JPH09184243A - Reinforcement interval retainer - Google Patents

Reinforcement interval retainer

Info

Publication number
JPH09184243A
JPH09184243A JP35438395A JP35438395A JPH09184243A JP H09184243 A JPH09184243 A JP H09184243A JP 35438395 A JP35438395 A JP 35438395A JP 35438395 A JP35438395 A JP 35438395A JP H09184243 A JPH09184243 A JP H09184243A
Authority
JP
Japan
Prior art keywords
reinforcement
reinforcing bar
support plates
main body
interval
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
Application number
JP35438395A
Other languages
Japanese (ja)
Other versions
JP2912865B2 (en
Inventor
Yasuaki Takagi
保明 高木
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.)
Toko Sangyo Co Ltd
Original Assignee
Toko Sangyo Co Ltd
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 Toko Sangyo Co Ltd filed Critical Toko Sangyo Co Ltd
Priority to JP35438395A priority Critical patent/JP2912865B2/en
Publication of JPH09184243A publication Critical patent/JPH09184243A/en
Application granted granted Critical
Publication of JP2912865B2 publication Critical patent/JP2912865B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To enable a reinforcement interval retainer for retaining the interval between reinforcement and form to correspond to a variety of reinforcement retaining intervals by varying the mounting posture of the retainer on the form. SOLUTION: The main body 1 of a reinforcement interval retainer, formed integrally from a synthetic resin, retains the interval between form and horizontal reinforcement by mounting vertical reinforcement in its cylindrical fitting part 2 that vertically passes through it, causing the lower end faces of support plates 3, 3a projected in cruciform to be placed on the horizontal reinforcement, and bringing small hemispherical projections 6, 6a formed on the upper end faces of the support plates 3, 3a into contact with the form. When the retainer main body 1 is inverted, the retaining interval varies. Support ribs 5a, 5b provided between the support plates 3, 3a are placed on the reinforcement, and the two support plates 3, 3a are brought into contact with the form as legs to obtain another retaining interval. Therefore, the reinforcement can be held at a variety of retaining intervals by use of one retainer main body 1.

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】本発明は鉄筋コンクリート構
造物やコンクリート製品中において、鉄筋と型枠との間
隔を保持し、所望のかぶり厚さを得られる様にした鉄筋
間隔保持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 spacing holder for holding a spacing between a reinforcing bar and a mold in a reinforced concrete structure or a concrete product so that a desired cover thickness can be obtained.

【0002】[0002]

【従来の技術】従来、この種の鉄筋間隔保持具は種々の
構成をしたものが見受けられ、例えば図16に示す様な鉄
筋間隔保持具aは、その本体を4本の腕部b、b1…から
なる十字状に形成し、縦鉄筋cを挿嵌保持する円筒状の
第一の鉄筋保持部dと、該第一の鉄筋保持部dに対し直
交配置した横鉄筋c1を挟着保持する第二の鉄筋保持部d
1、d2を同一線上にある一対の腕部b2、b3の夫々に突設
してなるが、鉄筋コンクリート構造物やコンクリート製
品はその種類やその他の諸条件に応じて鉄筋と型枠との
間隔が異なり、又使用される鉄筋の径も種々異なるた
め、鉄筋に使用される鉄筋間隔保持具aもこれに応じて
種々のものを予め準備する必要があり、鉄筋間隔保持具
aの取付け作業において、使用箇所により適切な鉄筋間
隔保持具を選択せねばならず、この様に使い分けながら
の取付け作業では作業が煩雑となり、能率が悪い欠点を
有していた。
2. Description of the Related Art Heretofore, various types of reinforcing bar spacing holders of this type have been found. For example, a reinforcing bar spacing holder a as shown in FIG. 16 has a body of four arm portions b, b1. A cylindrical first reinforcing bar holding part d for inserting and holding a vertical reinforcing bar c and a horizontal reinforcing bar c1 arranged orthogonal to the first reinforcing bar holding part d are sandwiched and held. Second rebar holding part d
1, d2 are projected on each of a pair of arm parts b2, b3 on the same line, but in reinforced concrete structures and concrete products, the distance between the reinforcing bar and the formwork depends on the type and other conditions. Since the diameters of the reinforcing bars used are different, and the diameters of the reinforcing bars used are also different, it is necessary to prepare various kinds of reinforcing bar spacing holders a to be used for the reinforcing bars in advance. It is necessary to select an appropriate rebar spacing retainer depending on the place of use, and the work is complicated in the mounting work while properly using them, and there is a drawback of inefficiency.

【0003】[0003]

【発明が解決しようとする課題】本発明は鉄筋と型枠と
の間隔や使用される鉄筋の径が異なっても、この条件に
応じて選択する必要のない様な、使い勝手の良い鉄筋間
隔保持具を提供せんとするものである。
SUMMARY OF THE INVENTION According to the present invention, even if the distance between the reinforcing bar and the form or the diameter of the reinforcing bar used is different, it is not necessary to select the reinforcing bar according to this condition, and it is easy to use. The purpose is to provide the ingredients.

【0004】[0004]

【課題を解決するための手段】本発明は上記従来技術に
基づく、鉄筋間隔保持具の選択使用の課題に鑑み、円筒
状の嵌着部を中心として、その十字方向に夫々嵌着部と
同一高さの支持板を突出形成する共に、少なくとも1つ
の支持板はその突出長さを他の支持板と異にし、又支持
板の上下端面部に上方と下方では突出長さを異にした凸
部を突出形成し、又隣接する支持板間で形成される直角
部に略L字状の支持リブを設けた鉄筋間隔保持具を提供
し、縦鉄筋を嵌着部に挿着すると共に、横鉄筋をその径
に対応可能な突出長さを有する支持板の上端面部に載置
することにより簡単に交差鉄筋に取付けられ、又この時
のかぶり厚さは上下で長さの異なる凸部によって、鉄筋
間隔保持具の天地逆の使用で変更可能とし、他の使用方
法として、鉄筋を水平支持するバーサポートとしての使
用することも可能で、この場合鉄筋間隔保持具は嵌着部
の開口部端面上に鉄筋を載置する使用だけでなく、直角
関係にある2枚の支持板を脚として立設させ、上向きの
支持リブの内角部に鉄筋を載置して使用できる様にし
て、上記欠点を解決せんとしたものである。
SUMMARY OF THE INVENTION In view of the problems of selective use of the reinforcing bar interval holders based on the above-mentioned prior art, the present invention is centered around a cylindrical fitting portion and is the same as the fitting portion in the cross direction. At the same time as forming a supporting plate of height, at least one supporting plate has a protruding length different from that of the other supporting plates, and the upper and lower end face portions of the supporting plate have different protruding lengths at upper and lower sides. Provided is a reinforcing bar spacing holder in which a right-angled part formed between adjacent supporting plates is provided with a substantially L-shaped supporting rib, and a vertical reinforcing bar is inserted into the fitting part, The reinforcing bar can be easily attached to the crossed reinforcing bar by placing it on the upper end surface part of the support plate having a protruding length corresponding to its diameter, and the covering thickness at this time is the upper and lower convex parts having different lengths. This can be changed by using the rebar spacing holder upside down. It can also be used as a flat support bar support. In this case, the rebar spacing retainer is not only used for placing rebar on the end face of the opening of the fitting part, but also for supporting two support plates in a right angle relationship. This is to solve the above-mentioned drawbacks by vertically setting the legs so that the reinforcing bars can be placed and used at the inner corners of the upward supporting ribs.

【0005】[0005]

【発明の実施の形態】以下本発明の実施の形態を図面に
基づいて説明すると、1は合成樹脂製にて一体成形され
た鉄筋間隔保持具の本体であり、該本体1は上下に貫通
する略円筒状の嵌着部2を設けると共に、該嵌着部2を
中心として、嵌着部2の十字方向に矩形状の支持板3、
3a…を突出形成し、該支持板3、3a…の上下端面部に凸
部4、4a…を突設し、又隣接する支持板3、3a…間で形
成される直角部に略L字状の支持リブ5、5a…を形成し
ている。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of the present invention will be described with reference to the drawings, in which 1 is a main body of a reinforcing bar spacing holder integrally formed of synthetic resin, and the main body 1 penetrates vertically. A substantially cylindrical fitting portion 2 is provided, and a rectangular support plate 3 is provided around the fitting portion 2 in the cross direction of the fitting portion 2,
3a ... are formed in a protruding manner, convex portions 4, 4a ... Are projected on the upper and lower end surface portions of the support plates 3, 3a. -Shaped support ribs 5, 5a ... Are formed.

【0006】支持板3、3a…の夫々はその突出長さとな
る上下端面部の長さを全て同じ又は少なくとも1つを異
にしており、上下端面部に夫々設けた凸部4、4a…は略
矩形状にして、上方側及び下方側の夫々は同一長で、上
方側と下方側ではその長さを異にし、又凸部4、4a…の
上下端面部の夫々には小半球状の突起6、6a…を設けて
いる。
Each of the support plates 3, 3a ... Has the same or at least one different length of the upper and lower end face portions as the projecting length, and the convex portions 4, 4a. The upper side and the lower side have a substantially rectangular shape, the upper side and the lower side have the same length, and the upper side and the lower side have different lengths. Protrusions 6, 6a ... Are provided.

【0007】従って本体1を天地逆にした場合には、型
枠設置面F、F1から支持板3、3a…の上方となる端面部
の高さH、H1を異にし、この高さH、H1は適宜に設定さ
れている。
Therefore, when the main body 1 is turned upside down, the heights H and H1 of the end face portions above the support plates 3, 3a ... H1 is set appropriately.

【0008】又、凸部4、4a…と、支持板3、3a…の上
下端面部で構成される内角部は所定曲率の円弧状に形成
している。
Further, the inner corner portions formed by the convex portions 4, 4a ... And the upper and lower end surface portions of the support plates 3, 3a ... Are formed in an arc shape having a predetermined curvature.

【0009】支持板3、3a…の突出線上において、嵌着
部2の内径の一点から凸部4、4a…までの距離Xが交差
鉄筋の一方の直径以下に設定している。
The distance X from one point of the inner diameter of the fitting portion 2 to the convex portions 4, 4a ... On the projecting lines of the support plates 3, 3a ... Is set to be equal to or less than one diameter of the crossed reinforcing bars.

【0010】したがって、図において、凸部4、4a…は
支持板3、3a…の上下端面部の先端に突設したものを示
したが、上記の距離X、X1…を有していれば、凸部4、
4a…を支持板3、3a…の基端と先端間の中途位置に設け
ても良い。
Therefore, in the figure, the convex portions 4, 4a ... Shown at the tips of the upper and lower end face portions of the support plates 3, 3a ..., However, if the distances X, X1. , Convex portion 4,
4a may be provided at a midway position between the base end and the tip of the support plates 3, 3a.

【0011】7、7a…は凸部4、4a…及び支持板3、3a
…の側面部に上下方向にわたり突設した一条の突条リブ
であり、直角関係にある支持板3、3a…に設けた突条リ
ブ7、7a…は支持リブ5、5a…の端部に連続形成してい
る。
Reference numerals 7, 7a ... Represent convex portions 4, 4a ... And support plates 3, 3a.
Is a single rib protruding from the side surface of the supporting member in the vertical direction. The ribs 7, 7a provided on the supporting plates 3, 3a in a right angle relationship are provided at the ends of the supporting ribs 5, 5a. It is continuously formed.

【0012】又、支持リブ5、5a…の内角部は所定曲率
の円弧状に形成し、又支持リブ5、5a…の形成位置は、
図1において下方に設けたものを示したが、図1におい
て上方に設けたり、中央に設けたり、又上下両方や上下
及び中央に設けても良い。
Further, the inner corners of the support ribs 5, 5a ... Are formed in an arc shape having a predetermined curvature, and the formation positions of the support ribs 5, 5a.
Although it is provided in the lower part in FIG. 1, it may be provided in the upper part, the central part, both in the upper and lower parts, or in the upper and lower parts and in the central part in FIG.

【0013】尚、上記において、嵌着部2は上下貫通し
たものを示したが、図12に示す様に嵌着部2の開口部の
一方を閉塞したり、又図13に示す様に閉塞面8の周囲に
断面略V字状の切込み溝9を形成し、閉塞面8を打ち抜
いて開口可能に形成しても良い。
In the above description, the fitting portion 2 is shown as vertically penetrating, but one of the openings of the fitting portion 2 is closed as shown in FIG. 12, or as shown in FIG. A cut groove 9 having a substantially V-shaped cross section may be formed around the surface 8 and the closed surface 8 may be punched out so as to be opened.

【0014】又、切込み溝9を形成しない閉塞面8を設
けたものについては、図14及び図15に示す様に、閉塞面
8外方に凸部4、4a…と同一長さの脚部10を設けても良
く、該脚部10の下端面には凸部4、4a…と同様に突起6
を設けている。
Further, in the case where the closing surface 8 without the cut groove 9 is provided, as shown in FIGS. 14 and 15, the leg portions having the same length as the convex portions 4, 4a ... 10 may be provided, and the lower end surface of the leg portion 10 has a protrusion 6 similar to the protrusions 4, 4a.
Is provided.

【0015】尚、本体1は天地逆に使用するだけではな
く、図11に示す様に直角関係にある2つの支持板3、3a
…を脚として、本体1を横臥状態にして使用することも
可能であり、型枠設置面F、F1から内角部が上向きの支
持リブ5、5a…までの高さは、支持板3、3a…の突出長
さ及び支持リブ5、5a…の厚みによって適宜に設定され
る。
The main body 1 is not only used upside down, but as shown in FIG. 11, two support plates 3 and 3a in a right-angled relationship.
It is also possible to use the main body 1 in a recumbent state by using the ... as legs, and the height from the frame mounting surfaces F, F1 to the supporting ribs 5, 5a whose inner corners face upward is the supporting plates 3, 3a. Is appropriately set depending on the protruding length of the ... And the thickness of the supporting ribs 5, 5a.

【0016】上記の様に、本体1を横臥状態で使用する
場合、基本的には支持板3、3a…が脚となるが、支持リ
ブ5、5a…及び突条リブ7、7a…の厚みによっては、支
持板3、3a…と共に突条リブ7、7a…も型枠設置面F、
F1に接地したり、又突条リブ7、7a…のみが型枠設置面
F、F1に接地する場合もある。
As described above, when the main body 1 is used in a recumbent state, basically the support plates 3, 3a ... Are legs, but the thickness of the support ribs 5, 5a ... And the ribs 7, 7a. Depending on the supporting plates 3, 3a, the ribs 7, 7a, ... may also be formed on the formwork mounting surface F,
In some cases, it may be grounded to F1, or only the ribs 7, 7a ... May be grounded to the mold mounting surface F, F1.

【0017】次に本発明に係る鉄筋間隔保持具の作用に
ついて説明すると、交差鉄筋S、S1への本体1の装着
は、嵌着部2に縦鉄筋Sを挿着すると共に、横鉄筋S1を
支持板3、3a…上に載置する。
Next, the operation of the reinforcing bar spacing holder according to the present invention will be described. When mounting the main body 1 on the crossed reinforcing bars S and S1, the vertical reinforcing bar S is inserted into the fitting portion 2 and the horizontal reinforcing bar S1 is attached. Placed on the support plates 3, 3a ....

【0018】本体1は型枠設置面F、F1から支持板3、
3a…の上端面部の高さH、H1が本体1の上向き使用、下
向き使用で異なるので、所望のかぶり厚さに応じて使用
する。
The main body 1 includes a mold mounting surface F, F1 to a support plate 3,
Since the heights H and H1 of the upper end surface of 3a differ depending on whether the main body 1 is used facing up or down, the height is used depending on the desired cover thickness.

【0019】又、嵌着部2から凸部4、4a…までの距離
X、X1…が横鉄筋S1の直径以上となる支持板3、3a…の
上端面部に、横鉄筋S1を対応させる。
Further, the horizontal reinforcing bars S1 are made to correspond to the upper end surface portions of the supporting plates 3, 3a ... Where the distances X, X1 ... From the fitting portion 2 to the convex portions 4, 4a ... Are greater than the diameter of the horizontal reinforcing bars S1.

【0020】又、本体1は鉄筋Sの水平状態を保持する
バーサポートとして使用することも可能であり、この場
合には本体1の嵌着部2の上下開口部端面の一方を鉄筋
Sの交差部位又は交差していない部位の載置部とし、支
持板3、3a…間を通る様に鉄筋Sを載置支持する。
The main body 1 can also be used as a bar support for holding the reinforcing bar S in a horizontal state. In this case, one of the end faces of the upper and lower openings of the fitting portion 2 of the main body 1 intersects with the reinforcing bar S. The reinforcing bars S are placed and supported so as to pass through the support plates 3, 3a ...

【0021】上記のバーサポートとしての使用にあって
も、当然ながら、型枠設置面F、F1から支持板3、3a…
の上端面部までが高さH、H1となる本体1の上向き使
用、下向き使用が可能であり、型枠からの鉄筋Sの水平
高さ位置を選択できる。
Even in the above-mentioned use as a bar support, as a matter of course, from the frame mounting surfaces F, F1 to the supporting plates 3, 3a ...
It is possible to use the main body 1 in an upward direction and a downward direction in which the heights H and H1 are up to the upper end surface part of the body 1, and the horizontal height position of the reinforcing bar S from the formwork can be selected.

【0022】他のバーサポートとしての使用方法として
は、直角関係にある2枚の支持板3、3a…を脚として本
体1を横臥状態となし、内角部が上向きの支持リブ5、
5a…に鉄筋Sを載置して使用でき、この場合にも型枠設
置面F、F1から支持リブ5、5a…の内角部までの高さH
2、H3を選択することが出来る。
As another method of using the bar support, the main body 1 is laid down with two supporting plates 3, 3a ...
The rebar S can be placed on the 5a ..., and in this case as well, the height H from the frame mounting surfaces F, F1 to the inner corners of the supporting ribs 5, 5a.
2, H3 can be selected.

【0023】又、図12に示す嵌着部2に閉塞面8を設け
た本体1では、縦鉄筋Sを有する交差鉄筋S、S1の交差
部位を装着する場合、本体1の上向き使用のみが可能で
あるが、バーサパートとしての使用は上記と同様であ
り、又図14及び図15の様に閉塞面8外方に脚部10を設け
た本体1では、脚部10を下方とした本体1の上向き使用
のみが可能で、本体1の横臥状態の使用は上記と同様で
ある。
Further, in the main body 1 in which the fitting portion 2 shown in FIG. 12 is provided with the closing surface 8, when the crossing portion of the crossed reinforcing bars S and S1 having the vertical reinforcing bar S is mounted, only the upward facing use of the main body 1 is possible. However, the use as a versatpart is similar to the above, and in the main body 1 in which the leg portion 10 is provided outside the closing surface 8 as shown in FIGS. It can be used only in the upward direction, and the use of the body 1 in the recumbent state is the same as above.

【0024】又、図13に示す閉塞面8の周囲に切込み溝
9を形成した本体1では、必要に応じて、閉塞面8を打
ち抜いてこれを開口させ、その他の使用にあっては上記
と同様である。
Further, in the main body 1 shown in FIG. 13 in which the notch groove 9 is formed around the closed surface 8, the closed surface 8 is punched out to open it if necessary, and in other uses, as described above. It is the same.

【0025】又、本体1の上向き使用、下向き使用にお
いて、突起6、6a…は同一平面上に設けてなるため、こ
れにより本体1が型枠内面より浮いた状態となり、脱型
後、支持板3、3a…が直接コンクリート面に露出しない
ため、これがコンクリート製品の表面に露出することに
よるコンクリート製品の強度低下や美感を損なうことは
ない。
Further, since the projections 6 and 6a are provided on the same plane when the main body 1 is used in the upward and downward directions, the main body 1 is floated from the inner surface of the mold, and after the mold is removed, the support plate is released. .. are not directly exposed on the concrete surface, so that they are not exposed to the surface of the concrete product, so that the strength and aesthetics of the concrete product are not deteriorated.

【0026】又、本体1の横臥状態の使用においても、
支持板3、3a…又は突条リブ7、7a…の稜線が型枠に当
接するのみで、支持板3、3a…及び突条リブ7、7a…全
体がコンクリート面に露出しない様にして、コンクリー
ト製品の強度低下や美感を損なうことを防止している。
Also, when the body 1 is used in a recumbent state,
The ridges of the support plates 3, 3a ... Or the ribs 7, 7a ... Abut only on the formwork, and the support plates 3, 3a ... And the ribs 7, 7a. It prevents the deterioration of the strength and aesthetics of concrete products.

【0027】[0027]

【発明の効果】要するに本発明は、合成樹脂製からなる
鉄筋間隔保持具であって、円筒状の嵌着部2を中心とし
て、その十字方向に夫々嵌着部2と同一高さの支持板
3、3a…を突出形成し、該支持板3、3a…の上下端面部
に凸部4、4a…を突出形成したので、本体1を上向き使
用、又は下向き使用のいずれにも使用できると共に、交
差鉄筋S、S1への装着においても縦鉄筋Sを嵌着部2に
挿着し、横鉄筋S1をいずれかの支持板3、3a…上に載置
するのみで簡単に作業でき、又本発明に係る鉄筋間隔保
持具は、従来の様に細長な腕部を十字状に交差した構成
でないため、コンクリート打設時に生ずる衝撃によって
も破損することのない強度を有する。
In summary, the present invention is a reinforcing bar spacing holder made of a synthetic resin, and a supporting plate having the same height as the fitting portions 2 in the cross direction with the cylindrical fitting portion 2 as the center. 3 and 3a are formed to project, and convex portions 4 and 4a are formed to project from the upper and lower end surface portions of the support plates 3, 3a, so that the main body 1 can be used for either upward or downward use. Even when mounting on the crossed reinforcing bars S and S1, the vertical reinforcing bars S can be inserted into the fitting portion 2 and the horizontal reinforcing bars S1 can be simply placed on any one of the supporting plates 3, 3a ... Since the reinforcing bar interval holder according to the present invention does not have a structure in which elongated arms cross in a cross shape as in the conventional case, it has strength not to be damaged by an impact generated during concrete pouring.

【0028】又、嵌着部2に縦鉄筋Sを挿着せずに使用
する場合、例えば交差鉄筋S、S1を水平に支持する場合
においても、嵌着部2の上下開口部端面の一方を鉄筋
S、S1の交差部位又は交差しない部位の載置部とし、鉄
筋S、S1が支持板3、3a…の間を通る様に載置支持すれ
ば、鉄筋S、S1を水平に支持するバーサポートとしても
利用できる。
Further, when the vertical reinforcing bars S are used without being inserted into the fitting portion 2, for example, even when the crossed reinforcing bars S and S1 are supported horizontally, one of the end faces of the upper and lower openings of the fitting portion 2 is reinforced. A bar support for horizontally supporting the rebars S and S1 if the rebars S and S1 are placed and supported so that the rebars S and S1 pass between the support plates 3 and 3a. Also available as

【0029】又、少なくとも1つの支持板3、3a…はそ
の突出長さを他の支持板3、3a…と異にしたので、嵌着
部2から凸部4、4a…までの距離Xが横鉄筋S1の直径以
上となる支持板3、3a…の上端面部に、横鉄筋S1を対応
させられ、使用箇所により横鉄筋S1の径が異なっても、
従来の様な適切な鉄筋間隔保持具を選択する使い分けな
がらの取付け作業を不要とし、作業能率を向上させるこ
とが出来、特に支持板3、3a…の突出長さの全てを異に
すれば8通りの使用が可能となる。
Further, since at least one of the support plates 3, 3a ... Has a protruding length different from that of the other support plates 3, 3a ..., the distance X from the fitting portion 2 to the convex portions 4, 4a. The horizontal reinforcing bars S1 are made to correspond to the upper end surface portions of the supporting plates 3, 3a, which are larger than the diameter of the horizontal reinforcing bars S1, and even if the diameter of the horizontal reinforcing bars S1 varies depending on the use location,
It is possible to improve work efficiency by eliminating the need for the conventional installation work of selecting an appropriate rebar spacing retainer while using them properly, and especially if all the projecting lengths of the support plates 3, 3a are different. Can be used on the street.

【0030】又、上方と下方の凸部4、4a…は突出長さ
を異にしたので、本体1を上向き使用又は下向き使用の
2通りの使用で、型枠から交差鉄筋S、S1までの距離
H、H1…を可変できるため、2通りのかぶり厚さに対応
させることができる。
Further, since the upper and lower convex portions 4, 4a ... Have different projecting lengths, the main body 1 can be used upward or downward, and from the formwork to the crossed reinforcing bars S and S1. Since the distances H, H1 ... Can be changed, it is possible to correspond to two different cover thicknesses.

【0031】又、隣接する支持板3、3a…間で形成され
る直角部に略L字状の支持リブ5、5a…を設けたので、
本体1を上記した上向き使用又は下向き使用以外に、本
体1を横臥させて、内角部が上向きの支持リブ5、5a…
に鉄筋Sを載置することにより、鉄筋Sを型枠より所定
高さ位置に水平に支持することができる。
Further, since the substantially L-shaped support ribs 5, 5a ... Are provided at the right angle portion formed between the adjacent support plates 3, 3a.
In addition to the above-mentioned upward use or downward use of the main body 1, the main body 1 is laid down and the supporting ribs 5, 5a whose inner corners are directed upwards ...
By mounting the rebar S on the, the rebar S can be supported horizontally at a predetermined height position above the form.

【0032】よって、本発明によれば、垂直状態又は水
平状態の交差鉄筋を所望するかぶり厚さをもって保持す
ることが出来ると共に、使用箇所やその他の条件よって
鉄筋径が異なっても対応することができ、従来の様に多
種類の鉄筋間隔保持具を使用する必要がないため、使い
勝手がよく、作業能率を向上させることができると共
に、その製造用金型を従来の様に鉄筋径に応じて夫々別
個に製作する必要がないので製造コストをも低減できる
等その実用的効果甚だ大なるものである。
Therefore, according to the present invention, it is possible to hold the crossed rebars in the vertical state or the horizontal state with a desired cover thickness, and to cope with the rebar diameters which are different depending on the place of use and other conditions. Since it is possible to use it, it is easy to use because it is not necessary to use many kinds of rebar spacing holders as in the past, and the work efficiency can be improved. Since it is not necessary to manufacture each separately, the manufacturing cost can be reduced, and the practical effects are great.

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

【図1】本発明に係る鉄筋間隔保持具の斜視図である。FIG. 1 is a perspective view of a reinforcing bar spacing holder according to the present invention.

【図2】図2の平面図である。FIG. 2 is a plan view of FIG. 2;

【図3】図2の正面図である。FIG. 3 is a front view of FIG. 2;

【図4】図2の側面図である。FIG. 4 is a side view of FIG. 2;

【図5】図2のA−A断面図である。FIG. 5 is a sectional view taken along line AA of FIG. 2;

【図6】使用状態を示す平面図である。FIG. 6 is a plan view showing a usage state.

【図7】図6の正面図である。FIG. 7 is a front view of FIG. 6;

【図8】図6の右側面図である。FIG. 8 is a right side view of FIG.

【図9】他の使用状態を示す平面図である。FIG. 9 is a plan view showing another usage state.

【図10】図9の正面図である。FIG. 10 is a front view of FIG. 9;

【図11】横臥時の使用状態を示す図である。FIG. 11 is a diagram showing a use state when lying down.

【図12】鉄筋間隔保持具の変形例を示す断面図であ
る。
FIG. 12 is a cross-sectional view showing a modified example of the reinforcing bar spacing holder.

【図13】鉄筋間隔保持具の変形例を示す断面図であ
る。
FIG. 13 is a cross-sectional view showing a modified example of the reinforcing bar interval holder.

【図14】鉄筋間隔保持具の変形例を示す底面図であ
る。
FIG. 14 is a bottom view showing a modified example of the reinforcing bar interval holder.

【図15】図13の鉄筋間隔保持具の断面図である。FIG. 15 is a cross-sectional view of the reinforcing bar spacing holder of FIG.

【図16】従来の鉄筋間隔保持具を示す斜視図である。FIG. 16 is a perspective view showing a conventional reinforcing bar spacing holder.

【符号の説明】[Explanation of symbols]

2 嵌着部 3、3a… 支持板 4、4a… 凸部 5、5a… 支持リブ 2 Fitting part 3, 3a ... Support plate 4, 4a ... Convex part 5, 5a ... Support rib

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 合成樹脂製からなる鉄筋間隔保持具であ
って、円筒状の嵌着部を中心として、その十字方向に夫
々嵌着部と同一高さの支持板を突出形成し、該支持板の
上下端面部に凸部を突出形成したことを特徴とする鉄筋
間隔保持具。
1. A reinforcing bar spacing holder made of synthetic resin, wherein support plates having the same height as the fitting portions are formed to project in the cross direction around the cylindrical fitting portion as a center. A reinforcing bar spacing holder characterized in that protrusions are formed on upper and lower end surface portions of the plate.
【請求項2】 少なくとも1つの支持板はその突出長さ
を他の支持板と異にしたことを特徴とする請求項1の鉄
筋間隔保持具。
2. The reinforcing bar spacing holder according to claim 1, wherein at least one support plate has a protruding length different from that of the other support plates.
【請求項3】 上方と下方の凸部は突出長さを異にした
ことを特徴とする請求項1又は2の鉄筋間隔保持具。
3. The reinforcing bar spacing holder according to claim 1, wherein the upper and lower protrusions have different projecting lengths.
【請求項4】 隣接する支持板間で形成される直角部に
略L字状の支持リブを設けたことを特徴とする請求項
1、2又は3の鉄筋間隔保持具。
4. The reinforcing bar spacing holder according to claim 1, wherein a substantially L-shaped support rib is provided at a right-angled portion formed between adjacent support plates.
JP35438395A 1995-12-28 1995-12-28 Rebar spacing tool Expired - Lifetime JP2912865B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35438395A JP2912865B2 (en) 1995-12-28 1995-12-28 Rebar spacing tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35438395A JP2912865B2 (en) 1995-12-28 1995-12-28 Rebar spacing tool

Publications (2)

Publication Number Publication Date
JPH09184243A true JPH09184243A (en) 1997-07-15
JP2912865B2 JP2912865B2 (en) 1999-06-28

Family

ID=18437194

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35438395A Expired - Lifetime JP2912865B2 (en) 1995-12-28 1995-12-28 Rebar spacing tool

Country Status (1)

Country Link
JP (1) JP2912865B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007018080A1 (en) * 2005-08-08 2007-02-15 Chuo Sangyo Co., Ltd. Spacer for reinforcing bar
US7216089B1 (en) 1999-09-30 2007-05-08 Kabushiki Kaisha Nippon Conlux Promotion method and system
AU2016200822B2 (en) * 2012-01-10 2017-10-05 Amarula Pty Ltd Improvements in or in relation to spacers for use in concrete

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7216089B1 (en) 1999-09-30 2007-05-08 Kabushiki Kaisha Nippon Conlux Promotion method and system
WO2007018080A1 (en) * 2005-08-08 2007-02-15 Chuo Sangyo Co., Ltd. Spacer for reinforcing bar
AU2016200822B2 (en) * 2012-01-10 2017-10-05 Amarula Pty Ltd Improvements in or in relation to spacers for use in concrete

Also Published As

Publication number Publication date
JP2912865B2 (en) 1999-06-28

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