiliary tool, which is convenient for position adjustment.
【0012】鉄筋遊挿後の筒体内への接着剤注入は筒体
側壁に設けられた側孔5から行われる。注入は接着剤が
下から上へ上昇していく方向に行う。側孔を側壁の上下
2箇所に設けておくと注入方向によりどちらか一方を注
入口として利用できて好都合である。Injection of the adhesive into the cylinder after the rebar insertion is performed through the side hole 5 provided in the side wall of the cylinder. The injection is performed in a direction in which the adhesive rises from bottom to top. Providing the side holes at two locations above and below the side wall is convenient because either one can be used as an injection port depending on the injection direction.
【0013】鉄筋遊挿穴が有底の場合、底に貫通孔であ
る底孔6を設け、注入方向が底の方から上に向かう方向
のときはこの底孔から注入し、逆の方向の場合は側孔か
ら注入して底孔は抜気孔として利用する。なお、注入方
向が水平の場合、側孔から注入するよりも底孔から注入
した方が完全充填が達成され易いという利点がある。When the rebar insertion hole has a bottom, a bottom hole 6 as a through hole is provided at the bottom, and when the injection direction is from the bottom to the top, the injection is performed from the bottom hole. In this case, the gas is injected from the side hole, and the bottom hole is used as a vent hole. In addition, when the injection direction is horizontal, there is an advantage that it is easier to achieve complete filling when injecting from the bottom hole than when injecting from the side hole.
【0014】接着剤注入に当たりその前に鉄筋補助具を
鉄筋端部鉄筋とほぼ同軸に仮止めしておく必要がある。
この仮止めを筒体内に螺入するボルトによる押さえによ
り行うためのボルト孔11を設けておくことが好まし
い。このボルト孔は接着剤注入口または抜気孔として利
用してもよい。Prior to the injection of the adhesive, it is necessary to temporarily fix the reinforcing bar assisting tool substantially coaxially with the reinforcing bar at the end of the reinforcing bar.
It is preferable to provide a bolt hole 11 for performing this temporary fixing by pressing with a bolt screwed into the cylinder. This bolt hole may be used as an adhesive inlet or a vent hole.
【0015】[0015]
【発明の効果】本発明の鉄筋補助具は前記のプレートナ
ットにくらべ、有底鉄筋遊挿穴内に遊挿できさえすれば
その鉄筋に取付けることができ鉄筋のメーカー、種類、
断面形状等を問わず使用できる。The reinforcing bar assisting device of the present invention can be attached to the reinforcing bar as long as it can be loosely inserted into the bottomed bar loose insertion hole in comparison with the plate nut, and the manufacturer, type,
It can be used regardless of its cross-sectional shape.
【0016】筒体側壁面上にフシを設けることにより板
体の断面積を小さくでき、配筋の混み合う部位での使用
性が高まる。The provision of the brush on the side wall surface of the cylindrical body can reduce the cross-sectional area of the plate body, and enhances the usability in the area where the reinforcing bars are crowded.
【0017】鉄筋遊挿穴が有底の場合、底孔を設けるこ
とにより接着剤の完全充填が達成され易くなる。When the rebar insertion hole has a bottom, the provision of the bottom hole facilitates the complete filling of the adhesive.
【0018】ボルト孔を設けることにより鉄筋補助具の
鉄筋端部への仮止めが容易となる。The provision of the bolt holes facilitates the temporary fixing of the reinforcing bar assisting tool to the end of the reinforcing bar.
【図1】本発明鉄筋補助具の基本態様例を示す縦断図
(鉄筋遊挿穴が貫通孔である場合)FIG. 1 is a longitudinal sectional view showing an example of a basic mode of the reinforcing bar assisting device of the present invention (when a reinforcing bar play insertion hole is a through hole).
【図2】本発明鉄筋補助具の基本態様例を示す縦断図
(鉄筋遊挿穴が有底穴である場合)FIG. 2 is a longitudinal sectional view showing an example of a basic mode of the reinforcing bar assisting device of the present invention (when the reinforcing bar play insertion hole is a bottomed hole).
【図3】本発明鉄筋補助具の改良態様例を示す側面図
(フシおよびリブを設けた場合)FIG. 3 is a side view showing an example of an improved embodiment of the reinforcing bar assisting device of the present invention (in a case where a brush and a rib are provided).
1 筒体 2 板体 3 貫通鉄筋遊挿穴 4 有底鉄筋遊挿穴 5 側孔 6 底孔 7 鉄筋 8 内部突起 9 フシ 10 リブ 11 ボルト孔 REFERENCE SIGNS LIST 1 cylindrical body 2 plate body 3 penetrating rebar play insertion hole 4 bottomed rebar play insertion hole 5 side hole 6 bottom hole 7 rebar 8 internal projection 9 stick 10 rib 11 bolt hole
Claims (4)
そのコンクリートへの定着性能を高めるための鉄筋補助
具であって、筒体とその側壁に筒体軸に垂直方向に張り
出して付着された板体とよりなり、前記筒体にはその軸
心に沿って貫通または非貫通の鉄筋遊挿穴が設けられて
おり、前記鉄筋遊挿穴とこれに遊挿されている鉄筋との
間の間隙空間に充填された接着剤の硬化により鉄筋補助
具を鉄筋端部に固着する、ことを特徴とする鉄筋補助具1. A reinforcing bar assisting tool attached to an end of a reinforcing bar of a reinforced concrete to enhance fixing performance to the concrete, wherein the plate is attached to a cylindrical body and a side wall thereof so as to extend in a direction perpendicular to a cylindrical body axis. The cylindrical body is provided with a through-hole or a non-through-hole rebar insertion hole along the axis thereof, and a gap space between the rebar insertion hole and the rebar inserted loosely therein. The reinforcing bar is fixed to the end of the reinforcing bar by curing the adhesive filled in the reinforcing bar.
向に延びる突条であるフシが設けられていることを特徴
とする請求項1記載の鉄筋補助具2. The reinforcing bar assisting tool according to claim 1, wherein a protrusion is provided on the surface of the side wall of the cylindrical body, which is a ridge extending in a direction transverse to a longitudinal direction of the cylindrical body.
て、その底にこれを貫通する底孔が設けられていること
を特徴とする請求項1ないし2記載の鉄筋補助具3. The reinforcing bar assisting tool according to claim 1, wherein the reinforcing bar play insertion hole is a bottomed non-through hole, and a bottom hole is provided at the bottom thereof.
設けられていることを特徴とする請求項1ないし3記載
の鉄筋補助具4. The reinforcing bar assisting tool according to claim 1, wherein a bolt hole for inserting a bolt is provided in the side wall of the cylindrical body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32380099A JP4267153B2 (en) | 1999-11-15 | 1999-11-15 | Reinforcing bar aid |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32380099A JP4267153B2 (en) | 1999-11-15 | 1999-11-15 | Reinforcing bar aid |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001140403A true JP2001140403A (en) | 2001-05-22 |
JP4267153B2 JP4267153B2 (en) | 2009-05-27 |
Family
ID=18158762
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32380099A Expired - Lifetime JP4267153B2 (en) | 1999-11-15 | 1999-11-15 | Reinforcing bar aid |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4267153B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006307571A (en) * | 2005-04-28 | 2006-11-09 | Railway Technical Res Inst | Connecting method of reinforcing material, joint of reinforcing material, fixing method of reinforcing material, and fixing end of reinforcing material |
JP2010209564A (en) * | 2009-03-10 | 2010-09-24 | Kajima Corp | Sleeve with flange part |
JP2010236277A (en) * | 2009-03-31 | 2010-10-21 | Fujita Corp | Anchorage for deformed reinforcing bar |
-
1999
- 1999-11-15 JP JP32380099A patent/JP4267153B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006307571A (en) * | 2005-04-28 | 2006-11-09 | Railway Technical Res Inst | Connecting method of reinforcing material, joint of reinforcing material, fixing method of reinforcing material, and fixing end of reinforcing material |
JP2010209564A (en) * | 2009-03-10 | 2010-09-24 | Kajima Corp | Sleeve with flange part |
JP2010236277A (en) * | 2009-03-31 | 2010-10-21 | Fujita Corp | Anchorage for deformed reinforcing bar |
Also Published As
Publication number | Publication date |
---|---|
JP4267153B2 (en) | 2009-05-27 |
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