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JP5961533B2 - Reinforcing bar spacing holder, bar arrangement structure using the same, and method for producing concrete product - Google Patents
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JP5961533B2 - Reinforcing bar spacing holder, bar arrangement structure using the same, and method for producing concrete product - Google Patents

Reinforcing bar spacing holder, bar arrangement structure using the same, and method for producing concrete product Download PDF

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JP5961533B2
JP5961533B2 JP2012253014A JP2012253014A JP5961533B2 JP 5961533 B2 JP5961533 B2 JP 5961533B2 JP 2012253014 A JP2012253014 A JP 2012253014A JP 2012253014 A JP2012253014 A JP 2012253014A JP 5961533 B2 JP5961533 B2 JP 5961533B2
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高木 保明
保明 高木
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東興産業株式会社
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Description

本発明は、鉄筋間隔保持具と、これを用いた配筋構造及びコンクリート製品の製造方法に関する。   The present invention relates to a reinforcing bar interval holder, a reinforcing bar structure using the same, and a method for manufacturing a concrete product.

特許文献1に開示される鉄筋間隔保持具は、その本体を前後左右に突出した腕部からなる十字状に形成し、本体の前方腕部には、上下に貫通すると共に、一側方を開設した断面C型筒状の鉄筋嵌着部を設け、左右腕部上には、鉄筋嵌着部に嵌着される縦鉄筋に直交配置した横鉄筋を挟着保持する鉄筋挟持部を設けている。
そして、鉄筋嵌着部に縦鉄筋を嵌着すると共に、鉄筋挟持部に横鉄筋を挟着保持することにより、鉄筋の交差箇所に本体が取付けられ、各腕部にて型枠との間隔を保持し、正確なかぶり厚さを得る。
The rebar spacing retainer disclosed in Patent Document 1 is formed in a cross shape consisting of arm portions projecting front and rear, left and right, and the front arm portion of the body penetrates vertically and opens one side. The cross-section C-shaped cylindrical reinforcing bar fitting part is provided, and on both the left and right arm parts, a reinforcing bar holding part for holding and holding the horizontal reinforcing bar arranged perpendicular to the vertical reinforcing bar fitted to the reinforcing bar fitting part is provided. .
And while attaching a vertical reinforcing bar to a reinforcing bar insertion part, and holding a horizontal reinforcing bar in a reinforcing bar holding part, a main part is attached to the crossing point of a reinforcing bar, and a space with a formwork is formed in each arm part. Hold and get accurate cover thickness.

特許第2852500号公報Japanese Patent No. 2852500

しかしながら、上記構成の鉄筋間隔保持具では、例えば型枠の底から腕部長よりもかなり高い位置、言い換えれば型枠においてコンクリートが打設される上方開口部近傍である型枠内上方にのみ鉄筋が配筋される様なコンクリート製品の製造に当たっては、鉄筋をかかる位置に保持できないといった課題を有していた。
そこで、本発明では、型枠内上方に鉄筋を配筋可能と成した鉄筋間隔保持具と、これを用いた配筋構造及びコンクリート製品の製造方法を提供することを目的としている。
However, in the reinforcing bar interval holder having the above-described configuration, for example, the reinforcing bars are located only at a position that is considerably higher than the arm length from the bottom of the formwork, in other words, only in the upper part of the formwork near the upper opening where concrete is placed in the formwork. In the production of concrete products that are arranged, there is a problem that the reinforcing bars cannot be held at such positions.
Accordingly, an object of the present invention is to provide a reinforcing bar interval holder that can reinforce reinforcing bars in the upper part of a mold, a reinforcing bar structure using the reinforcing bar spacing holder, and a method for manufacturing a concrete product.

上記課題に鑑み、本発明の鉄筋間隔保持具は、平面視格子状鉄筋の交差部に本体が装着される合成樹脂製のものであって、型枠の上方開口部を介して対向する上端部間に着脱自在に横架した支持竿より本体を型枠内に垂下させ、脱型時に切断可能な吊り手部を、本体より延出形成し、吊り手部は上端に支持竿に装着するC型又はO型リング状の嵌着部を設けたことを特徴とする。
そして、本発明に係る配筋構造では、型枠内に配筋される平面視格子状鉄筋の交差部に合成樹脂製の鉄筋間隔保持具本体を装着し、該本体より吊り手部を上方延出形成すると共に、該吊り手部の上端に設けたC型又はO型リング状の嵌着部を、型枠の上方開口部を介して対向する上端部間に着脱自在に横架した支持竿に装着したことを特徴とする。
又、本発明に係るコンクリート製品の製造方法では、上記配筋構造によって、型枠内に平面視格子状鉄筋を水平に配筋した後に、型枠内にコンクリートを打設し、該コンクリートの養生固化後、コンクリート製品より突出する吊り手部を切断して支持竿を型枠から離脱すると共に、脱型したことを特徴とする。
In view of the above problems, the reinforcing bar spacing holder of the present invention is made of a synthetic resin in which the main body is mounted at the intersection of the grid-like reinforcing bars in plan view and is opposed to the upper end portion through the upper opening of the mold A main body is suspended in a mold from a support rod that is detachably mounted in the middle, and a suspension part that can be cut at the time of demolding is extended from the main body , and the suspension part is attached to the support collar at the upper end. A mold or an O-shaped ring-shaped fitting portion is provided .
In the bar arrangement structure according to the present invention, the reinforcing bar interval holder main body made of synthetic resin is mounted at the intersection of the planar lattice reinforcing bars arranged in the mold, and the suspension part extends upward from the main body. A support rod that is formed so as to be detachably mounted between the upper end portions facing each other through the upper opening portion of the mold frame, and a C-shaped or O-shaped ring-shaped fitting portion provided at the upper end of the suspension portion. It is characterized by being attached to.
Further, in the method for producing a concrete product according to the present invention, with the above bar arrangement structure, after arranging the lattice reinforcing bars in plan view horizontally in the mold, the concrete is placed in the mold, and the concrete is cured. After solidification, the suspension part protruding from the concrete product is cut to remove the support rod from the formwork and to remove the mold.

要するに本発明は、上記構成より成るので、型枠内に配筋される平面視格子状鉄筋の交差部に本体を装着し、該本体より吊り手部を上方延出形成すると共に、該吊り手部の上端に設けたC型又はO型リング状の嵌着部を、型枠の対向する上端部間に着脱自在に横架した支持竿に装着することにより、簡単容易に型枠内の上方に平面視格子状鉄筋を水平にして安定的に配筋保持できる。
そして、上記配筋後に、型枠内にコンクリートを打設し、該コンクリートの養生固化後、コンクリート製品より突出する吊り手部を切断して支持竿を型枠から離脱すると共に、脱型することにより、型枠内上面に対応するコンクリート製品上面より所定のかぶり厚さを以て平面視格子状鉄筋を水平に埋設できる。
よって、本発明によれば、型枠の内底からかなり高い位置となる型枠内上方にのみ鉄筋が配筋される様なコンクリート製品を簡単に製造できる等その実用的効果甚だ大である。
In short, since the present invention has the above-described configuration, the main body is mounted at the intersection of the plan view grid reinforcing bars arranged in the mold, and the suspension part extends upward from the main body. By attaching the C-shaped or O-shaped ring-shaped fitting part provided at the upper end of the part to a support rod that is detachably mounted between the opposing upper end parts of the mold, In addition, the grid-like reinforcing bars in a plan view can be placed horizontally and stably held.
And, after placing the bars, placing concrete in the formwork, curing and solidifying the concrete, cutting the suspension part protruding from the concrete product to remove the support rod from the formwork and demolding Thus, the grid-like reinforcing bars can be embedded horizontally with a predetermined cover thickness from the upper surface of the concrete product corresponding to the upper surface in the mold.
Therefore, according to the present invention, a concrete product in which a reinforcing bar is arranged only in the upper part of the mold, which is located at a considerably high position from the inner bottom of the mold, can be easily manufactured.

鉄筋間隔保持具の正面図である。It is a front view of a reinforcing bar interval holder. 図1の右側面図である。It is a right view of FIG. 図1の左側面図である。It is a left view of FIG. 配筋状態を示す簡略断面図である。It is a simplified sectional view showing a bar arrangement state. 図4のAーA断面図である。FIG. 5 is a cross-sectional view taken along line AA in FIG. 4. 鉄筋間隔保持具の他例を示す正面図である。It is a front view which shows the other example of a reinforcement space | interval holder.

以下本発明の実施の一形態例を図面に基づいて説明する。
本発明に係る鉄筋間隔保持具は、コンクリート製品(図示せず)の型枠Wの内底W2からかなり高い位置となる型枠W内の上方にのみ平面視格子状鉄筋G(以下格子状鉄筋Gと称する。)を安定配置するものであり、この鉄筋間隔保持具の本体1は、上下左右に腕部2〜4を有する十字状に合成樹脂製にて一体形成されている。
An embodiment of the present invention will be described below with reference to the drawings.
The reinforcing bar spacing holder according to the present invention is a grid-like reinforcing bar G (hereinafter referred to as a grid-like reinforcing bar) in a plan view only above the inside of the mold W which is located at a considerably higher position from the inner bottom W2 of the mold W of the concrete product (not shown). The main body 1 of the reinforcing bar spacing holder is integrally formed of a synthetic resin in a cross shape having arm portions 2 to 4 on the upper, lower, left and right sides.

下方腕部2は、その基部に前後に貫通すると共に、一側方(図1において右側)を開設した断面C型筒状の鉄筋嵌着部5を設け、該鉄筋嵌着部5の前端面に下方連続する下方腕部2の下端を左右対称な略五角板状に形成し、該下端後面にはその軸線に沿って所定形状の板状リブ6を突設している。   The lower arm portion 2 is provided with a rebar fitting portion 5 having a C-shaped cylindrical cross section that penetrates the base portion in the front-rear direction and opens one side (right side in FIG. 1), and the front end surface of the rebar fitting portion 5. A lower arm portion 2 that continues downward is formed in a substantially pentagonal plate shape that is symmetrical to the left and right, and a plate-like rib 6 having a predetermined shape protrudes along the axis of the rear surface of the lower end.

鉄筋嵌着部5の側方開口部5aは、鉄筋嵌着部5の中心に向かって徐々に狭まる様に形成され、側方開口部5aから鉄筋嵌着部5内へ縦筋G1(格子状鉄筋Gの交差する一方の鉄筋)を挿入する時に側方開口部5aはその材質特性により弾性的に拡開する様に成している。   The side opening 5a of the reinforcing bar fitting part 5 is formed so as to gradually narrow toward the center of the reinforcing bar fitting part 5, and the vertical bar G1 (lattice shape) is formed from the side opening part 5a into the reinforcing bar fitting part 5. The side opening 5a is elastically expanded due to its material characteristics when the reinforcing bar G is inserted.

左右腕部3は、先端を先細りと成した同一の帯板状に形成され、その前面適所には縦筋G1に直交状に溶着された横筋G2(格子状鉄筋Gの交差する他方の鉄筋)を挟持する左右一対の鉄筋挟持部7を前方突設し、後面にはその軸線に沿って所定形状の板状リブ8を突設している。   The left and right arms 3 are formed in the same band plate shape with a tapered tip, and a transverse bar G2 welded orthogonally to the vertical bar G1 (the other bar where the lattice bar G intersects) A pair of left and right rebar sandwiching portions 7 are provided to project forward, and plate-shaped ribs 8 having a predetermined shape project from the rear surface along the axis.

鉄筋挟持部7は、上下に横筋G2の直径と同幅の間隔を隔てて一対の支持片7aを腕部3前面上に突設し、該支持片7aの前方を鉄筋挿入口7bと成すと共に、該鉄筋挿入口7bを奥方(後方)へ至るに従い狭める様に略三角形状に形成された鉄筋抜止め用の爪片7cを支持片7a前方の上下食い違い位置に突設している。
そして、横筋挿入口7bの後方に連続した支持片7a間の奥行(後方)空間を横筋G2が受け入れられる横筋挟持穴7dと成している。
The rebar sandwiching portion 7 has a pair of support pieces 7a projecting on the front surface of the arm portion 3 with a space equal to the diameter of the horizontal rebar G2 up and down, and the front of the support piece 7a forms a rebar insertion port 7b. The reinforcing bar insertion claw piece 7c, which is formed in a substantially triangular shape so as to narrow the reinforcing bar insertion port 7b toward the back (rear), protrudes from the upper and lower staggered positions in front of the supporting piece 7a.
A depth (rear) space between the support pieces 7a continuous to the rear of the transverse muscle insertion opening 7b is formed as a transverse muscle clamping hole 7d for receiving the transverse muscle G2.

上方腕部4は、その基部4aが左右腕部3との交差部から上方延出した短尺な矩形板状に形成され、この基部4aより前方へこれと同肉厚分の段差を以て上方へ同幅の帯板状の延長部4bを連続形成している。
又、上方腕部4は、その前後面の軸線上に所定形状の板状リブ9、9aを突設すると共に、該リブ9、9aを介した延長部4bの左右の夫々には、複数の所定形状の貫通孔10を上下方向に列設している。
The upper arm portion 4 is formed in a short rectangular plate shape whose base portion 4a extends upward from the intersection with the left and right arm portions 3. The upper arm portion 4 is moved forward from the base portion 4a with a step of the same thickness. A strip-shaped extension 4b having a width is continuously formed.
The upper arm portion 4 has plate-shaped ribs 9 and 9a having a predetermined shape protruding on the front and rear axis lines, and a plurality of left and right sides of the extension portion 4b via the ribs 9 and 9a are provided on the left and right sides. The through holes 10 having a predetermined shape are arranged in the vertical direction.

上方腕部4(延長部4b)の上端には、これと同肉厚で所定長さの吊り手部11を上方へ延出形成している。
吊り手部11は、後述する様に型枠Wの上端部Wa、Wb間に横架した支持竿Xに装着して本体1を型枠W内に垂下させ、脱型時に切断可能と成しており、吊り手部11の上端には支持竿Xに装着する様に前後に貫通するC型リング状の嵌着部12を設けている。
On the upper end of the upper arm portion 4 (extension portion 4b), a suspension portion 11 having the same thickness as this and a predetermined length is formed to extend upward.
As will be described later, the suspension part 11 is attached to a support rod X that is horizontally mounted between the upper ends Wa and Wb of the mold W so that the main body 1 is suspended in the mold W, and can be cut when removed. In addition, a C-shaped ring-shaped fitting portion 12 penetrating forward and backward is provided at the upper end of the suspension portion 11 so as to be attached to the support rod X.

支持竿Xは、型枠Wにおいてその上方開口部W1を介して対向する上端部Wa、Wb間に着脱自在に複数本(図示例ではその1本のみ示す。)平行に横架した鉄筋であり、支持竿Xは、縦筋G1と平行となる様に設定される。
上端部Wa、Wbの適所には、左右に二股の先端を有する半円弧状の竿受け13aを上端に設けた支柱13を立設し、該支柱13の竿受け13aに支持竿Xの端部を載置することで上端部Wa、Wb間に着脱自在に横架される。
尚、支柱13の高さは、図示例のものに限定されることなく、適宜高さのものが選択採用される。
The support rods X are rebars that are detachably mounted in parallel between the upper ends Wa and Wb facing each other through the upper opening W1 in the mold W (only one of them is shown in the illustrated example). The support rod X is set to be parallel to the vertical stripe G1.
At appropriate positions of the upper end portions Wa and Wb, a column 13 having a semi-arc-shaped rod receiver 13a having a bifurcated tip on the right and left is provided at the upper end, and the end portion of the support rod X on the rod receiver 13a of the column 13 Is placed between the upper end portions Wa and Wb in a detachable manner.
In addition, the height of the support | pillar 13 is not limited to the example of illustration, The thing of height is selected and employ | adopted suitably.

そして、上記構成の型枠W内の上方に配筋される格子状鉄筋Gの各交差部の夫々に鉄筋間隔保持具本体1を装着する。
この装着は、鉄筋嵌着部5の側方開口部5aから縦筋G1を挿入すると共に、鉄筋挟持部7の鉄筋挿入口7bより横筋G2を挿入することにより、側方開口部5a及び鉄筋挿入口7bはその材質特性により弾性拡開して各鉄筋G1、G2の夫々を鉄筋嵌着部5及び横筋挟持穴7dの内方へ案内し、各鉄筋G1、G2の通過後は弾性復帰して各鉄筋G1、G2を抜止めすることで成し得る。
Then, the reinforcing bar spacing holder main body 1 is attached to each of the intersecting portions of the grid-like reinforcing bars G arranged in the upper part in the mold W having the above-described configuration.
This attachment is performed by inserting the longitudinal bar G1 from the side opening 5a of the reinforcing bar fitting part 5 and inserting the horizontal bar G2 from the reinforcing bar insertion part 7b of the reinforcing bar holding part 7 to insert the side opening 5a and the reinforcing bar. The opening 7b is elastically expanded depending on the material properties, and guides the reinforcing bars G1 and G2 to the inside of the reinforcing bar fitting portion 5 and the horizontal bar holding hole 7d, and returns elastically after passing through the reinforcing bars G1 and G2. This can be achieved by securing the reinforcing bars G1 and G2.

この様に格子状鉄筋Gの各交差部に装着された本体1より上方へ延出した吊り手部11の嵌着部12を型枠Wの対向する上端部Wa、Wb間に横架した支持竿Xに装着する。
支持竿Xに対する嵌着部12の装着にあっても、嵌着部12の両端部12aの間隙より支持竿Xを挿入することで、その材質特性により両端部12a間を弾性拡開して支持竿X内方へ案内し、支持竿Xの通過後は弾性復帰して支持竿Xを抜止めすることで成し得る。
これにより、型枠W内の上方に格子状鉄筋Gを水平にして安定的に配筋保持できる。
In this way, a support is provided in which the fitting portion 12 of the suspension portion 11 extending upward from the main body 1 mounted at each crossing portion of the grid-like reinforcing bar G is horizontally placed between the opposed upper end portions Wa and Wb of the formwork W. Attach to 竿 X.
Even when the fitting portion 12 is attached to the support rod X, the support rod X is inserted through the gap between the both end portions 12a of the fitting portion 12 so as to be elastically expanded between the both end portions 12a according to the material characteristics. This can be achieved by guiding the heel X inward and returning elastically after passing through the support ridge X to prevent the support ridge X from being removed.
Thereby, the grid-like reinforcing bar G can be placed horizontally above the mold W and stably held.

尚、図4に示す型枠Wにおいて、内底W2よりも上方に形成した段部W3には、格子状鉄筋Gの交差部に従前の鉄筋間隔保持具Mを装着して段部W3と型枠側壁W4との間隔を保持している。   In the formwork W shown in FIG. 4, a step W3 formed above the inner bottom W2 is fitted with a reinforcing bar spacing holder M in front of the intersection of the latticed reinforcing bars G, and the step W3 and the mold. The distance from the frame side wall W4 is maintained.

次に、型枠W内に上方開口部W1よりコンクリート(図示せず)を打設し、該コンクリートの養生固化後、コンクリート製品(上方開口部W1)より突出する吊り手部11を切断し、支持竿Xを型枠Wから離脱すると共に、脱型する。
これにより、型枠W内上面に対応するコンクリート製品上面より所定のかぶり厚さを以て格子状鉄筋Gが水平に埋設される。
Next, concrete (not shown) is placed in the mold W from the upper opening W1, and after curing and hardening of the concrete, the suspension part 11 protruding from the concrete product (upper opening W1) is cut. The support rod X is detached from the formwork W and removed.
Thereby, the grid | lattice-like reinforcing bar G is embed | buried horizontally with the predetermined cover thickness from the concrete product upper surface corresponding to the upper surface in the formwork W. FIG.

尚、鉄筋間隔保持具本体1の形態は、格子状鉄筋Gの交差部を装着できれば何ら限定されない。
又、本実施例にあっては、格子状鉄筋Gに本体1を装着してから吊り手部11を支持竿Xに装着したものを示したが、吊り手部11を支持竿Xに装着してから本体1を格子状鉄筋Gに装着しても良い。
この場合、支持竿Xに吊るされた本体1を支持竿Xに沿ってスライドさせて支持杆Xに対する本体1の吊り位置を調整して格子状鉄筋Gの交差部に本体1を装着させられる。
In addition, the form of the reinforcing bar interval holder main body 1 is not limited at all as long as the intersection of the lattice reinforcing bars G can be mounted.
Further, in the present embodiment, the case in which the main body 1 is attached to the lattice reinforcing bar G and the suspension part 11 is attached to the support rod X is shown, but the suspension part 11 is attached to the support rod X. After that, the main body 1 may be attached to the lattice rebar G.
In this case, the main body 1 suspended from the support rod X is slid along the support rod X to adjust the suspension position of the main body 1 with respect to the support rod X, and the main body 1 can be attached to the intersection of the lattice rebars G.

したがって、図6に示す他例の様に嵌着部12をO型リングと成し、予め支持杆Xにスライド自在に外嵌する様にして上記の如く型枠W内に配筋し、コンクリート製品を製造する様に成しても良い。
尚、図6に示す鉄筋間隔保持具本体1は、吊り手部11を細長く形成し、嵌着部12をO型リングとした以外は上記と基本的に構造は同一のため、上記と同一又は相当部分には同じ符号を図6に付し、説明を省略する。
Therefore, as in the other example shown in FIG. 6, the fitting portion 12 is formed as an O-shaped ring, and is laid out in advance in the mold W as described above so as to be slidably fitted onto the support rod X in advance. You may make it like manufacturing a product.
6 is basically the same as the above except that the suspension part 11 is formed in an elongated shape and the fitting part 12 is an O-shaped ring. Corresponding portions are denoted by the same reference numerals in FIG.

1 (鉄筋間隔保持具)本体
11 吊り手部
G 平面視格子状鉄筋
W 型枠
W1 上方開口部
Wa 上端部
Wb 上端部
X 支持竿
1 (Rebar spacing holder) body
11 Suspension part G Planar lattice rebar W Formwork
W1 Upper opening
Wa top edge
Wb Upper end X Support rod

Claims (3)

平面視格子状鉄筋の交差部に本体が装着される合成樹脂製の鉄筋間隔保持具において、型枠の上方開口部を介して対向する上端部間に着脱自在に横架した支持竿より本体を型枠内に垂下させ、脱型時に切断可能な吊り手部を、本体より延出形成し、吊り手部は上端に支持竿に装着するC型又はO型リング状の嵌着部を設けたことを特徴とする鉄筋間隔保持具。 In the plan view grid pattern rebar intersections in the body reinforcing bar spacing retainer made of synthetic resin to be attached, the body than the support rod which rotatably and laterally placed detachably between the upper end portions opposing each other via the upper opening of the mold A suspension part that can be suspended in the mold and cut off at the time of demolding extends from the main body , and the suspension part is provided with a C-shaped or O-shaped ring-shaped fitting part that is attached to a support rod at the upper end . A rebar spacing retainer characterized by the above. 型枠内に配筋される平面視格子状鉄筋の交差部に合成樹脂製の鉄筋間隔保持具本体を装着し、該本体より吊り手部を上方延出形成すると共に、該吊り手部の上端に設けたC型又はO型リング状の嵌着部を、型枠の上方開口部を介して対向する上端部間に着脱自在に横架した支持竿に装着したことを特徴とする配筋構造。 Attach the reinforcing bar interval holder main body made of synthetic resin to the intersection of the grid-like reinforcing bars arranged in a plan view, and extend the suspension part upward from the main body, and the upper end of the suspension part A bar arrangement structure in which a C-shaped or O-shaped ring-shaped fitting portion provided on the frame is mounted on a support rod that is detachably mounted between upper end portions facing each other through an upper opening of the mold . 型枠内に配筋される平面視格子状鉄筋の交差部に合成樹脂製の鉄筋間隔保持具本体を装着し、該本体より吊り手部を上方延出形成すると共に、該吊り手部の上端に設けたC型又はO型リング状の嵌着部を、型枠の上方開口部を介して対向する上端部間に着脱自在に横架した支持竿に装着して型枠内に平面視格子状鉄筋を水平に配筋した後に、型枠内にコンクリートを打設し、該コンクリートの養生固化後、コンクリート製品より突出する吊り手部を切断して支持竿を型枠から離脱すると共に、脱型したことを特徴とするコンクリート製品の製造方法。 Attach the reinforcing bar interval holder main body made of synthetic resin to the intersection of the grid-like reinforcing bars arranged in a plan view, and extend the suspension part upward from the main body, and the upper end of the suspension part The C-shaped or O-shaped ring-shaped fitting portion provided on the top of the mold is mounted on a support rod that is detachably mounted between the upper ends facing each other via the upper opening of the mold, and the plan view lattice in the mold After placing the reinforcing bars horizontally, the concrete is placed in the mold, and after curing and curing the concrete, the suspension part protruding from the concrete product is cut to remove the support rod from the mold and remove it. A method for producing a concrete product characterized by being molded.
JP2012253014A 2012-11-19 2012-11-19 Reinforcing bar spacing holder, bar arrangement structure using the same, and method for producing concrete product Active JP5961533B2 (en)

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