JP2000291207A - Support spacer for concrete reinforcing metal wire - Google Patents

Support spacer for concrete reinforcing metal wire

Info

Publication number
JP2000291207A
JP2000291207A JP11131826A JP13182699A JP2000291207A JP 2000291207 A JP2000291207 A JP 2000291207A JP 11131826 A JP11131826 A JP 11131826A JP 13182699 A JP13182699 A JP 13182699A JP 2000291207 A JP2000291207 A JP 2000291207A
Authority
JP
Japan
Prior art keywords
metal wire
concrete
support
hook
fulcrum
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
Application number
JP11131826A
Other languages
Japanese (ja)
Inventor
Heigiyoku Ra
炳玉 羅
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11131826A priority Critical patent/JP2000291207A/en
Publication of JP2000291207A publication Critical patent/JP2000291207A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • E04C5/201Spacer blocks with embedded separate holding wire or clips

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To simply attach with a small force by providing a circular arc-like fulcrum on one end of a trapezoidal support base, making a hole directing the direction of a fulcrum side provided on one side a force point side, and making an action point of a hook point formed by protruding a concrete reinforcing metal wire in the upper direction of the support base. SOLUTION: A circular are arcuate fulcrum 2 is provided on one end of the lower side of a trapezoidal support base 1 formed integrally of the same substance-based solid as concrete, and a hole 3 is provided slightly downward in the direction of the fulcrum 2 side from one side to be made the side of a point of force application. Furthermore, a rod-like operation member being a raising point of force application can be inserted, and a hook part 4 is fixed to be buried on the upper part of the upper base 1 formed so that an edge part protruded so as to hook the concrete reinforcing metal wire as the action point is folded in the direction of the side of the point of force application. Thereby the function of a lever is possessed on the support spacer of the reinforcing metal wire used for the reinforcement of concrete mainly in construction, and attaching can be performed by slight force.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、主に建築におい
てコンクリート打設前に、コンクリート補強用として使
用される溶接金網(ワイヤーメッシュ筋)及び鉄筋等の
補強金属線を、コンクリート打設後撤去される木材で出
来た型枠や、建物の一部として残るデッキプレート等の
上に必要寸法おいて支持し、コンクリートのかぶりを確
保するために使用するコンクリート補強金属線支持スペ
ーサーに関するものである。
BACKGROUND OF THE INVENTION The present invention mainly relates to a method of removing a reinforcing metal wire such as a wire mesh (wire mesh bar) and a reinforcing bar used for reinforcing concrete in a building prior to placing concrete. The present invention relates to a concrete-reinforced metal wire support spacer used for supporting a required size on a formwork made of wood or a deck plate remaining as a part of a building, and for securing concrete covering.

【0002】[0002]

【従来の技術】従来、床上にそれぞれが結束され一体化
し重量ともに有する溶接金網や鉄筋等の下に、スペーサ
ーを取り付ける場合、テコの機能を有したスペーサーは
皆無であり。一体化し重量ともに有するために手では上
がらず、テコ等を利用しての作業となる。その場合片手
でテコを上げ、もう一方の手でスペーサーを下に入れる
という不安定な姿勢となり、さらにスペーサーの数も、
たとえば床面積が1万mならば1万個、10万m
らば10万個というように床面1mにつき約一個と非
常に多く、作業もはかどらず重労働となる。また、コン
クリートの厚さにより支持する高さも違い、それに応じ
たスペーサが必要となる。また、スペーサはコンクリー
ト補強には直接関係はなく、逆に異物となる。
2. Description of the Related Art Conventionally, there is no spacer having a lever function when a spacer is mounted under a welded wire mesh, a reinforcing bar, or the like, which are united and integrated with each other on a floor and have both weight. Since it is integrated and has both weight, it cannot be lifted by hand, and it is necessary to use a lever or the like. In that case, raise the lever with one hand and put the spacer down with the other hand, resulting in an unstable posture, and the number of spacers,
For example 10,000 if 10,000 m 2 floor area, 100,000 to about one per floor 1 m 2 and so m 2 if 100,000 and so many, the hard labor is not expedite also work. In addition, the supporting height varies depending on the thickness of the concrete, and a spacer corresponding to the height is required. Further, the spacer has no direct relation to the concrete reinforcement, and conversely becomes a foreign substance.

【0003】[0003]

【発明が解決しょうとする課題】そこで、そのように不
安定な姿勢でテコ等を使用して手間取る事なく簡単に、
テコの機能を有したスペーサーは出来ないものかと、製
作においてもコンクリートの厚さにより、それに応じた
高さのスペーサーが必要ということは、型代にかかる経
費も高額となる。そこで高さ種類の少ない支持台におい
ても、対応出来ないものかと、使用材料においても異物
となる物を出来るだけ少なくにと、引っかけ部及び支持
台は金属線、又は、支持台のみコンクリートと同系質に
より開発されたものである。
Therefore, it is easy to use a lever or the like in such an unstable posture without having to take time.
Whether a spacer having the function of leverage is not possible, and the fact that a spacer having a height corresponding to the thickness of the concrete is required in the production also increases the cost for the mold. Therefore, in order to make it impossible to support even a support table with a small height type and to minimize foreign matter in the material used, the hook and the support table are made of metal wire, or only the support table is made of the same material as concrete. It was developed by

【0004】[0004]

【課題を解決するための手段】テコの機能を有した物か
ら構成されるもので、固体により台形状に一体形成され
た支持台を設け、その下側一端に円弧部を付けて支点と
し、一方の側面より支点側方向やや下向きに穴を設けて
力点側とし、引き起こす力点となる棒状の操作部材が挿
入出来るようにされ、作用点としてコンクリート補強金
属線を引っかけるように突出した先端部分が、力点側方
向に折れ曲がるように形成された引っかけ部を支持台上
部に埋め込むように個定した。
Means for Solving the Problems A support base integrally formed in a trapezoidal shape from a solid body is provided from a material having the function of a lever, and an arc portion is attached to one lower end thereof to serve as a fulcrum. A hole is provided slightly downward on the fulcrum side from one side to make it the power point side, so that a rod-shaped operating member that becomes a force point to be inserted can be inserted, and the tip part that protrudes so as to hook a concrete reinforcing metal wire as an action point, The hook portion formed so as to be bent in the direction of the force point was individually buried in the upper portion of the support base.

【0005】線材にて同様の機能を、コンクリート打設
後撤去される床材に用いて床材が撤去されても、下部の
露出が出来るだけ少ないようにと、下部中間が連結され
ない台形状に形成された支持台を一対設けて、下側一端
に円弧部を付けて支点とし、穴の代わりの機能を有する
ものとして、中間が突出した連結材にて、それぞれを連
結するように一方の側面に突出部を下向きに付けて力点
側とし、上向きにして支点側下部に付けて支点側とし、
棒状の操作部材を挿入するように、それぞれの突出部の
窪み側にあてて引き起こすようにした、作用点としてコ
ンクリート補強金属線を引っかけるように上方向に突出
した先端部分が力点側に折れ曲がった形状の引っかけ部
をそれぞれ支持台上部に固定した。又、支持台が高くな
れば連結材を引っかけ部、もしくは、支持台に取り付け
補強する事も出来る。
[0005] The same function as a wire is used for a floor material that is removed after placing concrete, so that even if the floor material is removed, the lower portion is exposed as little as possible, so that the lower middle portion is not connected to a trapezoidal shape. A pair of formed support bases is provided, and a lower end is provided with an arc portion to serve as a fulcrum, and has a function instead of a hole. To the fulcrum side by attaching the protruding part downward to the fulcrum side;
The rod-shaped operation member is inserted into the recessed side of each protrusion to cause it to be raised, and the tip end projecting upward to bend the concrete reinforcing metal wire as the point of action is bent toward the point of force. Were fixed to the upper part of the support table, respectively. In addition, if the height of the support is increased, the connecting member can be attached to the hook portion or the support and reinforced.

【0006】棒状の操作部材を斜めに設けるようにした
のは、テコの原理として小さい力でより大きな力を得る
ため、溶接金網や地組された鉄筋等の補強金属線一角内
よりはみ出る長い、棒状の操作部材を用いて引き起こし
た時に、手で握る側の一方が持ち上がる他の補強金属線
に接触して、引き起こす邪魔になる事がないようにと十
分な空間を設けたためであり、水平に設けるようにして
一角内に納まる長さの物においても可能であり、穴の設
け位置及び中間が突出した連結材の取り付け位置は重要
視されない。
The reason why the rod-shaped operating member is provided obliquely is that, in order to obtain a larger force with a small force as a principle of leverage, a long protruding portion of a reinforcing metal wire such as a welded wire mesh or a grounded reinforcing bar is used. When raised using the rod-shaped operating member, one side of the side gripped by hand comes in contact with the other reinforcing metal wire that is lifted, so that there is enough space so that it does not interfere with It is also possible to use a member having a length that can be accommodated within one corner by providing the hole, and the position where the hole is provided and the position where the connecting member with a protruding middle is attached are not regarded as important.

【0007】支点となる下部一端を円弧させたのは、引
っかけ部をコンクリート補強金属線に引っかけて、棒状
の操作部材を挿入し引き起こす時、それぞれが結束され
重量共に有るために動かず、逆に支持台の支点が滑るよ
うに回転しながら移動する移動支点となる。そのため、
より引っ掛かることなく円滑にとのためである。
The reason why the lower end serving as the fulcrum is arced is that when the hook portion is hooked on the concrete reinforcing metal wire and the rod-shaped operating members are inserted and caused, they do not move because they are bound and have a heavy weight. The fulcrum of the support stand is a moving fulcrum that moves while rotating so as to slide. for that reason,
This is because it is more smoothly without getting caught.

【0008】固体に、一体形成された支持台において
は、摩擦抵抗となる接地面が広いので、少しでも減らし
て滑り易くと形成時に溝を付け、もしくは滑り易い硬質
樹脂等を張り付け、さらにコンクリートとの密着性を強
めようと、その部分と側面以の表面に凹凸を設けた。
[0008] In the solid and integrally formed support base, since the grounding surface serving as a frictional resistance is wide, a groove is formed at the time of formation so as to reduce even a little to make it slippery, or a hard resin or the like which is slippery is stuck, and furthermore, concrete and In order to enhance the adhesiveness of the surface, irregularities were formed on the surface and the surface other than the side surface.

【0009】さらに、支持台の上部に溝を設けて、引っ
かけ起こした時にその部分にコンクリート補強金属線が
納まるようにした。
Further, a groove is provided in the upper portion of the support base so that the concrete reinforcing metal wire can be accommodated in that portion when the hook is raised.

【0010】引っかけ部の形状においては、突出部が支
持台上部より上方向に突出しているのみでも良いが、よ
り外れにくくするため先端部分を作用方向となる力点側
に、折れ曲がるような形状とし、そうする事によって、
その下面と支持台上端との隙間を補強金属線より若干狭
くすれば固定する事も出来る。
In the shape of the hooking portion, the projecting portion may only protrude upward from the upper portion of the support table. However, in order to make it harder to come off, the tip portion has a shape that bends to the force point side in the working direction. By doing so,
If the gap between the lower surface and the upper end of the support base is made slightly smaller than the reinforcing metal wire, it can be fixed.

【0011】その他、引っかけ部の形状として、Uの字
型状に形成した物を用いれば、引っかけて固定出来る二
つの機能を兼ね備える。固定方法として、その下部に支
持脚を付けて支持脚の固定位置を変える事により、違う
高さにおいて支持台を共用する事もできる。
In addition, if a hook portion is formed in a U-shape, it has two functions that can be hooked and fixed. As a fixing method, a support leg can be shared at a different height by attaching a support leg to a lower portion and changing a fixing position of the support leg.

【0012】[0012]

【発明の実施の形態】本発明の実施の形態を実施例にも
とづき図面を参照して説明する。図1において、コンク
リートと同系質の固体にて一体形成された支持台1を設
け、移動支点となる下側一端は通常の台形においても可
能であるが、より円滑にと円弧部2を設け、一方の側面
より円弧部2方向に、棒状の操作部材Cを挿入する事の
出来る穴3を設け、さらに、コンクリート補強金属線を
引っかけるように、上方向に突出した先端部分を力点側
方向に支持台1上端と、引っかけ部下面の隙間がコンク
リート補強金属線より若干狭くなるまで折り曲げた引っ
かけ部4を、支持台1上部に埋め込むように固定してコ
ンクリート補強金属線をその隙間に外れないように固定
出来るようにした。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described based on embodiments with reference to the drawings. In FIG. 1, a support base 1 integrally formed of a solid of the same type as concrete is provided, and a lower end serving as a fulcrum of movement can be formed in a normal trapezoidal shape. A hole 3 into which the rod-shaped operating member C can be inserted is provided in the direction of the circular arc portion 2 from one side surface, and the tip portion projecting upward is supported in the direction of the point of force so as to hook a metal reinforcing metal wire. The hook portion 4 bent until the gap between the upper end of the base 1 and the lower surface of the hook portion becomes slightly smaller than the concrete reinforcing metal wire is fixed so as to be embedded in the upper portion of the support base 1 so that the concrete reinforcing metal wire does not come off in the gap. It can be fixed.

【0013】図3に示される実施例では、支持台上部に
コンクリート補強金属線が納まる溝5を設けた。
In the embodiment shown in FIG. 3, a groove 5 for accommodating a concrete reinforcing metal wire is provided at the upper part of the support base.

【0014】図4に示される実施例では、Uの字型状に
形成された引っかけ部4bの固定方法として、開口を支
持台1の力点側となる穴3方向に向けて一対設け、その
下にそれぞれ支持脚8を付けて、支持台1上部に隙間を
空けて、埋め込むように固定した。
In the embodiment shown in FIG. 4, as a method of fixing the hook portion 4b formed in a U-shape, a pair of openings are provided in the direction of the hole 3 on the support point 1 on the side of the point of force. The support legs 8 were respectively attached to the support bases 1 and fixed so as to be embedded in the upper part of the support base 1 with a gap.

【0015】図5に示される実施例では、支点となる円
弧部2の滑りをさらに良くしょうと、その部分に溝5a
を設け、接地面積を減らし摩擦抵抗を減少させた。その
代わりとして、硬質樹脂のような滑り易い材質6を張り
付ける事も出来る(図6参照)。
In the embodiment shown in FIG. 5, in order to further improve the sliding of the arc portion 2 serving as a fulcrum, a groove 5a is formed in that portion.
Was provided to reduce the contact area and reduce the frictional resistance. Alternatively, a slippery material 6 such as a hard resin can be attached (see FIG. 6).

【0016】その他実施例として、支持台1とコンクリ
ートとの密着性を増すために円弧部2と側面以外の表面
を、部分的に突出又は、波状のような凹凸にする事も出
来る。
As another embodiment, the surface other than the arc portion 2 and the side surface can be partially protruded or made corrugated to increase the adhesion between the support 1 and concrete.

【0017】図7に示される実施例では、線材において
同様の機能を得ようと、下部中間が連結されない台形状
に形成された支持台1aを一対設け、下部一端側に円弧
部2aを設けて支点とし、中間が突出した連結材7にて
それぞれを連結するように、一方の側面に突出部を下向
きに付けて力点側とし、上向きにして反対側下部の円弧
部2a近くに付けて、さらに、支持台1a上方向に突出
した先端部分が力点側に折れ曲がり、その下面と支持台
1a上端との、隙間がコンクリート補強金属線より若干
狭くなるまで折り曲げた引っかけ部4aを、支持台1a
上部にそれぞれ固定した。
In the embodiment shown in FIG. 7, in order to obtain the same function in the wire, a pair of support bases 1a each having a trapezoidal shape whose lower middle is not connected is provided, and an arc portion 2a is provided at one lower end. As a fulcrum, a projecting portion is attached to one side face downward so as to be connected to each other by a connecting member 7 having an intermediate projecting portion, and the projecting portion is attached to a side near the arcuate portion 2a on the opposite side. The hook 4a is bent so that the tip end projecting upward from the support stand 1a is bent toward the point of force and the gap between the lower surface thereof and the upper end of the support stand 1a is slightly narrower than the concrete reinforcing metal wire.
Each was fixed on the upper part.

【0018】図8に示される実施例では、引っかけ部4
aの上部を連結材7aにより連結し補強する事も出来
る。連結材7aの取り付け場所としては、支持台1a側
面でもよい。
In the embodiment shown in FIG.
It is also possible to connect and reinforce the upper part of a with the connecting member 7a. The connecting member 7a may be attached to the side of the support 1a.

【0019】図9に示される実施例では、その他の引っ
かけ部として、Uの字型状に形成された引っかけ部4b
の開口を支持台1aの力点側方向に向けて、その下部に
支持脚8を付けて、それぞれの支持台1a上部に支持脚
8の適当なところを固定した。又、連結材7aにて支持
台1aの側面を連結し補強する事も出来る。尚、引っか
け部4bでもよい。
In the embodiment shown in FIG. 9, another hook portion 4b formed in a U-shape is used as another hook portion.
With the opening of the support base 1a directed toward the point of force of the support 1a, a support leg 8 was attached to the lower part thereof, and an appropriate portion of the support leg 8 was fixed above the support 1a. Further, the side surfaces of the support base 1a can be connected and reinforced by the connecting member 7a. Note that the hook portion 4b may be used.

【0020】図10に示される実施例では、引っかけ部
のその他形状として、先端部分が力点側に折れ曲がった
引っかけ部の、先端部分より少し中に入ったところを絞
るように下面と、支持台上端Aとの隙間をコンクリート
補強金属線より若干狭くした引っかけ部4cでも良い。
In the embodiment shown in FIG. 10, as the other shape of the hooking portion, the lower surface and the upper end of the support stand are narrowed so that the hooked portion whose tip portion is bent toward the point of force is slightly inside the tip portion. The hook portion 4c in which the gap with A is slightly narrower than the concrete reinforcing metal wire may be used.

【0021】又、Uの字型に形成された引っかけ部にお
いても同様に、上側一端より少し中に入ったところを絞
るように下面と、その下側の上面との隙間をコンクリー
ト補強金属線より若干狭くした引っかけ部4dでも良い
(図11参照)。さらに、Uの字型開口部をコンクリー
ト補強金属線より若干狭くして、そのままでは引っかけ
れないので、上側一端をより突出させた引っかけ部4e
を用いる事も出来る(図12参照)。
Similarly, in the hook portion formed in a U shape, a gap between the lower surface and the upper surface on the lower side is narrowed by the concrete reinforcing metal wire so as to squeeze a part slightly inward from the upper end. The hook 4d may be slightly narrowed (see FIG. 11). Further, since the U-shaped opening is slightly narrower than the concrete reinforcing metal wire and does not catch as it is, the catching portion 4e having the upper end protruded more.
Can also be used (see FIG. 12).

【0022】本発明の実施の状態を、Uの字型に形成さ
れた引っかけ部4bにおいて、側面展開図により説明す
れば、床D上にそれぞれが固定されたコンクリート補強
金属線Bの一角において、あらかじめ操作部材Cが穴3
に挿入された支持台1を逆さまにして、引っかけ部4b
にコンクリート補強金属線Bを引っかけて(図13参
照)、力点となる操作部材Cを引き起こし支持台1が起
き上がれば操作部材Cを抜き取り、取り付け完了である
(図14参照)。
The state of the embodiment of the present invention will be described with reference to a side view of a hook portion 4b formed in a U shape, at one corner of a concrete reinforcing metal wire B fixed on a floor D. Operation member C has hole 3
The support base 1 inserted into the hook is turned upside down, and
Then, the concrete reinforcing metal wire B is hooked (see FIG. 13), the operating member C serving as a point of emphasis is raised, and when the support 1 rises, the operating member C is pulled out and the mounting is completed (see FIG. 14).

【0023】[0023]

【発明の効果】支持台においては支点部分に丸みを付
け、その部分に滑り易い材質の物や、凹凸の溝を設けて
より摩擦抵抗を減らし、より床に引っ掛かることなくス
ムーズに起き上がるようにした。又、コンクリートと同
系質の材料にする事により異物となる物を出来るだけ少
なくし、その支点以外の側面に凹凸を設ける事により密
着性をより強め、さらに上部にコンクリート補強金属線
が納まる溝を設けた事により、より確実に固定出来る。
According to the present invention, the fulcrum is rounded at the fulcrum portion, and a slippery material or an uneven groove is provided at the fulcrum portion to reduce frictional resistance so that the support can be raised more smoothly without being caught on the floor. . In addition, by using a material similar in quality to concrete, foreign matter is reduced as much as possible, and by providing irregularities on the side surfaces other than the fulcrum, adhesion is further strengthened. By providing it, it can be fixed more securely.

【0024】引っかけ部は、支持台の上端との隙間がコ
ンクリート補強金属線より若干狭くなるまで折り曲げた
事により、引っかけ起こす時により外れにくく、そうす
る事により固定する事も出来る。Uの字型においては下
部に支持脚を付けて、その付ける位置を変えれば、一つ
の支持台において違う高さにも対応出来、高額な型代を
節約出来るようにし、さらに、上側一端部分を絞るよう
に、又は、より突出させて、引っかけ易く外れにくくし
た。
The hook portion is bent so that the gap with the upper end of the support stand is slightly smaller than the concrete reinforcing metal wire, so that the hook portion is less likely to come off when the hook portion is raised, and can be fixed by doing so. In the U-shape, if you attach support legs to the lower part and change the attachment position, one support stand can respond to different heights, save expensive mold costs, and furthermore, attach one upper end part By squeezing or projecting more, it is easy to catch and hard to come off.

【0025】操作部材においては支持台取り付け後、取
り外せるため異物として残らない。また、操作部材とし
て無理に製作しなくても、ドライバー等の工具や建設現
場に有る鉄筋の切れ端等を代用出来るようにと穴を一つ
とした。
The operating member does not remain as a foreign matter because it can be removed after the support base is attached. In addition, a single hole is provided so that a tool such as a screwdriver or a piece of a reinforcing bar at a construction site can be used instead of a forcibly manufactured operating member.

【0026】従来製品がもちえない、テコの機能を有す
るスペーサーにしたことにより、溶接金網を床に敷きつ
め、それぞれを結束した後にでも、従来品のように片手
でテコを上げ、もう一方の手でスペーサーを下に入れる
という不安定な姿勢の重労働から開放され、しかも、起
き上がる過程においてコンクリート補強金属線と、人と
の荷重を逆に利用し、金属線材のスプリングバック(金
属が元に戻ろうとする力)を利用し、引っかけ部に納ま
ったコンクリート補強金属線を外れないように固定する
ことの出来る素晴らしいスペーサーである。
By using a spacer having the function of a lever, which cannot be used in conventional products, the welded wire mesh is laid on the floor, and even after binding each other, the lever is raised with one hand as in the conventional product, and the other hand is used. In the process of getting up, you are freed from the heavy labor of unstable posture of putting down the spacer, and also use the concrete reinforcement metal wire and the load of the person in the process of getting up, the spring back of the metal wire (to return the metal to its original state) This is an excellent spacer that can be used to secure the concrete reinforced metal wire that fits in the hooked part without coming off.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.

【図2】 本発明の実施例の側面図である。FIG. 2 is a side view of an embodiment of the present invention.

【図3】 本発明の支持台上部に溝を付けた実施例の斜
視図である。
FIG. 3 is a perspective view of an embodiment of the present invention in which a groove is formed on an upper portion of a support base.

【図4】 本発明の他の引っかけ部の実施例の斜視図で
ある。
FIG. 4 is a perspective view of another hook portion according to an embodiment of the present invention.

【図5】 本発明の円弧部に溝を付けた実施例の斜視図
である。
FIG. 5 is a perspective view of an embodiment of the present invention in which a groove is formed in an arc portion.

【図6】 本発明の円弧部に滑り易い材質を付けた実施
例の斜視図である。
FIG. 6 is a perspective view of an embodiment of the present invention in which a slippery material is attached to the arc portion.

【図7】 その他実施例の斜視図である。FIG. 7 is a perspective view of another embodiment.

【図8】 その他実施例の引っかけ部を連結した実施例
の斜視図である。
FIG. 8 is a perspective view of an embodiment in which hook portions of other embodiments are connected.

【図9】 その他実施例の他の引っかけ部、及び支持台
の側面を連結した実施例の斜視図である。
FIG. 9 is a perspective view of another embodiment in which another hook portion and a side surface of a support are connected.

【図10】引っかけ部の他の形状の実施例の部分側面図
である。
FIG. 10 is a partial side view of an embodiment of another shape of the hook portion.

【図11】引っかけ部の他の形状の実施例の部分側面図
である。
FIG. 11 is a partial side view of an embodiment of another shape of a hook portion.

【図12】引っかけ部の他の形状の実施例の部分側面図
である。
FIG. 12 is a partial side view of an embodiment of another shape of the hook portion.

【図13】本発明の実施例の側面の展開図である。FIG. 13 is a development view of a side surface of the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1・1a 支持台 2・2a 円弧部 3 穴 4・4a・4b・4c・4d・4e 引っかけ部 5・5a 溝 6 滑り易い材質 7 中間が突出した連結材 7a 連結材 8 支持脚 A 支持台の上端 B コンクリート補強金属線 C 操作部材 D 床 DESCRIPTION OF SYMBOLS 1.1a Support stand 2.2a arc part 3 hole 4.4a 4b 4c 4d 4e Hook part 5.5a groove 6 Slippery material 7 Intermediate projecting connecting material 7a Connecting material 8 Support leg A Upper end B Concrete reinforced metal wire C Operating member D Floor

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成12年1月7日(2000.1.7)[Submission date] January 7, 2000 (2000.1.7)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Correction target item name] Brief description of drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の実施例の斜視図である。FIG. 1 is a perspective view of an embodiment of the present invention.

【図2】 本発明の実施例の側面図である。FIG. 2 is a side view of an embodiment of the present invention.

【図3】 本発明の支持台上部に溝を付けた実施例の斜
視図である。
FIG. 3 is a perspective view of an embodiment of the present invention in which a groove is formed on an upper portion of a support base.

【図4】 本発明の他の引っかけ部の実施例の斜視図で
ある。
FIG. 4 is a perspective view of another hook portion according to an embodiment of the present invention.

【図5】 本発明の円弧部に溝を付けた実施例の斜視図
である。
FIG. 5 is a perspective view of an embodiment of the present invention in which a groove is formed in an arc portion.

【図6】 本発明の円弧部に滑り易い材質を付けた実施
例の斜視図である。
FIG. 6 is a perspective view of an embodiment of the present invention in which a slippery material is attached to the arc portion.

【図7】 その他実施例の斜視図である。FIG. 7 is a perspective view of another embodiment.

【図8】 その他実施例の引っかけ部を連結した実施例
の斜視図である。
FIG. 8 is a perspective view of an embodiment in which hook portions of other embodiments are connected.

【図9】 その他実施例の他の引っかけ部、及び支持台
の側面を連結した実施例の斜視図である。
FIG. 9 is a perspective view of another embodiment in which another hook portion and a side surface of a support are connected.

【図10】引っかけ部の他の形状の実施例の部分側面図
である。
FIG. 10 is a partial side view of an embodiment of another shape of the hook portion.

【図11】引っかけ部の他の形状の実施例の部分側面図
である。
FIG. 11 is a partial side view of an embodiment of another shape of a hook portion.

【図12】引っかけ部の他の形状の実施例の部分側面図
である。
FIG. 12 is a partial side view of an embodiment of another shape of the hook portion.

【図13】本発明の実施の状態を示す側面展開図であ
る。
FIG. 13 is a side elevational view showing an embodiment of the present invention.

【図14】本発明の実施の状態を示す側面展開図であ
る。
FIG. 14 is a side elevational view showing an embodiment of the present invention.

【符号の説明】 1・1a 支持台 2・2a 円弧部 3 穴 4・4a・4b・4c・4d・4e 引っかけ部 5・5a 溝 6 滑り易い材質 7 中間が突出した連結材 7a 連結材 8 支持脚 A 支持台の上端 B コンクリート補強金属線 C 操作部材 D 床DESCRIPTION OF SYMBOLS 1 ・ 1a Support base 2.2a Arc section 3 Holes 4 ・ 4a ・ 4b ・ 4c ・ 4d ・ 4e Hooking section 5.5a Groove 6 Slippery material 7 Intermediate projecting connecting material 7a Connecting material 8 Support Leg A Upper end of support base B Concrete reinforced metal wire C Operating member D Floor

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 台形状に形成された支持台(1)を設け
てその下側一端に円弧部(2)を付けて支点とし、一方
の側面に穴(3)を支点側の方向に向けて設け力点側と
し、作用点としてコンクリート補強金属線を引っかける
よう上方向に突出した先端部分が力点側方向に折れ曲が
るように形成された引っかけ部(4)を、支持台(1)
の上部に固定したものから成るテコの機能を有したこと
を特徴とするコンクリー補強金属線支持スペーサー。
1. A trapezoidal support base (1) is provided, and a lower end of the support base (1) is provided with an arc portion (2) to serve as a fulcrum, and a hole (3) is formed on one side surface in the direction of the fulcrum. The support portion (1) is provided with a hook portion (4) formed so that a tip portion protruding upward so as to hook a concrete reinforcing metal wire as an action point is bent in the direction of the force point side.
A concrete-reinforced metal wire support spacer having a lever function of being fixed to an upper portion of the metal wire.
【請求項2】 支持台(1)上部に溝(5)を設けた請
求項1記載のコンクリート補強金属線支持スペーサー。
2. The concrete-reinforced metal wire supporting spacer according to claim 1, wherein a groove (5) is provided on the support base (1).
【請求項3】 支持台(1)の円弧部(2)以外の側面
が凹凸した請求項1又は2記載のコンクリート補強金属
線支持スペーサー。
3. The concrete-reinforced metal wire supporting spacer according to claim 1, wherein the side surface of the support base (1) other than the arc portion (2) is uneven.
【請求項4】 支持台(1)の円弧部(2)が滑り易い
ようにと、その部分に溝(5a)を設け、又は滑り易い
材質(6)の物を付けた請求項1〜3いずれか1記載の
コンクリート補強金属線支持スペーサー。
4. A groove (5a) is provided in the arcuate portion (2) of the support base (1) so that the portion is slippery, or a material of a slippery material (6) is attached to the portion. The spacer for supporting a concrete-reinforced metal wire according to any one of the preceding claims.
【請求項5】 下部中間が連結されない台形状に形成さ
れた支持台(1a)を一対設けて下側一端に円弧部(2
a)を付けて支点とし、中間が突出した連結材(7)に
て、それぞれを連結するように一方の側面に突出部を下
向きに付けて力点側とし、上向きにして支点側に付け、
作用点としてコンクリート補強金属線を引っかけるよう
に上方向に突出した先端部分が力点側方向に折れ曲がる
ように形成された引っかけ部(4a)を、支持台(1
a)上部に固定して、又は、連結材(7a)にて引っか
け部、もしくは、支持台(1a)を連結する事の出来る
ものから成るテコの機能を有したことを特徴とするコン
クリート補強金属線支持スペーサー。
5. A pair of support bases (1a) each having a trapezoidal shape whose lower middle portion is not connected is provided, and an arc portion (2) is provided at one lower end.
a) is used as a fulcrum, and a connecting member (7) with an intermediate protruding portion is provided with a protruding portion downward on one side so as to be connected to each other so as to be a power point side, and is attached upward to a fulcrum side;
A hook portion (4a) formed so that a tip portion protruding upward so as to hook a concrete reinforcing metal wire as an action point is bent in the direction of a force point is attached to the support base (1).
a) Concrete reinforcing metal characterized by having a function of a lever fixed to an upper portion or a hook portion or a support (1a) which can be connected by a connecting member (7a). Line support spacer.
【請求項6】 引っかけ部の形状として、Uの字型状に
形成された引っかけ部(4b)の下部に支持脚(8)を
付けた請求項1・3・4・5いずれか1記載のコンクリ
ート補強金属線支持スペーサー。
6. The hook portion according to claim 1, wherein the hook portion has a support leg attached to a lower portion of the hook portion formed in a U-shape. Concrete reinforced metal wire support spacer.
JP11131826A 1999-04-02 1999-04-02 Support spacer for concrete reinforcing metal wire Pending JP2000291207A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11131826A JP2000291207A (en) 1999-04-02 1999-04-02 Support spacer for concrete reinforcing metal wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11131826A JP2000291207A (en) 1999-04-02 1999-04-02 Support spacer for concrete reinforcing metal wire

Publications (1)

Publication Number Publication Date
JP2000291207A true JP2000291207A (en) 2000-10-17

Family

ID=15067015

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11131826A Pending JP2000291207A (en) 1999-04-02 1999-04-02 Support spacer for concrete reinforcing metal wire

Country Status (1)

Country Link
JP (1) JP2000291207A (en)

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