JPH082239Y2 - Anchor device - Google Patents
Anchor deviceInfo
- Publication number
- JPH082239Y2 JPH082239Y2 JP3237093U JP3237093U JPH082239Y2 JP H082239 Y2 JPH082239 Y2 JP H082239Y2 JP 3237093 U JP3237093 U JP 3237093U JP 3237093 U JP3237093 U JP 3237093U JP H082239 Y2 JPH082239 Y2 JP H082239Y2
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- cylinder
- anchor cylinder
- reinforcing bar
- concrete
- 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.)
- Expired - Lifetime
Links
Landscapes
- Piles And Underground Anchors (AREA)
Description
【0001】[0001]
【産業上の利用分野】この考案は、コンクリート床面等
に鉄筋を立設するためのアンカー装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor device for erecting a reinforcing bar on a concrete floor surface or the like.
【0002】[0002]
【従来の技術】コンクリート床面の構築において、間仕
切り等を取り付けんとする部分に、間仕切り固定用の鉄
筋を立上り状に配筋しておくと、コンクリート打設作業
の邪魔になるため、コンクリート床の構築後に、アンカ
ー付の鉄筋をコンクリート床に打込んで立設することが
行なわれている。2. Description of the Related Art In constructing a concrete floor surface, if a reinforcing bar for fixing a partition is erected in a rising shape at a portion where a partition or the like is to be attached, it will interfere with concrete placing work. After the construction of, the steel bars with anchors are driven upright on the concrete floor.
【0003】コンクリート用のアンカーは、金属製の円
筒状となるアンカー筒体の一端側を軸方向のスリットで
複数に分割し、このアンカー筒体の一端側に円錐台形状
のクサビ体を挿入して組み合せた構造になっており、コ
ンクリートに設けた下孔に挿入した状態でアンカー筒体
を打込むと、クサビ体によってアンカー筒体の分割した
部分がコンクリート内で拡開し、抜止状態となり、アン
カー筒体に連結した鉄筋が床面上に立設される。In the anchor for concrete, one end side of an anchor cylindrical body made of metal is divided into a plurality of slits in the axial direction, and a truncated cone-shaped wedge body is inserted into one end side of the anchor cylindrical body. When the anchor cylinder is driven while it is inserted into the pilot hole provided in the concrete, the divided part of the anchor cylinder expands in the concrete due to the wedge body, and it becomes a retaining state. Reinforcing bars connected to the anchor cylinder are erected on the floor.
【0004】従来、アンカーと鉄筋の結合は、アンカー
筒体内に他端側から鉄筋を挿入した後、アンカー筒体の
他端側外周に絞り加工を施し、アンカー筒体の端部をカ
シメることにより鉄筋を固着するようにしていた。Conventionally, the connection between the anchor and the reinforcing bar is to insert the reinforcing bar from the other end side into the anchor cylinder body, then draw the outer periphery of the other end side of the anchor cylinder body, and crimp the end portion of the anchor cylinder body. To fix the rebar.
【0005】[0005]
【考案が解決しようとする課題】ところで、アンカー筒
体の端部に絞り加工を施すと、材料の逃げが外周面に生
じ、アンカー筒体の外周面が部分的に大径となり、この
ため、コンクリートに穿設する下孔を大径にしなければ
ならず、このため、アンカーの固定強度が低下し、鉄筋
にグラツキが生じやすいという問題がある。By the way, when the end portion of the anchor cylinder is subjected to drawing, material escape occurs on the outer peripheral surface, and the outer peripheral surface of the anchor cylindrical body partially has a large diameter. The prepared hole formed in the concrete has to have a large diameter, which lowers the anchoring strength of the anchor and causes a problem that the reinforcing bars are apt to be smashed.
【0006】そこでこの考案の課題は、アンカーと鉄筋
の結合がアンカー筒体の外径を大径にすることなく行な
え、コンクリートに対する鉄筋の固定がグラツキのない
ように強固に行なえるアンカー装置を提供することにな
る。Therefore, an object of the present invention is to provide an anchor device capable of connecting the anchor and the reinforcing bar without increasing the outer diameter of the anchor cylindrical body, and firmly fixing the reinforcing bar to the concrete so as not to cause a grazing. Will be done.
【0007】[0007]
【課題を解決するための手段】上記のような課題を解決
するため、この考案は、スリットで複数に分割したアン
カー筒体の一端側にクサビ体を嵌合したアンカーと、こ
のアンカーに接続する鉄筋との組み合せからなり、アン
カー筒体の他端側周壁に横孔を設け、このアンカー筒体
内に他端側から挿入した鉄筋と該アンカー筒体を横孔の
部分で溶接により固定化した構成を採用したものであ
る。In order to solve the above problems, the present invention is to connect an anchor in which a wedge body is fitted to one end side of an anchor cylinder body divided into a plurality of slits and the anchor. A structure in which a horizontal hole is provided in the peripheral wall of the other end side of the anchor cylinder, and the reinforcing bar inserted from the other end side into the anchor cylinder and the anchor cylinder are fixed by welding at the portion of the horizontal hole. Is adopted.
【0008】[0008]
【作用】アンカー筒体と鉄筋の結合を、アンカー筒体に
設けた横孔の部分で溶接により行なうと、アンカー筒体
の外周面に直径の変化が発生せず、コンクリートに設け
る下孔はアンカー筒体の外径と適合するものでよく、ア
ンカーの打込み時において下孔とアンカー筒体の間にガ
タツキの発生はなく、アンカーを介して鉄筋を強固に固
定化できる。[Operation] When the anchor cylinder and the reinforcing bar are connected by welding at the portion of the lateral hole provided in the anchor cylinder, the diameter does not change on the outer peripheral surface of the anchor cylinder, and the pilot hole provided in the concrete is the anchor. Anything that fits the outer diameter of the tubular body may be used, and there is no rattling between the pilot hole and the anchor tubular body when the anchor is driven, and the reinforcing bar can be firmly fixed through the anchor.
【0009】[0009]
【実施例】以下、この考案の実施例を添付図面に基づい
て説明する。Embodiments of the present invention will be described below with reference to the accompanying drawings.
【0010】図示のように、アンカー1は、金属の円筒
体を用い、一端側を軸方向のスリット2によって複数に
分割したアンカー筒体3と、このアンカー筒体3の分割
した一端側内部に嵌着した円錐台形状のクサビ体4とか
らなり、アンカー筒体3の外周面には、コンクリートに
対する耐引抜強度を得るため、凹段部5が施されてい
る。As shown in the drawing, the anchor 1 is made of a metal cylindrical body, and one end side is divided into a plurality of anchor slits 2 by an axial slit 2. A concave step portion 5 is formed on the outer peripheral surface of the anchor cylinder body 3 in order to obtain pull-out strength against concrete.
【0011】上記アンカー筒体3の内部は、略中間部分
から一端側がクサビ体4の打込み孔6で他端側がこの打
込み孔6よりも大径の鉄筋挿入孔7となり、鉄筋8は両
孔の段部9に当接するよう挿入される。Inside the anchor cylinder 3, one end side from the substantially middle portion is a driving hole 6 of the wedge body 4 and the other end side is a reinforcing bar insertion hole 7 having a diameter larger than the driving hole 6, and the reinforcing bar 8 is of both holes. It is inserted so as to abut the stepped portion 9.
【0012】前記アンカー筒体3と鉄筋8を結合するた
め、アンカー筒体3における他端側の周壁には、軸心を
挾む両側に横孔10が設けられ、挿入孔7内に鉄筋8を
挿入した状態で横孔10内に溶接11を施し、この溶接
11によってアンカー筒体3と鉄筋8を結合固定化して
いる。In order to connect the anchor cylinder 3 and the reinforcing bar 8, the peripheral wall on the other end side of the anchor cylinder 3 is provided with lateral holes 10 on both sides of the axis, and the reinforcing bar 8 is inserted in the insertion hole 7. Welding 11 is performed in the lateral hole 10 in a state in which is inserted, and by this welding 11, the anchor cylinder 3 and the reinforcing bar 8 are fixedly coupled.
【0013】この溶接11は、横孔10を埋める程度に
施し、アンカー筒体3の外周面に溶接11が出ないよう
にし、アンカー筒体3の外径に変化が生じないようにす
る。The welding 11 is applied to fill the lateral hole 10 so that the welding 11 does not appear on the outer peripheral surface of the anchor cylinder 3 and the outer diameter of the anchor cylinder 3 does not change.
【0014】この考案のアンカー装置は上記のような構
成であり、アンカー筒体3と鉄筋8を溶接11によって
結合し、アンカー筒体3の下部にクサビ体4をセットし
た図1(B)の状態でコンクリート床Aに鉄筋8を立設
するには、図2のように、アンカー筒体3が丁度納まる
直径と深さの下孔Bをコンクリート床Aに設け、この下
孔B内にアンカー1を挿入した状態でアンカー筒体3を
打込めば、下孔Bの内端に停止するクサビ体4に対して
アンカー筒体3が進入し、アンカー筒体3のスリット2
で分割した部分が下孔B内で拡開し、アンカー筒体3は
コンクリートに対して抜止め状に固着し、コンクリート
床A上に鉄筋8が起立状に固定化される。The anchor device of the present invention is constructed as described above, and the anchor cylinder 3 and the reinforcing bar 8 are joined by welding 11 and the wedge body 4 is set under the anchor cylinder 3 as shown in FIG. 1 (B). In order to erect the reinforcing bar 8 on the concrete floor A in this state, as shown in FIG. When the anchor cylinder 3 is driven in with 1 inserted, the anchor cylinder 3 enters the wedge body 4 that stops at the inner end of the pilot hole B, and the slit 2 of the anchor cylinder 3
The part divided by is expanded in the pilot hole B, the anchor cylinder 3 is fixed to the concrete in a retaining shape, and the reinforcing bar 8 is fixed on the concrete floor A in an upright state.
【0015】このようにしてコンクリート床A上に立設
した鉄筋8は、各種間仕切りや壁材の取り付けに利用さ
れる。The reinforcing bars 8 erected on the concrete floor A in this way are used for various partitions and wall materials.
【0016】[0016]
【考案の効果】以上のように、この考案によると、アン
カー筒体の周壁に横孔を設け、この横孔部分でアンカー
筒体と鉄筋を溶接により固定化したので、アンカー筒体
と鉄筋の結合がアンカー筒体の外径を変化させることな
く行なえ、コンクリートに設ける下孔をアンカー筒体の
外径に適合するよう形成でき、これによって下孔に対す
るアンカー筒体のガタツキ発生がなく、コンクリートに
鉄筋を強固に固定化できる。As described above, according to the present invention, a lateral hole is provided in the peripheral wall of the anchor cylinder, and the anchor cylinder and the reinforcing bar are fixed by welding at this lateral hole portion. The connection can be done without changing the outer diameter of the anchor cylinder, and the pilot hole provided in the concrete can be formed so as to match the outer diameter of the anchor cylinder, so that there is no rattling of the anchor cylinder against the pilot hole, Reinforcement can be firmly fixed.
【図1】(A)はアンカー装置の分解斜視図、(B)は
同上の組立状態を示す縦断面図FIG. 1A is an exploded perspective view of an anchor device, and FIG. 1B is a vertical cross-sectional view showing an assembled state of the same.
【図2】アンカー装置をコンクリート床に固定した縦断
面図[Fig. 2] Vertical sectional view of the anchor device fixed to the concrete floor.
1 アンカー 2 スリット 3 アンカー筒体 4 クサビ体 8 鉄筋 10 横孔 11 溶接 1 Anchor 2 Slit 3 Anchor cylinder 4 Wedge body 8 Reinforcing bar 10 Side hole 11 Welding
Claims (1)
の一端側にクサビ体を嵌合したアンカーと、このアンカ
ーに接続する鉄筋との組み合せからなり、アンカー筒体
の他端側周壁に横孔を設け、このアンカー筒体内に他端
側から挿入した鉄筋と該アンカー筒体を横孔の部分で溶
接により固定化したことを特徴とするアンカー装置。1. A combination of an anchor in which a wedge body is fitted to one end of an anchor cylinder divided into a plurality of slits and a reinforcing bar connected to the anchor, and a lateral hole is formed in the peripheral wall of the other end of the anchor cylinder. The anchor device is characterized in that the rebar inserted into the anchor cylinder from the other end side and the anchor cylinder are fixed by welding at the lateral hole portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3237093U JPH082239Y2 (en) | 1993-06-16 | 1993-06-16 | Anchor device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3237093U JPH082239Y2 (en) | 1993-06-16 | 1993-06-16 | Anchor device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH072536U JPH072536U (en) | 1995-01-13 |
JPH082239Y2 true JPH082239Y2 (en) | 1996-01-24 |
Family
ID=12357064
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3237093U Expired - Lifetime JPH082239Y2 (en) | 1993-06-16 | 1993-06-16 | Anchor device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH082239Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS516799Y2 (en) * | 1971-12-08 | 1976-02-24 | ||
JPS5355865U (en) * | 1977-09-14 | 1978-05-12 |
-
1993
- 1993-06-16 JP JP3237093U patent/JPH082239Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH072536U (en) | 1995-01-13 |
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