JPH0835289A - Spacer of reinforcement buried in concrete - Google Patents

Spacer of reinforcement buried in concrete

Info

Publication number
JPH0835289A
JPH0835289A JP17052694A JP17052694A JPH0835289A JP H0835289 A JPH0835289 A JP H0835289A JP 17052694 A JP17052694 A JP 17052694A JP 17052694 A JP17052694 A JP 17052694A JP H0835289 A JPH0835289 A JP H0835289A
Authority
JP
Japan
Prior art keywords
reinforcing bar
spacer
reinforcing
restraining
grounding
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
JP17052694A
Other languages
Japanese (ja)
Inventor
Saburo Nakagawa
三郎 中川
Kazuo Nakagawa
一男 中川
Tetsuo Takahashi
哲雄 高橋
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 JP17052694A priority Critical patent/JPH0835289A/en
Publication of JPH0835289A publication Critical patent/JPH0835289A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To make it possible to securely hold a reinforcing bar in a specific position and, to enable the reinforcing bars arrangedat a right angle to fix. CONSTITUTION:A spacer holds reinforcing bar arranged at a right angle in a state to separate it upward of specific size from a form surface or a footing surface, and a reinforcement mounting section 3 holding a reinforcing bar 6 positioned to the lower side from below the reinforcing bar, a reinforcing bar holding section 2 for holding a reinforcing bar 5 positioned to the upper side and a contact section 4 bringing into contact with the form surface or footing surface are monolithically formed. The reinforcing bar holding section 2 is mounted upward of one side of the reinforcing bar mounting section 3 and, the contact section 4 is mounted downward of the other side of the reinforcing bar mounting section.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート床や天井
等に埋設する鉄筋を型枠面や基礎面から所定寸法浮かし
て配置するためのスペーサに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for arranging a reinforcing bar to be embedded in a concrete floor, a ceiling or the like with a predetermined distance from a formwork surface or foundation surface.

【0002】[0002]

【従来技術】コンクリート床等のスラブでは、鉄筋がコ
ンクリート表面に露出しないように、スペーサを用いて
鉄筋を型枠面や基礎面から一定寸法浮かして配置する。
従来、この種のスペーサとして、図8に示すものが知ら
れている。図8(A)に示す物は、平面視十字状の短柱(5
0)の上端縁部分を弧状に切り欠いた形状に合成樹脂で形
成したものであり、図8(B)に示す物は、鋼線(51)を中
央が凹陥した2連の山形に折り曲げ形成したものであ
り、いずれも、上部の切り欠き部分(52)または凹陥部分
(53)に鉄筋を載置するような構造になっている。
2. Description of the Related Art In a slab such as a concrete floor, spacers are used to dispose the reinforcing bars with a certain size above the formwork surface or foundation surface so that the reinforcing bars are not exposed on the concrete surface.
Conventionally, as this type of spacer, the one shown in FIG. 8 has been known. The object shown in FIG. 8 (A) is a cross-shaped short pillar (5
The upper edge of (0) is made of synthetic resin in a shape cut out in an arc shape, and the one shown in FIG. 8 (B) is formed by bending a steel wire (51) into a double mountain shape in which the center is depressed. Both of them are cutouts (52) or recesses on the top.
The structure is such that the reinforcing bar is placed on (53).

【0003】[0003]

【発明が解決しようとする課題】ところが、上記従来の
ものは、いずれも鉄筋を載置するだけであったことか
ら、鉄筋を直交する状態で配筋した後にその交点部分を
結束線で結束しなければならないうえ、配筋結束後に配
筋ピッチ等の検査時に格子状に組まれた鉄筋の上を歩く
と、鉄筋の撓みに基づくスプリング効果で鉄筋がスペー
サから外れ、鉄筋が落下して型枠面との所定の間隔が取
れなくなることがあった。本発明はこのような点に着目
して、鉄筋を所定位置に確りと保持することができると
ともに、直交状に配置されている鉄筋を固定することの
できるスペーサを提供することを目的とする。
However, in each of the above-mentioned conventional ones, only the reinforcing bars are placed. Therefore, after the reinforcing bars are arranged in a state of being orthogonal to each other, their intersections are bound by binding wires. In addition to that, if you walk on the reinforcing bars assembled in a grid pattern when checking the reinforcing bar pitch after binding the reinforcing bars, the springs due to the bending of the reinforcing bars cause the reinforcing bars to disengage from the spacers, causing the reinforcing bars to fall and formwork. There was a case where a predetermined distance from the surface could not be obtained. It is an object of the present invention to provide a spacer capable of securely holding a reinforcing bar at a predetermined position and fixing the orthogonally arranged reinforcing bars by paying attention to such a point.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、直交配置された上下鉄筋の内の下側に位
置する鉄筋を下から受け止める鉄筋載置部と、上側に位
置する鉄筋を上から抑える鉄筋抑え部と、型枠面や基礎
面に接当する接地部とを一体構造に形成し、鉄筋載置部
の一側上方に鉄筋抑え部を配置するとともに、鉄筋載置
部の他側下方に接地部を配置してスペーサを形成したも
のである。
In order to achieve the above object, the present invention has a reinforcing bar placing portion for receiving a reinforcing bar positioned below the upper and lower reinforcing bars arranged at right angles from below, and a reinforcing bar mounting section positioned on the upper side. The reinforcing bar restraining part that suppresses the reinforcing bar from above and the grounding part that contacts the formwork surface and the foundation surface are integrally formed, and the reinforcing bar suppressing part is placed on one side above the reinforcing bar placing part and the reinforcing bar is placed. A spacer is formed by arranging a grounding portion on the lower side of the other side of the portion.

【0005】[0005]

【作用】本発明では、直交配置された上下鉄筋の内の下
側に位置する鉄筋を下から受け止める鉄筋載置部と、上
側に位置する鉄筋を上から抑える鉄筋抑え部と、型枠面
や基礎面に接当する接地部とを一体構造に形成し、鉄筋
載置部の一側上方に鉄筋抑え部を配置するとともに、鉄
筋載置部の他側下方に接地部を配置してスペーサを構成
しているので、このスペーサを直交配置された上下鉄筋
の交点部分に配置すると、上下鉄筋は鉄筋載置部と鉄筋
抑え部とで挟持される状態となり、確りと固定されるこ
とになる。しかも、鉄筋載置部の一側上方に鉄筋抑え部
を、他側下方に接地部をそれぞれ形成してあるので、ス
ペーサ全体としては接地部から鉄筋載置部までの距離を
モーメントアームとする下向きの力が作用し、この力は
鉄筋抑え部をより下向きに押し込むように作用するか
ら、固定力がより強固に作用することになる。
According to the present invention, the reinforcing bar placing part for receiving the reinforcing bar located at the lower side of the vertically arranged vertical reinforcing bars from below, the reinforcing bar suppressing section for suppressing the reinforcing bar positioned at the upper side from above, the formwork surface and The grounding part that contacts the foundation surface is integrally formed, and the reinforcing bar restraining part is arranged above one side of the reinforcing bar placing part and the grounding part is arranged below the other side of the reinforcing bar placing part to form a spacer. Since this structure is configured, when the spacer is arranged at the intersection of the vertically arranged reinforcing bars, the upper and lower reinforcing bars are firmly held by the reinforcing bar placing section and the reinforcing bar restraining section, and are firmly fixed. Moreover, since the reinforcing bar restraint part is formed above one side of the reinforcing bar placing part and the grounding part is formed below the other side, the spacer as a whole faces downward with the distance from the grounding part to the reinforcing bar placing part being the moment arm. Is applied, and this force acts so as to push the reinforcing bar restraining portion downward, so that the fixing force acts more firmly.

【0006】また、このようなスペーサを一定ピッチで
複数個連結しておくと、複数の個所でのスペーサの配置
を一度に行うことかできるうえ、鉄筋の配設ピッチを正
確に行うことができるようになる。しかも、この場合、
スペーサの配置だけで直交配置されている上下の鉄筋の
交点部分を固定することができるから、鉄筋結束作業を
省略することができる。
Further, by connecting a plurality of such spacers at a constant pitch, the spacers can be arranged at a plurality of positions at a time, and the pitch of the reinforcing bars can be accurately arranged. Like And in this case,
Since the intersections of the upper and lower reinforcing bars that are orthogonally arranged can be fixed only by disposing the spacers, the reinforcing bar binding work can be omitted.

【0007】[0007]

【実施例】図1及び図2は第1実施例を示し、図1は斜
視図、図2は使用状態での側面図である。このスペーサ
は、鋼線でU字型に形成したフォーク体(1)の2本の脚
部をその基端寄り部分で同じ方向に折り曲げるともに、
その折り曲げ部分より先端寄り部分で2本の脚部を基端
寄りでの折り曲げ方向とは逆方向に折り曲げて略クラン
ク型に形成したものであり、フォーク体(1)の上端に位
置するU型接続部分を鉄筋抑え部(2)に、二つの折り曲
げ部分の間に位置する脚部を鉄筋載置部(3)に、脚部の
先端部分を接地部(4)にそれぞれ形成してある。つま
り、鉄筋載置部(3)を挟んで、一方に鉄筋抑え部(2)
が、他方に接地部(3)がそれぞれ位置することになる。
なお、脚部での基端側折り曲げ部分と先端側折り曲げ部
分は、脚部を構成している鋼線のなす角度が鈍角となる
ように折り曲げてある。また、接地部(4)は鋼線の端面
が型枠面に接当して食い込むことがないように、先端を
折り曲げて形成してある。
1 and 2 show a first embodiment, FIG. 1 is a perspective view, and FIG. 2 is a side view in use. This spacer is made by bending the two legs of the U-shaped fork (1) made of steel wire in the same direction near the base end.
A U-shaped member located at the upper end of the fork body (1) is formed by bending two legs in a portion closer to the tip than the bent portion in a direction opposite to the bending direction toward the base end and forming a substantially crank shape. The connecting portion is formed on the reinforcing bar restraining portion (2), the leg portion located between the two bent portions is formed on the reinforcing rod mounting portion (3), and the tip end portion of the leg portion is formed on the grounding portion (4). That is, the reinforcing bar rest (3) is sandwiched, and the reinforcing bar restraining part (2) is provided on one side.
However, the grounding portions (3) are respectively located on the other side.
The base end side bent portion and the tip end side bent portion of the leg portion are bent so that the angle formed by the steel wire forming the leg portion is an obtuse angle. Further, the grounding portion (4) is formed by bending the tip so that the end surface of the steel wire does not come into contact with the surface of the formwork and bite into it.

【0008】このように形成したスペーサ本体(1)は、
次のように使用される。すなわち、直交配置した上下鉄
筋(5)(6)の上側鉄筋(5)を一対の脚部で挟む状態で挿
入し、鉄筋載置部(3)を下側鉄筋(6)の下側をくぐらせ
た状態で、接地部(4)を型枠面に接当させて配置する。
すると、スペーサ本体(1)には、鉄筋載置部(3)に作用
する重力方向の力により接地部(4)を支点とする倒れ方
向モーメントが発生して一対の脚部上端同士を連結して
いるU型接続部で構成した鉄筋抑え部(2)が上側鉄筋
(5)を上から抑え込む状態となり、一方鉄筋載置部(3)
では下側鉄筋(6)を下から支える状態となるから、上下
鉄筋(5)(6)の交点部分に固定力が生じる。これによ
り、交点部の結束線による結束作業を省略することがで
きる。
The spacer body (1) thus formed is
It is used as follows. That is, the upper reinforcing bars (5) of the vertically arranged upper and lower reinforcing bars (5) and (6) are inserted in a state of being sandwiched by a pair of legs, and the reinforcing bar mounting portion (3) is passed under the lower reinforcing bars (6). In this state, the grounding part (4) is placed in contact with the mold surface.
Then, in the spacer body (1), a force in the gravitational direction acting on the reinforcing bar mounting portion (3) causes a tilting moment about the grounding portion (4) as a fulcrum to connect the upper ends of the pair of legs. Reinforcing bar restraint part (2) composed of the U-shaped connecting part
(5) is pressed down from above, while reinforcing bar rest (3)
Since the lower reinforcing bar (6) is supported from below, a fixing force is generated at the intersection of the upper and lower reinforcing bars (5) and (6). As a result, it is possible to omit the binding work by the binding line at the intersection.

【0009】そして、鉄筋は格子状に配筋され、全交点
のうちの千鳥状に位置する交点部分あるいは全交点部分
にこのスペーサ本体(1)を配置することにより、それぞ
れのスペーサ本体に作用する接地部(4)を支点とする倒
れ方向のモーメントが作用しあって、直交格子状に配置
されている上下鉄筋(5)(6)を型枠面の上面から一定高
さ浮かした状態に保持することができる。つまり、一定
のカブリ寸法を確実に確保することができることにな
る。しかも、直交格子状に配置されている鉄筋の上を歩
行して、鉄筋の弾性力で跳ね上がることがあっても、ス
ペーサ本体は上下鉄筋(5)(6)に嵌まりあっていること
から、スペーサ本体(1)が上下に位置している鉄筋(5)
(6)から外れ出すことはない。
The reinforcing bars are arranged in a grid pattern, and by arranging the spacer main body (1) at the zigzag-shaped intersections or all the intersections among all the intersections, the spacers act on the respective spacers. The moments in the tilting direction with the grounding part (4) as a fulcrum act on each other, and the upper and lower rebars (5) and (6) arranged in a rectangular grid are held in a state of being floated by a certain height from the upper surface of the formwork surface. can do. That is, a certain fog size can be reliably ensured. Moreover, even when walking on the reinforcing bars arranged in a rectangular lattice pattern and jumping up due to the elastic force of the reinforcing bars, the spacer body is fitted to the upper and lower reinforcing bars (5) and (6), Reinforcing bar (5) with spacer body (1) located above and below
There is no departure from (6).

【0010】図3は第2実施例の斜視図を示し、これは
上述のスペーサ本体(1)を所定のピッチ(P)で複数個並
設し、各スペーサ本体(1)の鉄筋抑え部(2)の上端部同
士を連結ロッド(7)に固定したものである。このように
することにより、上側鉄筋(5)の配設ピッチを正確に設
定することができるうえ、複数の交点部分の結束固定作
業を1つの動作の作業で行えることになるから、鉄筋の
固定作業を省力化することができる。
FIG. 3 shows a perspective view of the second embodiment, in which a plurality of the above-mentioned spacer bodies (1) are arranged side by side at a predetermined pitch (P), and the reinforcing bar restraining portion (of each spacer body (1) ( The upper ends of 2) are fixed to the connecting rod (7). By doing so, the arrangement pitch of the upper reinforcing bars (5) can be set accurately, and the work of binding and fixing a plurality of intersections can be performed by one operation. Labor can be saved.

【0011】図4は第3実施例の斜視図を示し、これは
下側鉄筋(6)を挟む状態で一対の鋼線(8)(9)を配置
し、両鋼線(8)(9)の一端部を略V字状に折り曲げ形成
して上側鉄筋(5)を抑える鉄筋抑え部(2)に形成し、両
鋼線(8)(9)の中間部同士を連結ロッド(7)で連結して
下側鉄筋(6)を下から支える鉄筋載置部(3)に形成し、
両鋼線(8)(9)の他端部を折り曲げ形成して接地部(4)
に形成したものである。
FIG. 4 shows a perspective view of the third embodiment, in which a pair of steel wires (8) and (9) are arranged so as to sandwich the lower reinforcing bar (6) and both steel wires (8) and (9) are arranged. ) Is bent into a substantially V shape to form a reinforcing bar restraining part (2) that restrains the upper reinforcing bar (5), and the intermediate portions of both steel wires (8) and (9) are connected to each other by a connecting rod (7). To connect the lower rebar (6) from below to form the rebar mounting part (3),
Bend the other ends of both steel wires (8) and (9) to form the grounding part (4)
It was formed in.

【0012】図5は第4実施例の斜視図を示し、これは
上記第3実施例のものにおいて、一対の鋼線(8)(9)を
所定の鉄筋配設寸法だけ隔てて配置したものである。こ
の場合、下側鉄筋(6)の横方向への拘束力は低下する
が、隣り合う交点部分に配置する際に鋼線(8)(9)を下
側鉄筋(6)の逆側に位置させるようにセットすることに
より、下側鉄筋の横方向への移動を抑制できる。なお、
この場合連結ロッド(7)を鋼線(8)(9)の横側に突出さ
せ、この突出部に突起を形成し、突起間を寸法を所定寸
法に設定しておくと、1つのスペーサ金具で2種類の鉄
筋ピッチに対応することができる。
FIG. 5 shows a perspective view of a fourth embodiment, which is the same as the third embodiment except that a pair of steel wires (8) and (9) are arranged with a predetermined reinforcing bar arrangement size. Is. In this case, the lateral restraining force of the lower reinforcing bar (6) is reduced, but the steel wire (8) (9) is positioned on the opposite side of the lower reinforcing bar (6) when it is placed at the adjacent intersection. By setting so that it can be set, the lateral movement of the lower reinforcing bar can be suppressed. In addition,
In this case, if the connecting rod (7) is projected to the lateral side of the steel wires (8) and (9) and projections are formed on this projection and the distance between the projections is set to a predetermined dimension, one spacer metal fitting is formed. Can handle two types of reinforcing bar pitch.

【0013】図6及び図7は第5実施例を示し、図6は
斜視図、図7は使用状態での側面図である。これは、上
側鉄筋(5)の両側に沿って配置した一対の鋼線(8)(9)
の中間部分をそれぞれ斜め下向きに折り曲げ形成し、一
方の鋼線(8)の先端寄り部分をほぼV字型となるように
斜め上向きに折り曲げ形成して鉄筋載置部(3)を構成す
るとともに、他方の鋼線(9)の先端部分をほぼJ字型と
なるように折り返し形成して接地部(4)を構成して1つ
のスペーサユニット(10)に構成している。2つのスペー
サユニット(10)を一対の鋼線(8)(9)と直交する方向で
一定ピッチ隔てて配置し、上側鉄筋(5)の両側に沿って
配置されている両スペーサユニット(10)の鋼線(8)(9)
での水平部分上面を、その長手方向に一定間隔へだてて
配置した連結ロッド(7a)(7b)で連結し、各スペーサ
ユニット(10)における一対の鋼線(8)(9)間に位置する
連結ロッド(7a)(7b)を鉄筋抑え部(2)に構成したも
のである。したがって、この実施例では、1つのスペー
サユニット(10)と連結ロッド(7a)(7b)の各スペーサ
ユニット(10)の鋼線(8)(9)間に位置する部分とでスペ
ーサ本体(1)を構成することになる。
6 and 7 show a fifth embodiment, FIG. 6 is a perspective view, and FIG. 7 is a side view in use. This is a pair of steel wires (8) (9) arranged along both sides of the upper reinforcing bar (5).
Each of the intermediate portions of the steel wire is bent obliquely downward, and a portion of one steel wire (8) near the tip is bent obliquely upward so as to be substantially V-shaped, and the reinforcing bar mounting portion (3) is configured. The tip portion of the other steel wire (9) is folded back so as to be substantially J-shaped to form the grounding portion (4) and form one spacer unit (10). Both spacer units (10), which are arranged along both sides of the upper reinforcing bar (5) by arranging two spacer units (10) at a constant pitch in a direction orthogonal to the pair of steel wires (8) and (9). Steel Wire (8) (9)
The upper surface of the horizontal part of is connected by the connecting rods (7a) and (7b) arranged at regular intervals in the longitudinal direction, and is located between the pair of steel wires (8) and (9) in each spacer unit (10). The connecting rods (7a), (7b) are formed in the reinforcing bar restraining portion (2). Therefore, in this embodiment, one spacer unit (10) and a portion of the connecting rods (7a) and (7b) located between the steel wires (8) and (9) of each spacer unit (10) are connected to the spacer body (1). ) Will be configured.

【0014】なお、この実施例の場合、鉄筋載置部(3)
を形成している鋼線の水平部上面とV型折り曲げ部分の
上面との垂直距離は交差配置される上下鉄筋の直径の
和、乃至その和よりも僅かに大きな寸法に設定してあ
る。また、鉄筋載置部(3)を形成しているV型折り曲げ
部分の上面とJ型に折り返し形成した接地部(4)の下面
との垂直距離はコンクリートのカブリ寸法と等しい寸法
乃至、それよりも僅かに大きな寸法に設定してある。
In the case of this embodiment, the reinforcing bar mounting portion (3)
The vertical distance between the upper surface of the horizontal portion of the steel wire and the upper surface of the V-shaped bent portion is set to the sum of the diameters of the upper and lower reinforcing bars crossed with each other or a dimension slightly larger than the sum. In addition, the vertical distance between the upper surface of the V-shaped bent portion forming the reinforcing bar mounting portion (3) and the lower surface of the grounding portion (4) folded back in the J shape is equal to or greater than the fog dimension of concrete. Is also set to a slightly larger size.

【0015】このスペーサを使用する場合、連結ロッド
(7a)(7b)を手でつかんで、各スペーサユニット(10)
の鋼線(8)(9)間に一定ピッチで配筋されている上側鉄
筋(5)が位置する状態に挿入し、鉄筋載置部(3)で下側
鉄筋(6)を掬い込むように作動させる。すると、下側鉄
筋(6)は鉄筋載置部(3)で下から支持され、上側鉄筋
(5)は各スペーサユニット(10)の鋼線(8)(9)間に位置
する連結ロッド(7a)(7b)で構成されている鉄筋抑え
部(2)で上から抑えられ、上下鉄筋(5)(6)は確りと固
定されることになる。
When using this spacer, a connecting rod
Grasp (7a) and (7b) with your hands, and check each spacer unit (10).
Insert the upper rebar (5), which is arranged at a constant pitch between the steel wires (8) and (9), and scoop the lower rebar (6) at the rebar mounting part (3). To activate. Then, the lower reinforcing bar (6) is supported from below by the reinforcing bar placing part (3), and the upper reinforcing bar (6) is supported.
(5) is a reinforcing rod restraining part (2) composed of connecting rods (7a) and (7b) located between the steel wires (8) and (9) of each spacer unit (10), and is restrained from above, (5) and (6) will be firmly fixed.

【0016】なお、上記実施例では、2つのスペーサユ
ニット(10)を連結ロッド(7a)(7b)で連結したものに
ついて説明したが、3以上のスペーサユニット(10)を並
設するようにしてもよい。しかし、取り扱いの容易性か
ら、一組の連結ロッド(7a)(7b)で連結するスペーサ
ユニット(10)の数は、2〜4程度が望ましい。
In the above embodiment, the two spacer units (10) are connected by the connecting rods (7a), (7b), but three or more spacer units (10) are arranged side by side. Good. However, for ease of handling, it is desirable that the number of spacer units (10) connected by a set of connecting rods (7a), (7b) is about 2 to 4.

【0017】また、この実施例では一定間隔隔てて配置
した一組の連結ロッド(7a)(7b)でスペーサユニット
(10)を連結するようにしたが、これは、1本の連結ロッ
ド(7)で連結するようにしてもよい。しかし、一定間隔
へだてた複数の連結ロッド(7a)(7b)の場合には、手
で握りやすくなることから、スペーサユニット(10)同士
を接続する連結ロッドは2本以上が望ましい。
Further, in this embodiment, a spacer unit is composed of a pair of connecting rods (7a) and (7b) arranged at regular intervals.
Although (10) is connected, it may be connected by one connecting rod (7). However, in the case of a plurality of connecting rods (7a), (7b) that are spaced at regular intervals, it is easy to grasp by hand, so it is desirable that two or more connecting rods connect the spacer units (10).

【0018】さらに上記実施例では、床や天井等のスラ
ブに埋設する鉄筋のスペーサとして説明したが、屋根や
階段等の傾斜部分を形成するスラブに埋設する鉄筋のス
ペーサとしても使用することかできる。
Further, in the above-mentioned embodiment, the reinforcing bar spacer is buried in a slab such as a floor or a ceiling. However, it may be used as a reinforcing bar spacer buried in a slab forming an inclined portion such as a roof or stairs.

【0019】[0019]

【発明の効果】本発明では、直交配置された上下鉄筋の
内の下側に位置する鉄筋を下から受け止める鉄筋載置部
と、上側に位置する鉄筋を上から抑える鉄筋抑え部と、
型枠面や基礎面に接当する接地部とを一体構造に形成
し、鉄筋載置部の一側上方に鉄筋抑え部を配置するとと
もに、鉄筋載置部の他側下方に接地部を配置してスペー
サを構成しているので、このスペーサを直交配置された
上下鉄筋の交点部分に配置すると、上下鉄筋は鉄筋載置
部と鉄筋抑え部とで挟持される状態となり、確りと固定
されることになる。しかも、鉄筋載置部の一側上方に鉄
筋抑え部を他側下方に接地部をそれぞれ形成してあるの
で、スペーサ全体としては接地部から鉄筋載置部までの
距離をモーメントアームとする下向きの力が作用し、こ
の力は鉄筋抑え部をより下向きに押し込むように作用す
るから、固定力がより強固に作用することになる。これ
により、鉄筋配設高さを設定するスペーサが交差配置さ
れている鉄筋と一体化することになるから、このスペー
サが外れ出して鉄筋配設高さが狂うことがなくなり、コ
ンクリートのカブリ寸法を確実に維持することができ
る。
According to the present invention, a reinforcing bar placing portion for receiving a reinforcing bar positioned on the lower side of the vertically arranged vertical reinforcing bars from below, and a reinforcing bar suppressing section for suppressing the reinforcing bar positioned on the upper side from above,
The grounding part that contacts the formwork surface and foundation surface is integrally formed, and the reinforcing bar restraining part is arranged above one side of the reinforcing bar placing part and the grounding part is arranged below the other side of the reinforcing bar placing part. Since the spacer is configured as such, if this spacer is arranged at the intersection of the vertically arranged upper and lower rebars, the upper and lower rebars are sandwiched between the rebar mounting portion and the rebar restraining portion, and are securely fixed. It will be. Moreover, since the reinforcing bar restraining part is formed on one side above the reinforcing bar placing part and the grounding part is formed on the other side below, the spacer as a whole faces downwards with the distance from the grounding part to the reinforcing bar placing part as the moment arm. A force acts, and this force acts so as to push the reinforcing bar restraining portion downward, so that the fixing force acts more firmly. As a result, the spacer that sets the reinforcing bar disposition height will be integrated with the reinforcing bar that is crossed, so that this spacer will not come off and the reinforcing bar disposition height will not change, and the fog size of concrete can be reduced. It can be maintained reliably.

【0020】また、前述のように直交状態で交差してい
る鉄筋の交点部分を上下から挟持して固定するから、交
点部の鋼線による鉄筋結束作業を省略することができ、
鉄筋の配筋作業を簡略化することができ、作業効率がよ
くなる。
Further, as described above, since the intersections of the reinforcing bars intersecting in the orthogonal state are clamped and fixed from above and below, the work of binding the reinforcing bars by the steel wires at the intersections can be omitted,
The work of arranging the reinforcing bars can be simplified and the work efficiency improves.

【0021】さらに、このようなスペーサを一定ピッチ
で複数個連結しておくと、複数の個所でのスペーサの配
置を一度に行うことができるうえ、鉄筋の配設ピッチを
正確にセットすることができる。
Further, by connecting a plurality of such spacers at a constant pitch, the spacers can be arranged at a plurality of positions at one time, and the arrangement pitch of the reinforcing bars can be set accurately. it can.

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

【図1】図1は第1実施例の斜視図である。FIG. 1 is a perspective view of a first embodiment.

【図2】図2は第1実施例の使用状態での側面図であ
る。
FIG. 2 is a side view of the first embodiment in use.

【図3】図3は第2実施例の一部破断斜視図である。FIG. 3 is a partially cutaway perspective view of a second embodiment.

【図4】図4は第3実施例の斜視図である。FIG. 4 is a perspective view of a third embodiment.

【図5】図5は第4実施例の斜視図である。FIG. 5 is a perspective view of a fourth embodiment.

【図6】図6は第5実施例の斜視図である。FIG. 6 is a perspective view of a fifth embodiment.

【図7】図7は第6実施例の使用状態での側面図であ
る。
FIG. 7 is a side view of the sixth embodiment in use.

【図8】図8(A)、図8(B)はそれぞれ従来技術を示す
斜視図である。
8 (A) and 8 (B) are perspective views showing a conventional technique.

【符号の説明】[Explanation of symbols]

1…スペーサ本体、2…鉄筋抑え部、3…鉄筋載置部、
4…接地部、5…上側鉄筋、6…下側鉄筋、7…連結ロ
ッド。
1 ... Spacer body, 2 ... Reinforcing bar restraining section, 3 ... Reinforcing bar placing section,
4 ... grounding part, 5 ... upper reinforcing bar, 6 ... lower reinforcing bar, 7 ... connecting rod.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 直交する状態で配置した鉄筋を型枠面や
基礎面から一定寸法上方に隔てた状態に保持するスペー
サであって、 下側に位置する鉄筋(6)を下から受け止める鉄筋載置部
(3)と、上側に位置する鉄筋(5)を上から抑える鉄筋抑
え部(2)と、型枠面や基礎面に接当する接地部(4)とを
一体構造に形成し、鉄筋載置部(3)の一側上方に鉄筋抑
え部(2)を配置するとともに、鉄筋載置部(3)の他側下
方に接地部(4)を配置したコンクリート埋設用鉄筋のス
ペーサ。
1. A spacer for holding rebars arranged in an orthogonal state in a state of being separated from a formwork surface or a foundation surface by a certain size above, and which receives a rebar (6) located on the lower side from below. Table
(3), the reinforcing bar restraining part (2) that restrains the reinforcing bar (5) located on the upper side from above, and the grounding part (4) that contacts the formwork surface and the foundation surface are integrally formed to rebar mounting A spacer for a concrete-reinforcing bar in which a reinforcing bar restraining part (2) is arranged above one side of the placing part (3) and a grounding part (4) is arranged below the other side of the reinforcing bar placing part (3).
【請求項2】 下側に位置する鉄筋(6)を下から受け止
める鉄筋載置部(3)と、上側に位置する鉄筋(5)を上か
ら抑える鉄筋抑え部(2)と、型枠面や基礎面に接当する
接地部(4)とを一体構造に形成し、鉄筋載置部(3)の一
側上方に鉄筋抑え部(2)を配置するとともに、鉄筋載置
部(3)の他側下方に接地部(4)を配置したスペーサ本体
(1)を一定のピッチで複数並設し、各スペーサ本体(1)
の鉄筋抑え部(4)同士を連結して一体に形成したコンク
リート埋設用鉄筋のスペーサ。
2. A reinforcing bar placing part (3) for receiving the reinforcing bar (6) located on the lower side from below, a reinforcing bar restraining part (2) for suppressing the reinforcing bar (5) located on the upper side from above, and a formwork surface. And the grounding part (4) that contacts the foundation surface are integrally formed, and the reinforcing bar restraining part (2) is arranged above one side of the reinforcing bar mounting part (3) and the reinforcing bar mounting part (3) Spacer body with the grounding part (4) arranged below the other side
Multiple spacers (1) are installed side by side at a fixed pitch, and each spacer body (1)
A reinforcing bar spacer for burying concrete, which is integrally formed by connecting the reinforcing bar restraint parts (4).
【請求項3】 鉄筋抑え部(4)同士を連結する連結具を
所定寸法隔てて配置した一対の連結ロッド(7)で構成し
た請求項2に記載のコンクリート埋設用鉄筋のスペー
サ。
3. The spacer for a concrete burying reinforcing bar according to claim 2, wherein the connecting tool for connecting the reinforcing bar restraining parts (4) is composed of a pair of connecting rods (7) arranged at a predetermined distance.
JP17052694A 1994-07-22 1994-07-22 Spacer of reinforcement buried in concrete Pending JPH0835289A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17052694A JPH0835289A (en) 1994-07-22 1994-07-22 Spacer of reinforcement buried in concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17052694A JPH0835289A (en) 1994-07-22 1994-07-22 Spacer of reinforcement buried in concrete

Publications (1)

Publication Number Publication Date
JPH0835289A true JPH0835289A (en) 1996-02-06

Family

ID=15906575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17052694A Pending JPH0835289A (en) 1994-07-22 1994-07-22 Spacer of reinforcement buried in concrete

Country Status (1)

Country Link
JP (1) JPH0835289A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021050527A (en) * 2019-09-25 2021-04-01 大和ハウス工業株式会社 Form structure and cover obtaining spacer

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4976313A (en) * 1972-11-25 1974-07-23

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4976313A (en) * 1972-11-25 1974-07-23

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021050527A (en) * 2019-09-25 2021-04-01 大和ハウス工業株式会社 Form structure and cover obtaining spacer

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