JP2003027745A - Reinforcement interval holding fixture for concrete product - Google Patents

Reinforcement interval holding fixture for concrete product

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Publication number
JP2003027745A
JP2003027745A JP2001215810A JP2001215810A JP2003027745A JP 2003027745 A JP2003027745 A JP 2003027745A JP 2001215810 A JP2001215810 A JP 2001215810A JP 2001215810 A JP2001215810 A JP 2001215810A JP 2003027745 A JP2003027745 A JP 2003027745A
Authority
JP
Japan
Prior art keywords
reinforcing bar
holding
reinforcing
concrete product
holder
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
JP2001215810A
Other languages
Japanese (ja)
Other versions
JP2003027745A5 (en
Inventor
Masami Nyuraiin
正己 入来院
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.)
NICHIEI SHOJI KK
Original Assignee
NICHIEI SHOJI KK
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 NICHIEI SHOJI KK filed Critical NICHIEI SHOJI KK
Priority to JP2001215810A priority Critical patent/JP2003027745A/en
Publication of JP2003027745A publication Critical patent/JP2003027745A/en
Publication of JP2003027745A5 publication Critical patent/JP2003027745A5/ja
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a reinforcement interval holding fixture for concrete product that can be obtained by slightly reforming the molding tool of the conventional reinforcement interval holding fixture. SOLUTION: First and second holding arms 4 and 5 are integrally formed with the base-side end section of an inserted supporting section 1 inserted into the lower end section of the horizontal reinforcement F2 of a reinforcing member F. Third and fourth holding arms 7 and 8 are integrally formed in the axial direction of the vertical reinforcement F1 of the member F. Then reinforcement crimping sections 3 are integrally formed with the upper surfaces of the base- side ends of the holding arms 7 and 8, respectively. In addition, the crimping recessed sections 11a and 11b of the crimping sections 3 are provided at positions which are separated from the holding arms 4 and 5 by a prescribed height by respectively raising the recessed sections 11a and 11b by means of pedestal sections 9c and 10c.

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】本発明は例えばU字溝等のコ
ンクリート製品内に埋設されるコンクリート製品を補強
する鉄筋製の補強部材に装着して、その補強部材をコン
クリート製品の成形用型枠から離間した状態に支持する
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 is mounted on a reinforcing member made of reinforcing steel for reinforcing a concrete product embedded in a concrete product such as a U-shaped groove, and the reinforcing member is removed from a mold for molding the concrete product. The present invention relates to a reinforcing bar spacing holder that is supported in a separated state.

【0002】[0002]

【従来の技術】一般に、道路の側溝用としてコンクリー
ト製のU字溝が用いられる。このU字溝Cは、図6に示
すようにコンクリート製のU字溝本体21の内部に補強
部材Fを埋設して構成されている。前記U字溝本体21
の左右両側壁の外面には、凹所21aが形成されてい
る。この凹所21aにより道路22とU字溝本体21の
境界23に生育する雑草の根の下方への侵入が阻止さ
れ、雑草の生長を抑制するようになっている。
2. Description of the Related Art Generally, a U-shaped groove made of concrete is used for a side gutter of a road. This U-shaped groove C is configured by embedding a reinforcing member F inside a U-shaped groove main body 21 made of concrete as shown in FIG. The U-shaped groove body 21
Recesses 21a are formed on the outer surfaces of the left and right side walls. The recess 21a prevents the weeds growing at the boundary 23 between the road 22 and the U-shaped groove main body 21 from invading the roots downward, and suppresses the growth of the weeds.

【0003】前記補強部材Fは複数本の縦鉄筋F1と横
鉄筋F2を縦横に結合して網状に形成されている。そし
て、この網状補強部材FをU字溝Cの成形用型枠から離
間した状態に支持するための鉄筋間隔保持具Tは、最上
段の縦横鉄筋F1,F2 の交差部に複数個装着される。
このとき、鉛直方向の横鉄筋F2 はその端部側が鉄筋間
隔保持具Tの嵌挿支持部1により嵌挿されるとともに、
縦鉄筋F1 はその嵌挿された横鉄筋F2 を挟んで両側が
鉄筋間隔保持具の一対の挟持片24a,24bにより弾
性的に挟持される。このようにして鉄筋間隔保持具Tが
縦横鉄筋F1 ,F 2 に比較的強固に取り付けられ、網状
補強部材Fを嵌挿支持部1にて成形用型枠から離間した
状態に支持して、補強部材FがU字溝本体21の表面か
ら露出しないようにしている。
The reinforcing member F is composed of a plurality of vertical reinforcing bars F.1And sideways
Rebar F2Are connected in the vertical and horizontal directions to form a net. That
By separating the mesh-like reinforcing member F from the mold for forming the U-shaped groove C.
The reinforcing bar spacing holder T for supporting the space
Vertical and horizontal rebar F1, F2A plurality of them are attached at the intersection of.
At this time, the horizontal rebar F in the vertical direction2Is between the rebars on the end side
While being fitted by the fitting support portion 1 of the space holder T,
Vertical rebar F1 Is the horizontal rebar F that has been inserted2Both sides across
The rebar spacing holder has a pair of clamping pieces 24a, 24b for bullet
It is sexually sandwiched. In this way, the rebar spacing holder T
Vertical and horizontal rebar F1 , F 2Relatively firmly attached to the
The reinforcing member F was separated from the molding frame by the fitting support portion 1.
The reinforcing member F on the surface of the U-shaped groove main body 21
I try not to expose it.

【0004】なお、前記U字溝Cの上端の左右両内側面
には、それぞれ段差部が形成され、U字溝Cの上部を閉
塞する蓋が支持される構造のものもあるが、図6は開放
型のU字溝Cを示す。
There is a structure in which a step portion is formed on each of the left and right inner side surfaces of the upper end of the U-shaped groove C, and a lid for closing the upper portion of the U-shaped groove C is supported. Indicates an open U-shaped groove C.

【0005】[0005]

【発明が解決しようとする課題】ところが、上記従来の
U字溝の鉄筋間隔保持具Tは、間隔保持部2と一対の挟
持片24a,24bが同じ高さ位置に設定されていたの
で、縦横鉄筋F1 ,F2の交差部に鉄筋間隔保持具Tを
適正に装着できないという問題があった。即ち、U字溝
本体21の前記凹所21aの高さ位置と、縦鉄筋F1
高さ位置との間には、各地方の公共団体の施工基準によ
りそれぞれ一定の関係に設定される。そして、U字溝C
の機械的強度上の問題で、縦鉄筋F1 の高さが凹所21
aの上端縁よりも低く設定される。又、凹所21aのU
字溝Cの上端面からの離隔寸法もU字溝Cの強度及び植
物の生育を抑制する観点から一定(例えば25mm)に
設定される。このため、間隔保持部2の右側の保持腕の
高さ位置を変更しないで、左側の保持腕及び挟持片24
a,24bの高さ位置を下げる必要がある。従って、鉄
筋間隔保持具Tの成形型を最初から作り直さなければな
らず、コストの低減を図ることができないという問題が
あった。
However, in the above-described conventional U-shaped grooved reinforcing bar spacing holder T, the spacing holding portion 2 and the pair of holding pieces 24a, 24b are set at the same height position. There was a problem that the reinforcing bar spacing holder T could not be properly mounted at the intersection of the reinforcing bars F 1 and F 2 . That is, the height position of the recess 21a of the U-shaped groove main body 21 and the height position of the vertical reinforcing bar F 1 are set to have a fixed relationship according to the construction standards of the local public bodies. And U-shaped groove C
In the mechanical strength problems, the height of the vertical reinforcing bars F 1 is recess 21
It is set lower than the upper edge of a. Also, U of the recess 21a
The distance from the upper end surface of the groove C is also set to be constant (for example, 25 mm) from the viewpoint of suppressing the strength of the U groove C and the growth of plants. For this reason, without changing the height position of the holding arm on the right side of the interval holding section 2, the holding arm on the left side and the sandwiching piece 24 are not changed.
It is necessary to lower the height positions of a and 24b. Therefore, there has been a problem that the mold for the reinforcing bar interval holder T has to be remade from the beginning, and the cost cannot be reduced.

【0006】又、前述した鉄筋間隔保持具Tに代えて、
図7に示すような鉄筋間隔保持具T1も提案されてい
る。この鉄筋間隔保持具T1は、円形状の保持具本体2
6に縦鉄筋F1 の一対の案内バー26aを弾性変形可能
に形成している。又、保持具本体26の中心部に両案内
バー26aにより案内された縦鉄筋F1 を前記案内バー
26aの先端部と協同して挟持する挟持凹部26bを形
成している。前記保持具本体26の外周縁は、U字溝C
の成形時においては、凹所21aを形成する成形型(図
示略)に接触されるとともに、内側面を成形する成形型
(図示略)に接触される。さらに、横鉄筋F2 の端部に
は鉄筋間隔保持具T1と別体のキャップ27が嵌合さ
れ、このキャップ27により横鉄筋F2を成形型(図示
略)から所定距離だけ離隔した位置に保持するようにし
ている。
Further, in place of the above-mentioned reinforcing bar spacing holder T,
A reinforcing bar spacing holder T1 as shown in FIG. 7 has also been proposed. This rebar spacing holder T1 is a circular holder body 2
6, a pair of guide bars 26a of the vertical reinforcing bar F 1 are formed so as to be elastically deformable. A holding recess 26b is formed in the center of the holder body 26 for holding the vertical reinforcing bar F 1 guided by the guide bars 26a in cooperation with the tip of the guide bar 26a. The outer peripheral edge of the holder body 26 has a U-shaped groove C.
At the time of molding, the molding die is contacted with a molding die (not shown) for forming the recess 21a, and is also contacted with a molding die (not shown) for molding the inner surface. Furthermore, horizontal rebar F 2 ends separate the cap 27 and the reinforcing bar spacing retainer T1 in is fitted, in the mold a lateral reinforcing bars F 2 by the cap 27 remote from (not shown) by a predetermined distance position I try to hold it.

【0007】ところが、上記従来の鉄筋間隔保持具T1
は、別途キャップ27が必要になるため、二つの部材の
装着作業が面倒であるばかりでなく、部品点数が増え
て、それらの成形型を二種類用意しなければならず、コ
ストの低減を図ることができないという問題があった。
However, the above-mentioned conventional reinforcing bar spacing holder T1
In addition, since the cap 27 is required separately, not only is the mounting work of the two members cumbersome, but also the number of parts is increased, and two types of these molds must be prepared, which reduces the cost. There was a problem that I could not.

【0008】本発明は上記問題点に着目してなされたも
のであって、その目的は、従来の鉄筋間隔保持具の成形
型に少しの改良を加えるだけで済ませることができる鉄
筋間隔保持具を提供することにある。
The present invention has been made in view of the above problems, and an object thereof is to provide a reinforcing bar interval holder which can be obtained by making a slight modification to the conventional mold for the reinforcing bar interval retainer. To provide.

【0009】[0009]

【課題を解決するための手段】上記問題点を解決するた
めに、請求項1に記載の発明は、コンクリート製品の製
造時に内側となる複数本の鉄筋と外側となる複数本の鉄
筋とを縦横に結合して形成した網状の補強部材に装着さ
れる鉄筋間隔保持具であって、前記鉄筋間隔保持具は前
記外側鉄筋を嵌挿支持する嵌挿支持部と、該嵌挿支持部
と交差する方向に形成され、補強部材をコンクリート製
品の成形用型枠から離間した状態に保持する間隔保持部
と、該間隔保持部の一側に設けられ、かつ前記内側鉄筋
を弾性的に挟持する挟持片からなる鉄筋挟持部とを備
え、該鉄筋挟持部は、前記間隔保持部から前記外側鉄筋
の軸線方向に所定距離だけ離隔した位置に配設されてい
ることを要旨とする。
In order to solve the above-mentioned problems, the invention according to claim 1 has a plurality of rebars on the inside and a plurality of rebars on the outside when the concrete product is manufactured. A reinforcing bar spacing holder mounted on a mesh-like reinforcing member formed by coupling the reinforcing bars to each other, wherein the reinforcing bar spacing holder intersects with a fitting and inserting support part for fitting and supporting the outer reinforcing bar. And a holding piece that is formed in one direction and that holds the reinforcing member in a state of being separated from the mold for molding the concrete product, and a holding piece that is provided on one side of the distance holding portion and that elastically holds the inner reinforcing bar. It is characterized in that the reinforcing bar sandwiching section is formed at a position separated from the spacing section by a predetermined distance in the axial direction of the outer reinforcing bar.

【0010】請求項2に記載の発明は、請求項1におい
て、前記間隔保持部の一側には内側鉄筋の長手方向の両
端部と対応するコンクリート製品の一対の成形用型枠の
いずれか一方の型枠に当接して位置規制される位置規制
部を備え、該位置規制部に前記鉄筋挟持部が設けられて
いることを要旨とする。
According to a second aspect of the present invention, in the first aspect, one of the pair of molding forms for the concrete product corresponding to the longitudinal end portions of the inner reinforcing bar is provided on one side of the spacing portion. The gist of the present invention is to include a position regulating portion that is brought into contact with the form frame and whose position is regulated, and the reinforcing rod sandwiching portion is provided in the position regulating portion.

【0011】請求項3に記載の発明は、請求項2におい
て、前記位置規制部は前記間隔保持部から離隔する方向
に二箇所に設けられ、両位置規制部に前記鉄筋挟持部が
それぞれ設けられていることを要旨とする。
According to a third aspect of the present invention, in the second aspect, the position restricting portions are provided at two positions in a direction in which the position restricting portions are separated from each other, and both the position restricting portions are respectively provided with the reinforcing bar sandwiching portions. That is the summary.

【0012】請求項4に記載の発明は、請求項1〜3の
いずれか一項において、前記鉄筋挟持部には前記内側鉄
筋を支持する支持部が設けられていることを要旨とす
る。請求項5に記載の発明は、請求項1〜3のいずれか
一項において、前記間隔保持部には成形用型枠を指示す
る指示部が設けられていることを要旨とする。
A fourth aspect of the present invention is, in any one of the first to third aspects, characterized in that the reinforcing bar holding section is provided with a supporting section for supporting the inner reinforcing bar. A fifth aspect of the present invention is characterized in that, in any one of the first to third aspects, the interval holding section is provided with an instruction section for instructing a molding frame.

【0013】請求項6に記載の発明は、請求項1〜3の
いずれか一項において、前記鉄筋挟持部は左右一対の挟
持片と、該挟持片の基端部に互いに対向するように、か
つ前記間隔保持部から所定高さ位置に円弧状に形成され
た左右一対の挟持凹部と、該挟持凹部の先端に連なる左
右一対の装着ガイド面と、前記両挟持凹部の下端接続部
に形成されたスリットとにより構成されていることを要
旨とする。
According to a sixth aspect of the present invention, in any one of the first to third aspects, the reinforcing bar sandwiching portion faces a pair of left and right sandwiching pieces and the base end portions of the sandwiching pieces face each other. Further, a pair of left and right sandwiching recesses formed in an arc shape at a predetermined height from the space holding portion, a pair of left and right mounting guide surfaces connected to the tips of the sandwiching recesses, and lower end connecting portions of both sandwiching recesses are formed. The main point is that it is composed of a slit.

【0014】[0014]

【発明の実施の形態】以下、本発明をコンクリート製品
としてのU字溝の鉄筋間隔保持具に具体化した一実施形
態を図1〜図5に従って説明する。図4に示すように、
本実施形態の鉄筋間隔保持具Tは補強部材Fに装着され
た状態で、補強部材FとともにU字溝の成形用型枠S内
に配置される。型枠Sは内側型枠S1 と、その内側型枠
1 の両端に回動可能に連結された一対の外側型枠S2
と、該外側型枠S2 に取り付けられ、図6で述べたU字
溝本体21の前記凹所21aを成形する凹所成形型S3
とから構成されている。補強部材Fは直線状に形成され
た複数本の縦鉄筋としての内側鉄筋F1 が、略逆U字状
に形成された複数本(一本のみ図示)の横鉄筋としての
外側鉄筋F2 の内側にて直交するように所定間隔にて溶
接された構成となっている。従って、補強部材Fを型枠
S内に配置したときには、内側鉄筋F1 が内側型枠S1
と対向し、外側鉄筋F2 が外側型枠S2 と対向した状態
となっている。そして、鉄筋間隔保持具Tは補強部材F
の最下段において内側鉄筋F1 と外側鉄筋F2 との交差
部に複数個装着されるようになっている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment in which the present invention is embodied in a U-shaped groove reinforcing bar spacing tool as a concrete product will be described below with reference to FIGS. As shown in FIG.
The reinforcing bar spacing holder T of the present embodiment is arranged in the U-shaped groove forming mold S together with the reinforcing member F in a state of being attached to the reinforcing member F. The mold S includes an inner mold S 1 and a pair of outer molds S 2 rotatably connected to both ends of the inner mold S 1.
And a recess forming mold S 3 attached to the outer mold S 2 to form the recess 21a of the U-shaped groove body 21 described in FIG.
It consists of and. Reinforcing member F has inner reinforcing bar F 1 as the longitudinal reinforcing bars of the plurality of formed linearly, as lateral reinforcing bars a plurality of formed substantially inverted U-shape (shown only one) of the outer reinforcing bars F 2 It is configured to be welded at a predetermined interval so as to be orthogonal to each other inside. Therefore, when the reinforcing member F is placed in the form S, the inner rebar F 1 is moved to the inner form S 1
And the outer rebar F 2 faces the outer form S 2 . And, the reinforcing bar spacing holder T is the reinforcing member F.
In the lowermost stage, a plurality of inner reinforcing bars F 1 and outer reinforcing bars F 2 are attached to each other.

【0015】図1,図2に示すように、鉄筋間隔保持具
Tは嵌挿支持部1と間隔保持部2と鉄筋挟持部3とを備
えており、合成樹脂により一体成形されている。嵌挿支
持部1は前記外側鉄筋F2 の端部を嵌挿可能な内径を有
する円筒状に形成されている。又、嵌挿支持部1の先端
部には半円形状の板部1aが一体に、かつ平面十字状に
形成されている。両板部1aによって平面四半円弧状の
通路1bが四箇所に等間隔に形成されている。そして、
嵌挿支持部1は外側鉄筋F2 の端部を嵌挿した状態で、
前記板部1aの先端部が内側型枠S1 の底面と当接して
補強部材Fを支持するようになっている。
As shown in FIGS. 1 and 2, the reinforcing bar spacing holding tool T comprises a fitting insertion supporting portion 1, a spacing holding portion 2 and a reinforcing bar holding portion 3 and is integrally molded of synthetic resin. The fitting support portion 1 is formed in a cylindrical shape having an inner diameter into which the end portion of the outer reinforcing bar F 2 can be fitted. Further, a semicircular plate portion 1a is formed integrally with the tip end portion of the insertion support portion 1 and has a planar cross shape. Passages 1b in the shape of a quarter quadrilateral arc are formed at equal intervals at four locations by both plate portions 1a. And
The insertion support portion 1 is in a state where the end portion of the outer reinforcing bar F 2 is inserted and
Adapted to support a reinforcing member F tip of the plate portion 1a is in contact with the bottom surface of the inner mold S 1.

【0016】前記間隔保持部2は嵌挿支持部1の基端外
周面に同嵌挿支持部1と直交するように形成された第一
の保持腕4と、第一の保持腕4と対称位置に形成された
第二の保持腕5とからなる。第一の保持腕4は第二の保
持腕5よりも若干短くかつ、両腕4,5の合計が内側型
枠S1 と外側型枠S2 との間隔にほぼ等しくなるような
長さに形成されている。又、第一及び第二の保持腕4,
5は先細に形成されるとともに、それぞれの下面には補
強用のリブ4a,5aが形成されている。さらに、第二
の保持腕5の先端には鉄筋間隔保持具Tの装着方向を指
示する略三角状の指示部6が形成されている。
The space holding portion 2 is symmetrical to the first holding arm 4 formed on the outer peripheral surface of the base end of the fitting supporting portion 1 so as to be orthogonal to the fitting supporting portion 1. And a second holding arm 5 formed at the position. The first holding arm 4 is slightly shorter than the second holding arm 5 and has a length such that the total of both arms 4 and 5 is substantially equal to the distance between the inner mold S 1 and the outer mold S 2. Has been formed. Also, the first and second holding arms 4,
5 is tapered, and reinforcing ribs 4a and 5a are formed on the lower surface of each. Further, at the tip of the second holding arm 5, there is formed a substantially triangular indicating portion 6 for indicating the mounting direction of the reinforcing bar interval holder T.

【0017】前記嵌挿支持部1の基端外周部には前記第
一及び第二の保持腕4,5と直交するように、かつ互い
に反対方向に指向するように第三及び第四の保持腕7,
8が一体に形成されている。第三の保持腕7又は第四の
保持腕8は、成形用型枠SのうちU字溝の長手方向の両
端面を成形する一対の端部型枠(図示略)の一方又は他
方に当接されて、該端部型枠に対する補強部材Fの位置
を規制する。この保持腕7,8は先細かつ所定の長さを
有する直線状に形成されるとともに、それぞれの下面に
は補強用のリブ7a,8aが形成されている。
A third and a fourth holding member are provided on the outer peripheral portion of the base end of the fitting support unit 1 so as to be orthogonal to the first and second holding arms 4 and 5 and to be oriented in directions opposite to each other. Arm 7,
8 is integrally formed. The third holding arm 7 or the fourth holding arm 8 is attached to one or the other of a pair of end molds (not shown) that mold both end faces of the U-shaped groove in the longitudinal direction of the molding mold S. They are in contact with each other and regulate the position of the reinforcing member F with respect to the end form. The holding arms 7 and 8 are formed in a linear shape having a taper and a predetermined length, and reinforcing ribs 7a and 8a are formed on the lower surfaces of the holding arms 7 and 8, respectively.

【0018】この実施形態では前記第三の保持腕7、第
四の保持腕8の基端上面に前記鉄筋挟持部3がそれぞれ
形成されている。第三の保持腕7に設けられた鉄筋挟持
部3は、該保持腕7の基端部上面に一体形成された左右
一対の挟持片9a,9bと、両挟持片9a,9bを第一
の保持腕4、第二の保持腕5の位置から所定高さに持ち
上げる台座部9cとにより構成されている。第四の保持
腕8に設けられた鉄筋挟持部3は、該保持腕8の基端部
上面に一体形成された左右一対の挟持片10a,10b
と、両挟持片10a,10bを第一の保持腕4、第二の
保持腕5の位置から所定高さに持ち上げる台座部10c
とにより構成されている。
In this embodiment, the reinforcing bar holding portions 3 are formed on the upper surfaces of the base ends of the third holding arm 7 and the fourth holding arm 8, respectively. The reinforcing bar holding portion 3 provided on the third holding arm 7 includes a pair of left and right holding pieces 9a and 9b integrally formed on the upper surface of the base end portion of the holding arm 7 and both holding pieces 9a and 9b. The holding arm 4 and the second holding arm 5 are configured by a pedestal portion 9c that is lifted to a predetermined height. The reinforcing bar holding portion 3 provided on the fourth holding arm 8 includes a pair of left and right holding pieces 10a, 10b integrally formed on the upper surface of the base end portion of the holding arm 8.
And a pedestal portion 10c that lifts both holding pieces 10a and 10b from the positions of the first holding arm 4 and the second holding arm 5 to a predetermined height.
It is composed of and.

【0019】前記挟持片9a,9bは互いに所定間隔離
間して保持腕7からはみ出した状態に配置されるととも
に、その外壁面が円弧状と平面上に形成されている。
又、挟持片9a,9bの相対向する内壁面の下部には半
円状の挟持凹部11a,11bが形成されており、内側
鉄筋F1 を各保持腕4,5,7,8から所定距離だけ
浮かした状態に挟持可能となっている。さらに、挟持片
9a,9bの内壁面中央部から先端面に亘って外向きに
広がる斜状の装着ガイド面12a,12bが形成されて
いる。又、挟持片9a,9bは弾性を有しており、装着
ガイド面12a,12bに内側鉄筋F1が当接した状態
で押圧されることにより外側に広がって、その内側鉄筋
1を挟持凹部11a,11bにて挟持するようになっ
ている。
The sandwiching pieces 9a and 9b are arranged so as to be separated from each other by a predetermined distance and protrude from the holding arm 7, and the outer wall surface thereof is formed in an arc shape and a plane.
Also, semicircular holding recesses 11a, 11b are formed in the lower portions of the inner wall surfaces of the holding pieces 9a, 9b facing each other, and the inner reinforcing bar F 1 is separated from each holding arm 4, 5, 7, 8 by a predetermined distance. It can be clamped in a floating state. Further, oblique mounting guide surfaces 12a and 12b are formed which spread outward from the center of the inner wall surface of the sandwiching pieces 9a and 9b to the tip surface. Further, the holding piece 9a, 9b has a resilient, spread outwardly by being pressed in a state where the mounting guide face 12a, the inner reinforcing bars F 1 to 12b abuts pinching recess and the inner reinforcing bars F 1 It is designed to be sandwiched between 11a and 11b.

【0020】前記挟持片10a,10bの相対向する内
壁面の下部には半円状の挟持凹部14a,14bが形成
されており、内側鉄筋F1 を各保持腕4,5,7,8
から所定距離だけ浮かした状態に挟持可能となってい
る。さらに、挟持片10a,10bの内壁面中央部から
先端面に亘って外向きに広がる斜状の装着ガイド面15
a,15bが形成されている。又、挟持片10a,10
bは弾性を有しており、装着ガイド面15a,15bに
内側鉄筋F1が当接した状態で押圧されることにより外
側に広がって、その内側鉄筋F1を挟持凹部14a,1
4bにて挟持するようになっている。
Semicircular holding recesses 14a, 14b are formed in the lower portions of the inner wall surfaces of the holding pieces 10a, 10b which face each other, and the inner reinforcing bar F 1 is attached to each of the holding arms 4, 5, 7, 8.
It can be clamped in a state in which it is floated a predetermined distance from. Further, the slanted mounting guide surface 15 that spreads outward from the center of the inner wall surface of the sandwiching pieces 10a and 10b to the tip surface.
a and 15b are formed. Also, the sandwiching pieces 10a, 10
b has elasticity, and is spread outward by being pressed with the inner reinforcing bar F 1 in contact with the mounting guide surfaces 15a, 15b, and sandwiching the inner reinforcing bar F 1 between the recessed portions 14a, 1b.
It is designed to be clamped by 4b.

【0021】前記第三の保持腕7、第四の保持腕8の上
面には、支持部16,17が一体に形成され、その上面
の高さは前記挟持凹部11a,11b,14a,14b
に支持された縦鉄筋F1を安定して支持するようになっ
ている。前記挟持凹部11a,11b,14a,14b
の下端接続部及び前記両支持部16,17には、縦鉄筋
1と平行にスリット18,19が形成されている。こ
のスリットによって挟持片9a,9b、10a,10b
が弾性変形し易く、縦鉄筋F1の挟持動作を円滑に行う
ようにしている。
Supports 16 and 17 are integrally formed on the upper surfaces of the third holding arm 7 and the fourth holding arm 8, and the heights of the upper surfaces are the holding recesses 11a, 11b, 14a and 14b.
The vertical rebar F 1 supported by the above is stably supported. The sandwiching recesses 11a, 11b, 14a, 14b
Slits 18 and 19 are formed in the lower end connecting portion and both supporting portions 16 and 17 in parallel with the vertical reinforcing bar F 1 . The slits 9a, 9b, 10a, 10b are formed by this slit.
Is easily elastically deformed so that the vertical rebar F 1 can be smoothly clamped.

【0022】上記のように構成された鉄筋間隔保持具T
は図4に示すように、補強部材Fの最下段にて内側鉄筋
1と外側鉄筋F2 との交差部に装着される。最初に鉄
筋間隔保持具Tの嵌挿支持部1を把持し、その基端(上
端)開口部に外側鉄筋F2 の端部を嵌挿して、挟持片9
a,9b,10a,10の装着ガイド面12a,12
b,15a,15bを内側鉄筋F1に当接させる。
Reinforcing bar spacing holder T constructed as described above
As shown in FIG. 4, is attached to the intersection of the inner reinforcing bar F 1 and the outer reinforcing bar F 2 at the lowermost stage of the reinforcing member F. First, the fitting support portion 1 of the reinforcing bar spacing holder T is gripped, and the end portion of the outer reinforcing bar F 2 is fitted into the opening of the base end (upper end) of the holding piece 9.
a, 9b, 10a, 10 mounting guide surfaces 12a, 12
b, 15a, 15b are brought into contact with the inner reinforcing bar F 1 .

【0023】次に、この状態で鉄筋間隔保持具T全体を
横鉄筋F2 の軸線方向に押込むと、両挟持片9a,9
b,10a,10bがその弾性に抗して押し広げられ、
内側鉄筋F1が挟持凹部11a,11b,14a,14
b内に入り込んで挟持されて、鉄筋間隔保持具Tが装着
される。この動作を繰り返し行い、縦鉄筋F1と横鉄筋
2 の各交差部のうち横鉄筋F2 の端部寄りの交差部に
鉄筋間隔保持具Tを装着する。
Next, in this state, when the entire reinforcing bar spacing holder T is pushed in the axial direction of the horizontal reinforcing bar F 2 , both clamping pieces 9a, 9 are held.
b, 10a, 10b are spread out against their elasticity,
The inner rebar F 1 is sandwiched by the holding recesses 11a, 11b, 14a, 14
The reinforcing bar spacing holder T is attached by being inserted and clamped in b. By repeating this operation, the reinforcing bar spacing holder T is attached to the intersection of the vertical reinforcing bars F 1 and the horizontal reinforcing bars F 2 near the end of the horizontal reinforcing bars F 2 .

【0024】図4に示すように、鉄筋間隔保持具Tが装
着された補強部材Fを型枠S内に配置すると、補強部材
Fは嵌挿支持部1の板部1aと内側型枠S1 の内底面と
が当接して支持される。又、補強部材Fは間隔保持部2
の第一の保持腕4により内側型枠S1 から離間し、第二
の保持腕5により外側型枠S2 から離間した状態に保持
される。さらに、U字溝の一方の端部型枠には補強部材
Fの一方の端部に装着された鉄筋間隔保持具Tの第三の
保持腕7の先端が当接され、補強部材Fが端部型枠から
離隔した状態に保持される。U字溝の他方の端部型枠に
は補強部材Fの他方の端部に装着された鉄筋間隔保持具
Tの第四の保持腕8の先端が当接され、補強部材Fが端
部型枠から離隔した状態に保持される。
As shown in FIG. 4, when the reinforcing member F to which the reinforcing bar spacing holder T is attached is placed in the form S, the reinforcing member F is inserted into the plate portion 1a of the fitting support 1 and the inner form S 1. Is supported by abutting against the inner bottom surface of the. Further, the reinforcing member F is the space holding portion 2
The first holding arm 4 separates it from the inner mold S 1 and the second holding arm 5 separates it from the outer mold S 2 . Furthermore, the tip of the third holding arm 7 of the reinforcing bar spacing holder T attached to one end of the reinforcing member F is brought into contact with the one end form of the U-shaped groove, and the reinforcing member F ends. It is kept separate from the subform. The tip of the fourth holding arm 8 of the reinforcing bar spacing holder T attached to the other end of the reinforcing member F is brought into contact with the other end form of the U-shaped groove, and the reinforcing member F is the end mold. It is kept separate from the frame.

【0025】その後、型枠S内にコンクリートが注入さ
れてチャンネル状のU字溝が成形される。このとき、コ
ンクリートの一部が四箇所の通路1bを通過して嵌挿支
持部1の内部に進入して固化される。
Then, concrete is poured into the mold S to form a channel-shaped U-shaped groove. At this time, a part of the concrete passes through the passages 1b at the four places and enters the inside of the fitting support portion 1 to be solidified.

【0026】次に、前記のように構成した鉄筋間隔保持
具Tの効果を構成とともに記載する。 (1)前記実施形態では、鉄筋挟持部3を第一及び第二
の保持腕4,5から所定高さ位置に変位させたので、図
5に示すように凹所成形型S3(凹所21a)の下端縁
の高さ位置よりも、最下端の縦鉄筋F1 の高さ位置が高
い場合に、第一の保持腕4を凹所成形型S3(凹所21
a)に干渉することなく、縦鉄筋F1 を挟持片9a,9
b、10a,10bによって適正に挟持することができ
る。この結果、従来の鉄筋間隔保持具Tの成形型を少し
改造するのみで、鉄筋間隔保持具Tの成形型を安価に製
造することができる。即ち、前記鉄筋挟持部3は、他の
成形部材と独立した入れ子方式の成形型により成形され
るので、この成形型を挟持凹部11a,11b、14
a,14bを嵩上げしない成形型から嵩上げした成形型
に取り替えるのみで、鉄筋間隔保持具Tの成形型を安価
に製作することができる。
Next, the effect of the reinforcing bar spacing holder T constructed as described above will be described together with the construction. (1) In the above-described embodiment, since the reinforcing bar holding portion 3 is displaced from the first and second holding arms 4, 5 to the predetermined height position, the recess forming mold S 3 (recess 21a) when the height position of the vertical rebar F 1 at the lowermost end is higher than the height position of the lower end edge, the first holding arm 4 is moved to the recess forming mold S 3 (recess 21
the vertical reinforcing bar F 1 without interfering with a).
It can be properly clamped by b, 10a and 10b. As a result, the molding die for the reinforcing bar spacing holder T can be manufactured at low cost by slightly modifying the molding die for the conventional reinforcing bar spacing holder T. That is, since the reinforcing bar sandwiching portion 3 is molded by a nesting type molding die independent of other molding members, the molding die is sandwiched by the concavities 11a, 11b, 14.
The mold for the reinforcing bar interval holder T can be manufactured at low cost simply by replacing the molds for which a and 14b are not raised with the molds for which the molds are raised.

【0027】又、挟持凹部11a,11b、14a,1
4b、装着ガイド面12a,12b、15a,15bの
成形用のインサート成形型を用いる方式の場合には、該
インサート成形型の高さ位置を変更するのみで、容易に
鉄筋間隔保持具Tの成形型を改造製作することができ
る。
Further, the holding recesses 11a, 11b, 14a, 1
4b and the method of using an insert molding die for molding the mounting guide surfaces 12a, 12b, 15a, 15b, it is possible to easily form the reinforcing bar interval holding tool T simply by changing the height position of the insert molding die. The mold can be modified and manufactured.

【0028】(2)前記実施形態では、鉄筋挟持部3の
近傍に支持部16,17を一体に成形したので、縦鉄筋
1 の支持を安定化することができる。この支持部1
6,17の成形型も既成の成形型に少しの改造を行うの
みで容易に製作することができる。
(2) In the above embodiment, since the supporting portions 16 and 17 are integrally formed in the vicinity of the reinforcing bar sandwiching section 3, the supporting of the vertical reinforcing bar F 1 can be stabilized. This support 1
The molds 6 and 17 can be easily manufactured by modifying the existing molds a little.

【0029】(3)前記実施形態では、台座部9c,1
0cにより鉄筋挟持部3の挟持凹部11a,11b、1
4a,14bを第一及び第二の保持腕4,5から所定高
さだけ浮上させたので、台座部9c,10cにスリット
18,19を形成することができる。このため、挟持片
9a,9b,10a,10bを弾性変形し易くして、縦
鉄筋F1を確実に挟持することができる。
(3) In the above embodiment, the pedestal portions 9c, 1
0c, the clamping recesses 11a, 11b, 1 of the reinforcing bar clamping unit 3
Since 4a and 14b are floated above the first and second holding arms 4 and 5 by a predetermined height, the slits 18 and 19 can be formed in the pedestals 9c and 10c. Therefore, the clamping pieces 9a, 9b, 10a, 10b can be easily elastically deformed, and the vertical reinforcing bar F 1 can be reliably clamped.

【0030】(4)前記実施形態では、一対の鉄筋挟持
部3を嵌挿支持部1を中心に対称状に設けたので、内側
鉄筋F1の左右方向への移動が規制される。従って、型
枠S内へのコンクリートの打設時等に、鉄筋間隔保持具
Tが外側鉄筋F2を中心に回動することはない。この結
果、補強部材Fはずれることはなく、本来の位置に支持
される。
(4) In the above embodiment, the pair of reinforcing bar sandwiching portions 3 are provided symmetrically with respect to the insertion supporting portion 1, so that the lateral movement of the inner reinforcing bar F 1 is restricted. Therefore, when placing concrete in the form S, the rebar spacing holder T does not rotate about the outer rebar F 2 . As a result, the reinforcing member F is not displaced and is supported in its original position.

【0031】(5)前記実施形態では、図5に示すよう
に、鉄筋間隔保持具Tが補強部材Fの最下段に装着され
た状態では、指示部6が内側型枠S1 側を指示するよう
になっている。このため、その指示部6の指示する方向
により正しく装着されているか否かを判断することがで
きる。即ち、最下段以外の位置に装着するには、嵌挿支
持部1にて内側鉄筋F1の端部を嵌挿し、挟持片9a,
9b、10a,10bにて外側鉄筋F2 を挟持すること
になる。このとき、指示部6は外側型枠S2側を指示す
るため、その装着が誤りであることをすぐに判別するこ
とができる。
(5) In the above embodiment, as shown in FIG. 5, when the reinforcing bar spacing holder T is mounted on the lowermost stage of the reinforcing member F, the indicator 6 indicates the inner mold S 1 side. It is like this. Therefore, it is possible to determine whether or not the device is properly mounted according to the direction instructed by the instruction unit 6. That is, in order to mount it at a position other than the lowermost stage, the end portion of the inner reinforcing bar F 1 is fitted and inserted by the fitting and supporting portion 1, and the holding pieces 9a,
The outer reinforcing bar F 2 is sandwiched between 9b, 10a and 10b. At this time, the instructing section 6 instructs the outer mold S 2 side, so that it can be immediately determined that the mounting is incorrect.

【0032】(6)前記実施形態では、嵌挿支持部1に
板部1a及び通路1bを形成したことにより、コンクリ
ート打設時において、コンクリートがその通路1bを通
過して嵌挿支持部1内に進入することができる。この結
果、コンクリート成形後においてコンクリートの収縮等
により嵌挿支持部1が破損するのを防止することができ
る。又、嵌挿支持部1の板部1aの先端部の面積が少な
くなっているため、U字溝の成形後に、そのU字溝の端
面に露出する前記板部1aの面積が少なくなる。この結
果、U字溝としての外観を良くすることができる。
(6) In the above-described embodiment, since the plate portion 1a and the passage 1b are formed in the fitting support portion 1, the concrete passes through the passage 1b and the inside of the fitting support portion 1 at the time of placing concrete. Can enter. As a result, it is possible to prevent the fit-in support part 1 from being damaged due to shrinkage of the concrete after the concrete is molded. Further, since the area of the tip of the plate portion 1a of the fitting support portion 1 is small, the area of the plate portion 1a exposed on the end surface of the U-shaped groove after forming the U-shaped groove is small. As a result, the appearance of the U-shaped groove can be improved.

【0033】なお、前記実施形態は以下のように変更し
てもよい。 ・ 図1に示す実施形態において、一対の鉄筋挟持部3
のうち一方を省略してもよい。又、第三の保持腕7、第
四の保持腕8のうち一方を省略したり、両方を省略した
りしてもよい。さらに、支持部16,17を省略しても
よい。
The above embodiment may be modified as follows. In the embodiment shown in FIG. 1, the pair of reinforcing bar holding portions 3
One of them may be omitted. Further, one of the third holding arm 7 and the fourth holding arm 8 may be omitted, or both may be omitted. Further, the supporting portions 16 and 17 may be omitted.

【0034】・ 嵌挿支持部1の内径、挟持凹部11
a,11b,14a,14bの形状、保持腕7,8の幅
を鉄筋の直径に応じて変更してもよい。又、第一及び第
二の保持腕4,5の長さを内側型枠S1 と外側型枠S2
との間隔に応じて変更してもよい。
The inner diameter of the fitting support portion 1 and the holding recess 11
The shapes of a, 11b, 14a, 14b and the widths of the holding arms 7, 8 may be changed according to the diameter of the reinforcing bar. In addition, the lengths of the first and second holding arms 4 and 5 are set to the inner mold S 1 and the outer mold S 2.
It may be changed according to the interval between and.

【0035】・ U字溝以外に例えばチャンネル溝等の
各種のコンクリート製品の鉄筋間隔保持具として具体化
してもよい。
Other than the U-shaped groove, it may be embodied as a reinforcing bar spacing holder for various concrete products such as channel grooves.

【0036】[0036]

【発明の効果】以上詳述したように本発明の鉄筋間隔保
持具によれば、従来の鉄筋間隔保持具の成形型に少しの
改良を加えるだけで済むという優れた効果を奏する。
As described above in detail, according to the reinforcing bar spacing holder of the present invention, there is an excellent effect that the molding die of the conventional reinforcing bar spacing holder needs only a slight improvement.

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

【図1】 本発明の実施形態の鉄筋間隔保持具を示す斜
視図。
FIG. 1 is a perspective view showing a reinforcing bar spacing holder according to an embodiment of the present invention.

【図2】 同じく鉄筋間隔保持具を示す平面図。FIG. 2 is a plan view showing a reinforcing bar spacing holder.

【図3】 同じく鉄筋間隔保持具を示す底面図。FIG. 3 is a bottom view showing the reinforcing bar spacing holder.

【図4】 同じく鉄筋間隔保持具が装着された補強部材
を型枠内に配置した状態を示す断面図。
FIG. 4 is a cross-sectional view showing a state in which a reinforcing member also having reinforcing bar interval holders mounted therein is arranged in a mold.

【図5】 同じく補強部材に鉄筋間隔保持具を装着した
状態を示す一部断面図。
FIG. 5 is a partial cross-sectional view showing a state in which reinforcing bar interval holders are also attached to the reinforcing member.

【図6】 従来の鉄筋間隔保持具を使用したU字溝の断
面図。
FIG. 6 is a cross-sectional view of a U-shaped groove using a conventional reinforcing bar spacing holder.

【図7】 従来の別の鉄筋間隔保持具を使用したU字溝
の部分断面図。
FIG. 7 is a partial cross-sectional view of a U-shaped groove using another conventional reinforcing bar spacing member.

【符号の説明】[Explanation of symbols]

1…嵌挿支持部、2…間隔保持部、3…鉄筋挟持部、
7,8…保持腕,9a,9b、10a,10b…挟持
片、9c,10c…台座部、T…鉄筋間隔保持具、F…
補強部材、F1…内側鉄筋、F2…外側鉄筋。
DESCRIPTION OF SYMBOLS 1 ... Fitting support part, 2 ... Space | interval holding part, 3 ... Reinforcing bar clamping part,
7, 8 ... Holding arm, 9a, 9b, 10a, 10b ... Clamping piece, 9c, 10c ... Pedestal part, T ... Reinforcing bar spacing holder, F ...
Reinforcing member, F 1 ... inner reinforcing bar, F 2 ... outer reinforcing bar.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製品の製造時に内側となる
複数本の鉄筋(F1)と外側となる複数本の鉄筋
(F2 )とを縦横に結合して形成した網状の補強部材
(F)に装着される鉄筋間隔保持具(T)であって、 前記鉄筋間隔保持具(T)は前記外側鉄筋(F2 )を嵌
挿支持する嵌挿支持部(1)と、該嵌挿支持部(1)と
交差する方向に形成され、補強部材(F)をコンクリー
ト製品の成形用型枠から離間した状態に保持する間隔保
持部(2)と、該間隔保持部(2)の一側に設けられ、
かつ前記内側鉄筋(F1)を弾性的に挟持する挟持片
(9a,9b)からなる鉄筋挟持部(3)とを備え、該
鉄筋挟持部(3)は、前記間隔保持部(2)から前記外
側鉄筋(F2 )の軸線方向に所定距離だけ離隔した位置
に配設されているコンクリート製品における鉄筋間隔保
持具。
To 1. A concrete product of a plurality of reinforcing bars to be inside at the time of manufacture (F 1) and a plurality of reinforcing bars to be outside (F 2) and the reinforcing member reticulated formed by combining vertically and horizontally (F) A reinforcing bar interval retainer (T) to be mounted, wherein the reinforcing bar interval retainer (T) is an insertion support part (1) in which the outer reinforcing bar (F 2 ) is inserted and supported, and the insertion support part (T). 1) A space holding part (2) which is formed in a direction intersecting with the space holding part for holding the reinforcing member (F) in a state of being separated from the mold for molding a concrete product, and provided on one side of the space holding part (2). The
And clamping piece for clamping the inner reinforcing bar (F 1) resiliently (9a, 9b) rebar clamping unit consisting of (3) and provided with, iron muscle clamping unit (3), the space holding portion (2) A reinforcing bar spacing holder for a concrete product, which is disposed at a position separated by a predetermined distance in the axial direction of the outer reinforcing bar (F 2 ).
【請求項2】 請求項1において、前記間隔保持部
(2)の一側には内側鉄筋(F1)の長手方向の両端部
と対応するコンクリート製品の一対の成形用型枠のいず
れか一方の型枠に当接して位置規制される位置規制部
(7,8)を備え、該位置規制部(7,8)に前記鉄筋
挟持部(3)が設けられているコンクリート製品におけ
る鉄筋間隔保持具。
2. The one of a pair of molding molds for concrete products according to claim 1, wherein one side of the spacing member (2) corresponds to both longitudinal ends of the inner reinforcing bar (F 1 ). Reinforcing bar spacing in a concrete product, which is provided with a position restricting portion (7, 8) that is in contact with the form frame and is restricted in position, and the rebar holding portion (3) is provided in the position restricting portion (7, 8). Ingredient
【請求項3】 請求項2において、前記位置規制部
(7,8)は前記間隔保持部(2)から離隔する方向に
二箇所に設けられ、両位置規制部(7, 8)に前記鉄筋
挟持部(3)がそれぞれ設けられているコンクリート製
品における鉄筋間隔保持具。
3. The position restricting portion (7, 8) according to claim 2, wherein the position restricting portions (7, 8) are provided at two positions in a direction away from the space holding part (2), and the rebar is provided on both position restricting portions (7, 8). Reinforcing bar spacing holder in a concrete product provided with a sandwiching portion (3).
【請求項4】 請求項1〜3のいずれか一項において、
前記鉄筋挟持部(3)には前記内側鉄筋(F1)を支持
する支持部(16,17)が設けられているコンクリー
ト製品における鉄筋間隔保持具。
4. The method according to any one of claims 1 to 3,
A reinforcing bar spacing holder for a concrete product, wherein the reinforcing bar sandwiching section (3) is provided with a supporting section (16, 17) for supporting the inner reinforcing bar (F 1 ).
【請求項5】 請求項1〜3のいずれか一項において、
前記間隔保持部(2)には成形用型枠を指示する指示部
が設けられているコンクリート製品における鉄筋間隔保
持具。
5. The method according to any one of claims 1 to 3,
Reinforcing bar interval holder for concrete products, wherein the interval holder (2) is provided with an instruction part for instructing a molding frame.
【請求項6】 請求項1〜3のいずれか一項において、
前記鉄筋挟持部(3)は左右一対の挟持片(9a,9
b)と、該挟持片(9a,9b)の基端部に互いに対向
するように、かつ前記間隔保持部(2)から所定高さ位
置に円弧状に形成された左右一対の挟持凹部(11a,
11b)と、該挟持凹部(11a,11b)の先端に連
なる左右一対の装着ガイド面(12a,12b)と、前
記両挟持凹部の下端接続部に形成されたスリット(1
8,19)とにより構成されているコンクリート製品に
おける鉄筋間隔保持具。
6. The method according to any one of claims 1 to 3,
The reinforcing bar holding portion (3) is provided with a pair of left and right holding pieces (9a, 9a).
b) and a pair of left and right holding recesses (11a) formed in an arc shape so as to face the base ends of the holding pieces (9a, 9b) and at a predetermined height position from the space holding portion (2). ,
11b), a pair of left and right mounting guide surfaces (12a, 12b) connected to the tips of the sandwiching recesses (11a, 11b), and slits (1) formed at the lower end connecting portions of both sandwiching recesses.
8, 19) and a reinforcing bar spacing holder in a concrete product.
JP2001215810A 2001-07-16 2001-07-16 Reinforcement interval holding fixture for concrete product Pending JP2003027745A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001215810A JP2003027745A (en) 2001-07-16 2001-07-16 Reinforcement interval holding fixture for concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001215810A JP2003027745A (en) 2001-07-16 2001-07-16 Reinforcement interval holding fixture for concrete product

Publications (2)

Publication Number Publication Date
JP2003027745A true JP2003027745A (en) 2003-01-29
JP2003027745A5 JP2003027745A5 (en) 2008-06-19

Family

ID=19050381

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2003027745A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518819U (en) * 1974-07-08 1976-01-22
JPS5618408Y2 (en) * 1976-07-28 1981-04-30
JPS5628264Y2 (en) * 1978-06-10 1981-07-06
JPH06280345A (en) * 1993-03-29 1994-10-04 Masami Nyuraiin Reinforcing bar space holding fixture in concrete product
JPH08302906A (en) * 1995-05-08 1996-11-19 Toko Sangyo Kk Reinforcement space holder
JPH08333844A (en) * 1995-06-06 1996-12-17 Nichiei Shoji:Kk Spacer

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518819U (en) * 1974-07-08 1976-01-22
JPS5618408Y2 (en) * 1976-07-28 1981-04-30
JPS5628264Y2 (en) * 1978-06-10 1981-07-06
JPH06280345A (en) * 1993-03-29 1994-10-04 Masami Nyuraiin Reinforcing bar space holding fixture in concrete product
JPH08302906A (en) * 1995-05-08 1996-11-19 Toko Sangyo Kk Reinforcement space holder
JPH08333844A (en) * 1995-06-06 1996-12-17 Nichiei Shoji:Kk Spacer

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