JP2001269916A - Anchor embedded in concrete and method of manufacturing concrete products using it - Google Patents

Anchor embedded in concrete and method of manufacturing concrete products using it

Info

Publication number
JP2001269916A
JP2001269916A JP2000082870A JP2000082870A JP2001269916A JP 2001269916 A JP2001269916 A JP 2001269916A JP 2000082870 A JP2000082870 A JP 2000082870A JP 2000082870 A JP2000082870 A JP 2000082870A JP 2001269916 A JP2001269916 A JP 2001269916A
Authority
JP
Japan
Prior art keywords
anchor
concrete
former
mold
fixed
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
JP2000082870A
Other languages
Japanese (ja)
Inventor
Kiyoshi Hazama
清志 間
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.)
FLEX SYST KK
Original Assignee
FLEX SYST 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 FLEX SYST KK filed Critical FLEX SYST KK
Priority to JP2000082870A priority Critical patent/JP2001269916A/en
Publication of JP2001269916A publication Critical patent/JP2001269916A/en
Pending legal-status Critical Current

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Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an anchor embedded in concrete which is easily attachable to a mold and removable from it and a method of manufacturing concrete products using it. SOLUTION: The anchor contains a shaft 2 having a head 2b at the one end and a stopper 2c at the other and a hemispherical former 1 which has female screw grooves inside its rim and is fixed to the anchor shaft. A disc-like fitting 3 having a male screw at its edge and a bolt 33 at its center is screwed to the anchor and then to a mold. Concrete mortar is cast into he mold and, after it hardens, demolded to give concrete products with embedded anchor.

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、コンクリートパ
ネルやブロックなど、工場で製造するコンクリート成形
品の成形時に埋め込まれるアンカーおよびそれを埋め込
んだ成形品の製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor to be embedded at the time of molding a concrete molded product, such as a concrete panel or a block, to be manufactured at a factory, and a method of producing a molded product in which the anchor is embedded.

【0002】[0002]

【従来の技術】 コンクリート成形品の表面に、吊り上
げ具に係合する吊り上げアンカーを埋め込むことは知ら
れている。従来は図4,図5に示すように、フォーマー
P1はゴム製半球状体であり、これに球面頂部を通る直
径上で、かつ、底部に至る途中まで切れ目P11が入れら
れ、割る(開く)ことが可能とされる。そして、このフ
ォーマーが開かれてアンカーP2の頭部に挟み込まれ、
取付具P3のボルト,ナットで型板Fに取り付けられ
る。
BACKGROUND OF THE INVENTION It is known to embed lifting anchors which engage lifting equipment on the surface of concrete moldings. Conventionally, as shown in FIGS. 4 and 5, the former P1 is a rubber hemispherical body, into which a cut P11 is formed on the diameter passing through the top of the spherical surface and halfway to the bottom, and is split (opened). It is made possible. And this former is opened and pinched by the head of anchor P2,
It is attached to the template F with the bolts and nuts of the fixture P3.

【0003】今、これの具体的な作業方法を図6にもと
づき説明する。側面にアンカーP2を埋め込む場合に
は、予めアンカーを埋め込む位置の型枠Fにフォーマー
P1のボルトを通す孔があけられる。フォーマーP1を開
いてアンカーP2の頭部が差し込まれ、型枠Fの孔にボ
ルトが通され、蝶ナットがねじ込まれ、アンカーが型枠
Fに固定される。その後にコンクリートが打設される。
次に脱型する場合には、図7に示すように蝶ナットを外
して型板Fが取り外され、次に図8のようにフォーマー
P1の底面に設けた2個の穴に棒P4を差し込み、これら
2本の棒を交差させれば、フォーマーは開いてアンカー
の頭から外れ、そのままフォーマーを取り外す。
Now, a specific working method will be described with reference to FIG. When embedding the anchor P2 on the side surface, a hole for passing the bolt of the former P1 is formed in the form F at the position where the anchor is to be embedded. The former P1 is opened, the head of the anchor P2 is inserted, the bolt is passed through the hole of the form F, the wing nut is screwed, and the anchor is fixed to the form F. After that, concrete is poured.
Next, when removing the mold, the wing nut is removed to remove the template F as shown in FIG. 7, and then the rod P4 is inserted into two holes provided on the bottom surface of the former P1 as shown in FIG. When these two rods are crossed, the former opens and detaches from the head of the anchor, and the former is removed.

【0004】[0004]

【発明が解決しようとする課題】 しかしながら、この
ような方法では、広い型枠を使う時には、アンカーを持
った作業者とボルトを持った作業者が型枠の外側と内側
に各々必要であり、2名の人員を確保しなければならな
いうえ、型枠を挟んで各々位置合わせをしなければなら
ず、非能率的な作業となる。更に、脱型時にもう一度ボ
ルトを抜くため、例えば箱状成形品を成形する場合に
は、型枠の内側に入り込まなければならないので、狭い
場合は作業性がよくないとともに危険が伴う。しかも、
内側が非常に狭く、作業員が内型枠の内側に入ることが
不可能または非常に困難な場合も起こり得るという問題
があった。
However, in such a method, when using a wide formwork, a worker having an anchor and a worker having a bolt are required on the outside and inside of the formwork, respectively. In addition, it is necessary to secure two people, and it is necessary to perform positioning between the formwork, which is an inefficient operation. Furthermore, since the bolts are removed once again when the mold is removed, for example, when forming a box-shaped molded product, it is necessary to enter the inside of the formwork. Moreover,
There is a problem that the inside is very narrow and it is impossible or very difficult for a worker to enter the inside of the inner mold.

【0005】本発明は上記課題を解決し、型枠への取付
・取り外しが容易なコンクリート埋込アンカーおよびそ
れを用いたコンクリート成形品の製造方法を提供するこ
とを目的とする。
An object of the present invention is to solve the above problems and to provide a concrete embedded anchor which can be easily attached to and detached from a mold, and a method of manufacturing a concrete molded product using the anchor.

【0006】[0006]

【課題を解決するための手段】 上記課題を解決するた
め、本発明の構成は次のとおりとする。即ち、第1構成
のコンクリート埋込アンカーは、軸部の一端に頭部,他
端に抜け止め部を持つアンカー本体と、前記アンカー軸
部の中間部に固定され、端面付近の内側に雌ネジを持つ
半球殻状フォーマーとを含むことである。
Means for Solving the Problems To solve the above problems, the configuration of the present invention is as follows. That is, the concrete embedded anchor of the first configuration is an anchor body having a head at one end of a shaft portion and a retaining portion at the other end, fixed to an intermediate portion of the anchor shaft portion, and having an internal thread near an end face. With a hemispherical shell former.

【0007】第2構成のコンクリート埋込アンカーは、
第1構成に加え、前記フォーマーの雌ネジには、雄ネジ
を持つキャップが着脱可能に螺合されたことである。
The concrete embedded anchor of the second configuration is
In addition to the first configuration, a cap having a male screw is detachably screwed to the female screw of the former.

【0008】第3構成のコンクリート成形品の製造方法
は、軸部の一端に頭部,他端に抜け止め部を持つアンカ
ー本体と、前記アンカー軸部の中間部に固定され、端面
付近の内側に雌ネジを持つ半球殻状フォーマーとを含む
アンカーを使用し、円盤部材の外周に雄ネジを持ち、該
部材の円中心にネジ棒が突設されてなる取付具の、前記
円盤部材をネジ棒が外に向いた状態で、前記フォーマー
にねじ込み固定し、通孔を設けた型枠の外側面に保持具
を予め固定しておき、前記アンカーに固定された取付具
の前記ネジ棒を前記保持具に差し込み螺合させて、前記
アンカーを型枠に結合させ、コンクリートを打設し、コ
ンクリートが固まった後に前記型枠を脱型することであ
る。
[0008] A method of manufacturing a concrete molded product having a third configuration is characterized in that an anchor body having a head at one end of a shaft portion and a retaining portion at the other end is fixed to an intermediate portion of the anchor shaft portion, and an inner side near an end surface is provided. An anchor including a hemispherical shell-shaped former having an internal thread is used, an external thread is provided on the outer periphery of the disk member, and a screw rod is protruded from the center of the circular member. With the rod facing outward, screw it into the former and fix it, pre-fix a holder on the outer surface of the mold provided with a through hole, and attach the screw rod of the fixture fixed to the anchor. Inserting and screwing into a holder, connecting the anchor to the formwork, casting concrete, and removing the formwork after the concrete has hardened.

【0009】[0009]

【発明の実施の形態】 以下に、本発明の実施態様を図
面に示す一実施例にもとづき説明する。図1において、
本発明の埋込アンカーAは、フォーマー1,アンカー本
体2および位置決め部材5からなる。アンカー本体2
は、軸部2aの一端に頭部2b,他端に抜け止め部2c
を持つ。そして、フォーマー1に取付具3がねじ込ま
れ、そのネジ棒33が型枠Fに設けられた保持具(ナッ
ト)4にねじ込まれて、アンカーAは型枠Fに取り付け
られる。
Embodiments of the present invention will be described below with reference to an embodiment shown in the drawings. In FIG.
The embedded anchor A of the present invention includes a former 1, an anchor body 2, and a positioning member 5. Anchor body 2
Is a head 2b at one end of the shaft portion 2a and a retaining portion 2c at the other end.
have. Then, the fixture 3 is screwed into the former 1, and the threaded rod 33 is screwed into the holder (nut) 4 provided on the mold F, so that the anchor A is attached to the mold F.

【0010】前記アンカー軸部2aの中間部に位置決め
部材5が固定される。位置決め部材5は短円筒体の合成
樹脂からなり、アンカー軸部2aと共に一体的に樹脂成
形される。そして、樹脂成形された半球殻状のフォーマ
ー1が前記位置決め部材5に位置決め固定される。フォ
ーマー1は、その球面頂部を通り、かつ、球心を通る半
径上にそれと同心の円形嵌合孔1aを持つ。そして、こ
の嵌合孔1aは頭部2bの直径より僅かに大とされてい
る。これにより、フォーマー1はアンカー頭部2bを貫
通して、位置決め部材5に圧入嵌合により固定される。
また、フォーマー1の端面付近の内側に、雌ネジ1bを
数(図示2)ピッチにわたり持つ。
A positioning member 5 is fixed to an intermediate portion of the anchor shaft 2a. The positioning member 5 is made of a short-cylindrical synthetic resin, and is integrally resin-molded together with the anchor shaft 2a. Then, the resin-molded hemispherical shell-shaped former 1 is positioned and fixed to the positioning member 5. The former 1 has a circular fitting hole 1a passing through the top of the spherical surface and concentric with the radius passing through the spherical center. The fitting hole 1a is slightly larger than the diameter of the head 2b. Thereby, the former 1 penetrates the anchor head 2b and is fixed to the positioning member 5 by press-fitting.
Further, inside the vicinity of the end face of the former 1, female threads 1b are provided over several (shown in FIG. 2) pitches.

【0011】取付具3は、金属製円盤部材31の外周に
雄ネジ32を持ち、該部材の円中心に金属製ネジ棒33
が溶接で突設されてなる。雄ネジ33は数(図示2)ピ
ッチにわたり設けられている。
The attachment 3 has a male screw 32 on the outer circumference of a metal disk member 31 and a metal screw rod 33 at the center of the circle.
Is projected by welding. The male screw 33 is provided over several (two) pitches.

【0012】次に、前記アンカーAを用いたコンクリー
ト成形品の製造方法を図1および図2に基づいて説明す
る。まず、図1に示すように、取付具3のネジ棒33の
山径よりも大径の通孔F0を設けた型枠Fの外側面に保
持具(ナット)4を溶接で固定しておく。次に、取付具
3の円盤部材31をネジ棒33が外に向いた状態で、前
記フォーマーの雌ネジ1bにねじ込み固定する。次い
で、アンカー軸部2aを手で握り、アンカーAに固定さ
れた取付具3のネジ棒33を、型枠Fの通孔F0を通し
て保持具4に差し込み螺合させて、アンカーAを型枠F
に結合させる。
Next, a method of manufacturing a concrete molded product using the anchor A will be described with reference to FIGS. First, as shown in FIG. 1, a holder (nut) 4 is fixed by welding to the outer surface of a mold F provided with a through hole F0 having a diameter larger than the diameter of the screw rod 33 of the fixture 3. . Next, the disk member 31 of the attachment 3 is screwed and fixed to the female screw 1b of the former with the screw bar 33 facing outward. Next, the anchor shaft 2a is grasped by hand, and the screw rod 33 of the fixture 3 fixed to the anchor A is inserted into the holder 4 through the through hole F0 of the mold F and screwed together, so that the anchor A is fixed to the mold F.
To be combined.

【0013】このように、フォーマー1の端面を型枠F
の内側面に密着させて、アンカーAが型枠Fに取り付け
られる。次に、図2に示すように下型枠F1の上面に側
型枠F2,F3を立設し、コンクリートを打設する。コン
クリートが固まったら、まず、型枠F2を倒して脱型
し、次いで、型枠F3の下部を固定した状態で、アンカ
ー頭部2bに吊上具を引っかけて、コンクリート成形品
を斜上方に(矢印B)吊り上げる。
As described above, the end face of the former 1 is
The anchor A is attached to the formwork F by closely contacting the inner surface of the mold. Next, as shown in FIG. 2, side molds F2 and F3 are erected on the upper surface of the lower mold F1, and concrete is cast. When the concrete is hardened, first, the mold F2 is tilted and removed from the mold, and then, with the lower part of the mold F3 fixed, a lifting tool is hooked on the anchor head 2b, and the concrete molded product is inclined obliquely upward ( Arrow B) Lift.

【0014】このとき、コンクリート成形品側のフォー
マー1の端部と、型枠F側に固定された円盤部材31と
の間に分離力がかかり、フォーマー雌ネジ1bが変形ま
たは部分的に破損する。この結果、取付具3は型枠Fに
残り、コンクリート成形品中にアンカー本体2,フォー
マー1および位置決め部材5が残る。
At this time, a separating force is applied between the end of the former 1 on the concrete molded product side and the disk member 31 fixed to the formwork F side, and the former female screw 1b is deformed or partially damaged. . As a result, the fixture 3 remains in the formwork F, and the anchor body 2, the former 1, and the positioning member 5 remain in the concrete molded product.

【0015】他の実施例として、型枠Fの外側面に保持
具(ナット)4を溶接で予め固定し、取付具3のネジ棒
33を、型枠Fの通孔F0を通し、保持具4に差し込み
螺合させて、取付具3を型枠Fにあらかじめ固定させて
おく。そして、これにアンカーAのフォーマーの雌ネジ
1bをねじ込み、型枠Fに結合させる。また、取付具3
の円盤部材31を強力な磁力をもつ永久磁石で構成すれ
ば、ネジ棒33、型枠Fの通孔F0および保持具4を省
略でき、アンカーAを型枠Fに結合させる位置が任意に
決められる。
As another embodiment, a holder (nut) 4 is fixed in advance to the outer surface of the mold F by welding, and the screw rod 33 of the fixture 3 is passed through the through hole F0 of the mold F. 4 and screwed together to fix the fixture 3 to the formwork F in advance. Then, the female screw 1b of the former of the anchor A is screwed into this, and the former is connected to the formwork F. In addition, mounting fixture 3
If the disk member 31 is made of a permanent magnet having a strong magnetic force, the screw rod 33, the through hole F0 of the mold F and the holder 4 can be omitted, and the position at which the anchor A is coupled to the mold F is arbitrarily determined. Can be

【0016】前記フォーマー1の雌ネジ1bに図3示の
ようなキャップC(雌ネジ1b内に嵌まる雄ネジを持つ
円板C1に同心に外円板C2が一体形成されてなり、この
外円板C2はフォーマー1の端面を覆う大きさを持
つ。)が着脱可能に取り付けられる。これにより、雨水
や雪がたまり凍結することが防がれる。キャップCをフ
ォーマー1に装着するときは、その端面に被せて押し付
けると、フォーマー端面が弾性変形により拡がり、キャ
ップCの雄ネジがフォーマー1の雌ネジ1b内に嵌まり
込む。キャップCを外すときは、外円板C2とフォーマ
ー1との隙間にドライバー(ねじ回し)などの取り外し
工具を差し込みこじ開ける。
An outer disk C2 is integrally formed on a female screw 1b of the former 1 with a cap C (a disk C1 having a male screw fitted in the female screw 1b) as shown in FIG. The disk C2 has a size to cover the end surface of the former 1.) is detachably attached. This prevents rainwater and snow from accumulating and freezing. When the cap C is mounted on the former 1, when the cap C is put on the end face and pressed, the end face of the former is expanded by elastic deformation, and the male screw of the cap C fits into the female screw 1b of the former 1. When removing the cap C, insert a removal tool such as a screwdriver into the gap between the outer disk C2 and the former 1.

【0017】本発明は前記した実施例や実施態様に限定
されず、特許請求の精神および範囲を逸脱せずに種々の
変形を含む。
The present invention is not limited to the examples and embodiments described above, but includes various modifications without departing from the spirit and scope of the appended claims.

【0018】[0018]

【発明の効果】 本発明のアンカーを用いると、型枠の
内外両方から位置合わせをしなくても、外側からだけの
作業でアンカーの取り付けができるため、取付作業に要
する人員は一人で済む。しかも、脱型の際も、ネジ等を
外すことなく、型枠を外したり、コンクリート成形品を
吊り上げるだけで、簡単に型枠とアンカーとを分離させ
ることができ、作業の大幅な効率向上と安全性が確保で
きる。
When the anchor of the present invention is used, the anchor can be attached only from the outside without performing positioning from both inside and outside of the formwork, so that only one person is required for the attaching operation. Moreover, even when removing the mold, the mold and anchor can be easily separated simply by removing the mold or lifting the concrete molded product without removing the screws etc., greatly improving the work efficiency. Safety can be ensured.

【0019】フォーマーが半球殻状であるから次のよう
な勝れた効果がある。即ち、コンクリート成形品がアン
カー軸部を曲げるような方向に吊り上げられたとき、そ
の荷重の一部をこのフォーマーが負担することになり、
アンカーの折損防止につながる。また、成形品の側面に
アンカーを埋め込む場合、直立した型枠にアンカーをセ
ットするとき、アンカー本体が水平に長く突き出る。こ
れをフォーマーが型枠に密着しつつ支えることとなるか
ら、コンクリート打設時にアンカー本体が傾いたりする
ことが防止され、アンカーの位置決めが確実である。し
かも、フォーマーにはキャップが着脱可能であるから、
キャップの装着により、フォーマーの凹所にたまる雨
水,雪などの凍結を未然に防ぐこともできる。
Since the former has a hemispherical shell shape, the following advantages are obtained. That is, when a concrete molded product is lifted in a direction that bends the anchor shaft, a part of the load is borne by the former,
This leads to prevention of breakage of the anchor. Further, when the anchor is embedded in the side surface of the molded product, when the anchor is set on the upright formwork, the anchor body protrudes horizontally and long. Since the former is supported by the former while being in close contact with the formwork, the anchor main body is prevented from tilting during concrete casting, and the anchor is reliably positioned. Moreover, since the cap is removable on the former,
By installing the cap, it is possible to prevent freezing of rainwater, snow and the like that accumulate in the recess of the former.

【0020】フォーマーの端面付近の内側に、端面にほ
ぼ平行となる雌ネジが形成されているから、フォーマー
端面における弾性変形が容易となる。また、この雌ネジ
にキャップが着脱可能に取り付けることができる。
Since a female screw which is substantially parallel to the end face is formed inside the vicinity of the end face of the former, elastic deformation at the end face of the former becomes easy. Further, a cap can be detachably attached to the female screw.

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

【図1】 本発明の一実施例を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing one embodiment of the present invention.

【図2】 型枠の設置および脱型の順序を示す断面説明
図である。
FIG. 2 is an explanatory sectional view showing the order of installation and removal of a mold.

【図3】 本発明の他の実施例を示す分解縦断面図であ
る。
FIG. 3 is an exploded longitudinal sectional view showing another embodiment of the present invention.

【図4】 従来技術のアンカーの縦断面図である。FIG. 4 is a longitudinal sectional view of a prior art anchor.

【図5】 図4の左側面図である。FIG. 5 is a left side view of FIG.

【図6】 従来技術の作業説明図である。FIG. 6 is an explanatory diagram of a work in the related art.

【図7】 従来技術の作業説明図である。FIG. 7 is a work explanatory diagram of a conventional technique.

【図8】 従来技術の作業説明図である。FIG. 8 is a work explanatory diagram of a conventional technique.

【符号の説明】[Explanation of symbols]

A アンカー C キャップ C1 円板 C2 外円板 F 型枠 1 フォーマー 1a 孔 1b 雌ネジ 2 アンカー本体 2a 軸部 2b 頭部 2c 抜止部 3 取付具 31 円盤部 32 雄ネジ 33 ネジ棒 4 保持具 5 位置決め部材 Reference Signs List A anchor C cap C1 disk C2 outer disk F Form 1 Frame 1 Former 1a Hole 1b Female screw 2 Anchor body 2a Shaft 2b Head 2c Detachment stopper 3 Mounting tool 31 Disk part 32 Male screw 33 Screw rod 4 Holder 5 Positioning Element

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 軸部の一端に頭部,他端に抜け止め部を
持つアンカー本体と、前記アンカー軸部の中間部に固定
され、端面付近の内側に雌ネジを持つ半球殻状フォーマ
ーとを含むことを特徴とするコンクリート埋込アンカ
ー。
1. An anchor body having a head at one end of a shaft portion and a retaining portion at the other end, a hemispherical shell-like former fixed to an intermediate portion of the anchor shaft portion and having an internal thread near an end face. A concrete embedded anchor comprising:
【請求項2】 前記フォーマーの雌ネジには、雄ネジを
持つキャップが着脱可能に螺合されたことを特徴とする
請求項1記載のコンクリート埋込アンカー。
2. The concrete embedding anchor according to claim 1, wherein a cap having a male screw is detachably screwed to the female screw of the former.
【請求項3】 軸部の一端に頭部,他端に抜け止め部を
持つアンカー本体と、前記アンカー軸部の中間部に固定
され、端面付近の内側に雌ネジを持つ半球殻状フォーマ
ーとを含むアンカーを使用し、 円盤部材の外周に雄ネジを持ち、該部材の円中心にネジ
棒が突設されてなる取付具の、前記円盤部材をネジ棒が
外に向いた状態で、前記フォーマーにねじ込み固定し、
通孔を設けた型枠の外側面に保持具を予め固定してお
き、前記アンカーに固定された取付具の前記ネジ棒を前
記保持具に差し込み螺合させて、前記アンカーを型枠に
結合させ、コンクリートを打設し、コンクリートが固ま
った後に前記型枠を脱型することを特徴とするコンクリ
ート成形品の製造方法。
3. An anchor body having a head at one end of a shaft portion and a retaining portion at the other end, and a hemispherical shell-like former fixed to an intermediate portion of the anchor shaft portion and having an internal thread near an end face. Using an anchor that includes a male screw on the outer periphery of the disk member, and a screw rod protruding from the center of the circle of the mounting member, with the disk member facing the disk member, Screw it into the former and fix it.
A holder is fixed in advance on the outer surface of the mold provided with the through-hole, and the screw bar of the fixture fixed to the anchor is inserted into the holder and screwed, so that the anchor is coupled to the mold. A method of manufacturing a concrete molded product, comprising: casting concrete, removing the mold after the concrete has hardened.
JP2000082870A 2000-03-23 2000-03-23 Anchor embedded in concrete and method of manufacturing concrete products using it Pending JP2001269916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000082870A JP2001269916A (en) 2000-03-23 2000-03-23 Anchor embedded in concrete and method of manufacturing concrete products using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000082870A JP2001269916A (en) 2000-03-23 2000-03-23 Anchor embedded in concrete and method of manufacturing concrete products using it

Publications (1)

Publication Number Publication Date
JP2001269916A true JP2001269916A (en) 2001-10-02

Family

ID=18599614

Family Applications (1)

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

Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190038986A (en) * 2018-06-18 2019-04-10 주식회사 신원알피씨 magnetic type jig for anchor bolt installation for facility construction of concrete structure and method of construction concrete structure using the jig
US11970871B2 (en) 2018-11-09 2024-04-30 Anchor Ring Solutions, Llc Construction anchor apparatus and system and methodology of use

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0681482A (en) * 1992-09-02 1994-03-22 Hakko Sangyo Kk Insert nut fixing device, and structure of insert nut fixing part of concrete form
JPH0667688U (en) * 1993-03-05 1994-09-22 株式会社小野田 Hanging rebar mounting former
JPH0847916A (en) * 1994-08-04 1996-02-20 Takeda Kogyo Kk Anchor-holding fixture in forming of concrete product
JPH10211613A (en) * 1997-01-30 1998-08-11 Geostr Corp Temporarily fixing jig of hanging anchor
JPH11198117A (en) * 1998-01-07 1999-07-27 Somic Ishikawa:Kk Anchor supporting tool for form
JPH11348023A (en) * 1998-06-08 1999-12-21 Somic Ishikawa:Kk Connecting implement for formwork and formwork device
JP2001347515A (en) * 1999-12-28 2001-12-18 Flex Syst:Kk Anchor embedded in concrete, anchor attaching utensil, and manufacturing method for concrete molded article using the same

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0681482A (en) * 1992-09-02 1994-03-22 Hakko Sangyo Kk Insert nut fixing device, and structure of insert nut fixing part of concrete form
JPH0667688U (en) * 1993-03-05 1994-09-22 株式会社小野田 Hanging rebar mounting former
JPH0847916A (en) * 1994-08-04 1996-02-20 Takeda Kogyo Kk Anchor-holding fixture in forming of concrete product
JPH10211613A (en) * 1997-01-30 1998-08-11 Geostr Corp Temporarily fixing jig of hanging anchor
JPH11198117A (en) * 1998-01-07 1999-07-27 Somic Ishikawa:Kk Anchor supporting tool for form
JPH11348023A (en) * 1998-06-08 1999-12-21 Somic Ishikawa:Kk Connecting implement for formwork and formwork device
JP2001347515A (en) * 1999-12-28 2001-12-18 Flex Syst:Kk Anchor embedded in concrete, anchor attaching utensil, and manufacturing method for concrete molded article using the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190038986A (en) * 2018-06-18 2019-04-10 주식회사 신원알피씨 magnetic type jig for anchor bolt installation for facility construction of concrete structure and method of construction concrete structure using the jig
KR102108417B1 (en) * 2018-06-18 2020-05-11 주식회사 신원알피씨 magnetic type jig for anchor bolt installation for facility construction of concrete structure and method of construction concrete structure using the jig
US11970871B2 (en) 2018-11-09 2024-04-30 Anchor Ring Solutions, Llc Construction anchor apparatus and system and methodology of use

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