JP3063525U - Reinforcing support for formwork - Google Patents

Reinforcing support for formwork

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Publication number
JP3063525U
JP3063525U JP1999003974U JP397499U JP3063525U JP 3063525 U JP3063525 U JP 3063525U JP 1999003974 U JP1999003974 U JP 1999003974U JP 397499 U JP397499 U JP 397499U JP 3063525 U JP3063525 U JP 3063525U
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JP
Japan
Prior art keywords
reinforcing bar
cone
formwork
reinforcing
support
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.)
Expired - Lifetime
Application number
JP1999003974U
Other languages
Japanese (ja)
Inventor
憲一 田村
公雄 石井
Original Assignee
三信技研株式会社
石田工業株式会社
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Filing date
Publication date
Application filed by 三信技研株式会社, 石田工業株式会社 filed Critical 三信技研株式会社
Priority to JP1999003974U priority Critical patent/JP3063525U/en
Application granted granted Critical
Publication of JP3063525U publication Critical patent/JP3063525U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【課 題】 型枠内用鉄筋支持具において、鉄筋抱持具
と型枠との間隔を所定の長さに維持する脚部を、錆を発
生せず、しかもコンクリートとの付着一体化性のよい材
質のものとすると共に、該脚部がコンクリート構造物表
面に露出する面積を小さくする。 【解決手段】 鉄筋抱持具2と型枠17との間隔を所定
の長さに維持する脚部としてモルタルコーン1を用い、
さらにそのモルタルコーン1の底面3には少なくとも3
個の小突起状のダボ6を一体的に設ける。
(57) [Summary] [Problem] In a reinforcing bar support for a formwork, a leg for maintaining a predetermined distance between the reinforcing member holding device and the formwork is made of a concrete-free leg. And a material having good adhesion and integration, and an area where the legs are exposed on the surface of the concrete structure is reduced. SOLUTION: A mortar cone 1 is used as a leg for maintaining a space between a reinforcing bar holding tool 2 and a mold 17 at a predetermined length,
In addition, at least 3
The small projection-shaped dowels 6 are integrally provided.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、コンクリート打設に先立つ鉄筋配設時に、型枠上で鉄筋を支持する 型枠内用鉄筋支持具に関する。 TECHNICAL FIELD The present invention relates to a reinforcing bar support for a formwork that supports a reinforcing bar on a formwork at the time of arranging the reinforcing bar prior to placing concrete.

【0002】[0002]

【考案が解決しようとする課題】[Problems to be solved by the invention]

従来、この種鉄筋支持具は、鉄筋抱持具のみならず、この鉄筋抱持具と型枠と の間隔(この間隔がコンクリート構造物における鉄筋のかぶり厚さとなる。)を 所定の長さ(高さ)に維持する脚部も金属板または金属杆等の金属材で構成され ていたので、コンクリートが硬化して型枠を取り外したコンクリート構造物表面 に前記金属材の脚部先端(下端)が露出して錆が発生し、体裁が悪い上にコンク リート構造物の強度にも悪影響を与えていた。 Conventionally, this type of reinforcing bar support not only has a reinforcing bar holding device but also a distance between the reinforcing bar holding device and the formwork (this interval is the cover thickness of the reinforcing bar in the concrete structure). The height of the legs is also made of metal such as a metal plate or a metal rod, so that the concrete hardens and the formwork is removed from the surface of the concrete structure. The rust was exposed and rust was generated, and the appearance was bad and the strength of the concrete structure was adversely affected.

【0003】 そこで、上記脚部下端を数個の突状にしてコンクリート構造物表面に露出する 金属材部分を小さくして、錆の発生を最小限に抑える考案や、脚部先端(下端) を合成樹脂の補強体で覆ってしまう実公平1−38189号考案などが提案され たが、前者ではコンクリート構造物表面に露出する部分がやはり金属材であって 、露出する部分が小さいとは言え錆の発生は免れず、また後者では、錆は発生し ないがコンクリートと異なる材質である合成樹脂が脚部先端の全体に亙って露出 し、その部分はコンクリート構造物表面の連続一体化を妨げていて年月の経過と 共に合成樹脂の補強体とコンクリート表面部分との間に隙間が生じる恐れがあっ た。[0003] In view of the above, a method of minimizing the generation of rust by minimizing the portion of the metal material exposed on the surface of the concrete structure by making the lower end of the leg several protrusions, and The invention of Japanese Utility Model Publication No. 1-38189, which is covered with a synthetic resin reinforcement, has been proposed. In the former case, the portion exposed on the surface of the concrete structure is also a metal material. In the latter case, rust does not occur, but in the latter case, synthetic resin, a material different from concrete, is exposed over the entire tip of the leg, which prevents continuous integration of the concrete structure surface. With the passage of time, there was a possibility that a gap might be formed between the synthetic resin reinforcement and the concrete surface.

【0004】 本考案は、鉄筋抱持具と型枠との間隔を所定の長さ(高さ)に維持する脚部を 、錆を発生せず、しかもコンクリートとの付着一体化性のよい材質のものとする と共に、該脚部がコンクリート構造物表面に露出する面積を小さくすることを目 的としている。According to the present invention, a leg for maintaining a predetermined distance (height) between a reinforcing-bar holder and a formwork is made of a material that does not generate rust and has good adhesion and integration with concrete. The purpose of the present invention is to reduce the area of the leg exposed on the surface of the concrete structure.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するために、本考案の型枠内用鉄筋支持具においては、鉄筋抱 持具を型枠から所定の距離(高さ)に維持する脚部としてモルタルコーンを用い 、さらにそのモルタルコーンの底面(下端)には、少なくとも3個の小突起状の ダボを一体的に設けたものである。 In order to achieve the above object, in the reinforcing bar support for a mold according to the present invention, a mortar cone is used as a leg for maintaining the reinforcing bar holding device at a predetermined distance (height) from the mold. At least three small protruding dowels are integrally provided on the bottom (bottom) of the cone.

【0006】[0006]

【作用】[Action]

上記のように構成された型枠内用鉄筋支持具の鉄筋抱持具に鉄筋を抱持させ、 コーンをその底面が型枠に当接するように型枠に係止させる(又は型枠上に載置 する)と、鉄筋は型枠から所定の距離(高さ)だけ離隔した位置に配設され、そ の型枠上に打設されたコンクリートが硬化したのち型枠を取り外して出来上がっ たコンクリート構造物において、鉄筋は前記所定の離隔距離に相当するかぶりを 持って配筋された状態となる。そして、このコンクリート構造物表面に露出する 部分は、鉄筋支持具におけるモルタル材質のコーンであり、しかもコーンと一体 的に設けた前記ダボのみの小部分が直接露出するだけである。 The rebar holding device of the rebar support device for the inside of the form constructed as described above holds the rebar, and the cone is locked to the form so that the bottom surface thereof is in contact with the form (or on the form). Is placed) at a predetermined distance (height) from the formwork, and the concrete cast on the formwork hardens and then the concrete form is removed. In the structure, the reinforcing bars are arranged with a cover corresponding to the predetermined separation distance. The portion exposed to the surface of the concrete structure is a mortar material cone in the reinforcing bar support, and only a small portion of the dowel provided integrally with the cone is directly exposed.

【0007】[0007]

【考案の実施の形態】[Embodiment of the invention]

考案の実施の形態を実施例にもとづき図面を参照して説明する。 図1において、コーン1は本考案の型枠内用鉄筋支持具の脚部を構成する部分 であり、その上面に鉄筋抱持具2を固定する。固定手段は、コーン1の成形時に 鉄筋抱持具2のアンカー部12をコーン1の材料であるモルタル(このモルタル は、強度の大きいものが望ましい。)の中に埋設した状態でモルタルを硬化させ る。その際、鉄筋抱持具2の鉄筋支持底面11がコーン上面に密接するようにす る。アンカー部12には、図4に示すように、コ字型切り欠きの抜け防止13を 形成しておく。コーン1の側面は、コーンがコンクリート構造物から脱落しない ように下狭まりのテーパー状とする。コーン1の底面3には、小突起状のダボ6 をコーン本体部と同じモルタルで一体的に設ける。このダボ6はコーン底面3中 心円周上に等間隔に3個以上設けると鉄筋支持具が型枠上で安定してこのダボの みによって直立できる。図3に、ダボ6を3個設けた例を示す。ダボ6の数が多 くなるにつれて安定度は増すが、コンクリート表面に露出するダボの個数が増え る。 Embodiments of the invention will be described based on examples with reference to the drawings. In FIG. 1, a cone 1 is a part constituting a leg portion of a reinforcing bar support for a mold according to the present invention, and a reinforcing bar holding device 2 is fixed to an upper surface thereof. The fixing means hardens the mortar in a state in which the anchor portion 12 of the reinforcing bar holder 2 is embedded in a mortar which is a material of the cone 1 (preferably, the mortar has a high strength) when the cone 1 is formed. You. At this time, the reinforcing-bar supporting bottom surface 11 of the reinforcing-bar holder 2 is made to be in close contact with the upper surface of the cone. As shown in FIG. 4, the anchor portion 12 is formed with a U-shaped notch prevention member 13. The side of cone 1 is tapered so that it does not fall off the concrete structure. A small projection-shaped dowel 6 is integrally provided on the bottom surface 3 of the cone 1 with the same mortar as the cone body. If three or more dowels 6 are provided at equal intervals on the center circumference of the cone bottom surface 3, the reinforcing bar support can stably stand on the formwork only by the dowels. FIG. 3 shows an example in which three dowels 6 are provided. As the number of dowels 6 increases, the stability increases, but the number of dowels exposed on the concrete surface increases.

【0008】 鉄筋抱持具2は、金属板、合成樹脂板等弾性のある板材で構成する。図4およ び図5に、一枚の薄鉄板から金属加工により形成された鉄筋抱持具2を示す。輪 郭に沿って薄鉄板からプレスカットし、開口部14を打ち抜いた鉄筋抱持具基板 (図6)に所要の折り曲げ加工を施して図4および図5に示す鉄筋抱持具2が形 成される。鉄筋抱持具2を合成樹脂で形成する場合は、上記金属製の鉄筋抱持具 における折曲げおよび切り起こし加工に代えて、型による一体成形を行なう。合 成樹脂では、強度上、側板15等の板厚が厚くなるので、図4の開口部14の位 置において両側板15を上端まで切り除き、側板を左右に分断すれば、側板15 の板厚が厚くても柔軟な弾性が得られる。材質以外の構造については、金属製の 鉄筋抱持具と合成樹脂製の鉄筋抱持具は基本的に共通であるから、図4および図 5を参照して合成樹脂の鉄筋抱持具も説明する。The reinforcing member 2 is made of an elastic plate material such as a metal plate or a synthetic resin plate. FIGS. 4 and 5 show the reinforcing-bar holder 2 formed by metal working from one thin iron plate. Press-cutting from a thin iron plate along the contour, and performing a required bending process on the reinforcing-bar holding member substrate (FIG. 6) in which the opening 14 is punched, the reinforcing-bar holding member 2 shown in FIGS. 4 and 5 is formed. Is done. When the reinforcing member 2 is formed of a synthetic resin, the metal reinforcing member is formed integrally with a metal mold instead of the bending and cutting process of the metal reinforcing member. In the case of the synthetic resin, the thickness of the side plate 15 and the like is increased in terms of strength. Therefore, the side plate 15 is cut off to the upper end at the position of the opening 14 in FIG. Flexible elasticity can be obtained even if the thickness is large. Regarding the structure other than the material, since the metal reinforcing member and the synthetic resin reinforcing member are basically common, the synthetic resin reinforcing member is also described with reference to FIGS. 4 and 5. I do.

【0009】 抱持部7は幅方向(図5の左右方向)における内側へ向かって凹む折曲状であ り、抱持部7の上部は外拡がり状のスライドガイド10とし、抱持部7の下部に は外側に向かって凸のV字状突起9を形成して鉄筋抱持具2の鉄筋抱持力に弾性 を持たせる。抱持部7の長手方向両端には、同長手方向外向きで、かつ鉄筋抱持 具2の幅方向内向きにやや傾斜して突出する爪8を設ける。The holding portion 7 has a bent shape that is depressed inward in the width direction (the left-right direction in FIG. 5), and the upper portion of the holding portion 7 is formed as an outwardly extending slide guide 10. A V-shaped projection 9 protruding outward is formed at the lower part of the slab to make the rebar holding force of the rebar holder 2 elastic. At both ends in the longitudinal direction of the holding portion 7, claws 8 projecting outward in the longitudinal direction and slightly inclined inward in the width direction of the reinforcing bar holding device 2 are provided.

【0010】 鉄筋16を鉄筋抱持具2に支持させるには、鉄筋16を鉄筋抱持具2の上方か ら単に押し込むだけでよい。鉄筋16はスライドガイド10に当たって側板15 を押し拡げながら鉄筋支持底面11に当たるまで押し込まれ、両側の抱持部7と 上記底面11によってしっかりと抱持される。また、抱持部7の長手方向両端に 設けた爪8によって鉄筋は軸方向のずれを阻止される。In order to support the reinforcing bar 16 on the reinforcing bar holder 2, it is sufficient to simply push the reinforcing bar 16 from above the reinforcing bar holder 2. The reinforcing bar 16 is pushed in until it hits the reinforcing bar supporting bottom surface 11 while pushing and expanding the side plate 15 against the slide guide 10, and is firmly held by the holding portions 7 on both sides and the bottom surface 11. Further, the rebar is prevented from shifting in the axial direction by the claws 8 provided at both ends in the longitudinal direction of the holding portion 7.

【0011】[0011]

【考案の効果】[Effect of the invention]

本考案は上記の構成であるから、鉄筋抱持具を型枠に対して所定の間隔(高さ )に維持するコーンはコンクリートとの付着一体化性が良好であり、さらにコン クリート構造物表面に露出する面積が小さくかつその露出する部分はコーンと一 体で同材質のダボであり、コンクリート構造物表面に在って錆を発生せず、又あ まり目立たないので、コンクリート構造物表面の体裁を悪くする恐れもない。 Since the present invention has the above-described structure, the cone for maintaining the reinforcing member holding device at a predetermined distance (height) with respect to the mold has good adhesion and integration with concrete, and furthermore, the surface of the concrete structure The exposed area is small and the exposed part is a dowel of the same material as the cone, which does not rust on the surface of the concrete structure and is not very noticeable. There is no danger of bad appearance.

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

【図 1】本考案の型枠内用鉄筋支持具を使用状態で示
す正面図である。
FIG. 1 is a front view showing a state in which a reinforcing bar support for a mold according to the present invention is used.

【図 2】本考案の型枠内用鉄筋支持具を使用状態で示
す側面図である。
FIG. 2 is a side view showing the in-mold reinforcing bar support of the present invention in use.

【図 3】本考案の型枠内用鉄筋支持具の底面図であ
る。
FIG. 3 is a bottom view of the in-mold reinforcing bar support of the present invention.

【図 4】型枠内用鉄筋支持具を構成する鉄筋抱持具の
正面図である。
FIG. 4 is a front view of a reinforcing-bar holding tool constituting the reinforcing-bar support for a mold.

【図 5】型枠内用鉄筋支持具を構成する鉄筋抱持具の
側面図である。
FIG. 5 is a side view of a reinforcing-bar holding device constituting the reinforcing-bar support for a mold.

【図 6】鉄筋抱持具基板の正面図である。FIG. 6 is a front view of a reinforcing bar holding board.

【符号の説明】[Explanation of symbols]

1 コーン 2 鉄筋抱持具 3 コーン底面 4 コーン側面 5 コーン上面 6 ダボ 7 抱持部 8 爪 9 V字状突起 10 スライドガイド 11 鉄筋支持底面 12 アンカー部 13 抜け防止 14 開口部 15 側板 16 鉄筋 17 型枠 DESCRIPTION OF SYMBOLS 1 Cone 2 Rebar holding device 3 Cone bottom surface 4 Cone side surface 5 Cone top surface 6 Dowel 7 Holding portion 8 Claw 9 V-shaped projection 10 Slide guide 11 Reinforcing bar support bottom surface 12 Anchor portion 13 Prevention of detachment 14 Opening 15 Side plate 16 Reinforcing bar 17 Formwork

Claims (6)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 モルタルによって成形したコーン(1)
とその上部に固定した鉄筋抱持具(2)よりなる鉄筋支
持具であって、上記コーン(1)は略平坦な上面
(5)、小突起状のダボ(6)を形成した底面(3)お
よびそれら2面(5)(3)の外周相互を結ぶ側面
(4)を有し、上記鉄筋抱持具(2)は断面略凵状の主
体とその下方に垂下するアンカー部(12)とよりな
り、上記主体は鉄筋支持底面(11)と両側板(15)
で構成され、上記側板(15)には上方から順にスライ
ドガイド(10)、抱持部(7)およびV字状突起
(9)が設けられており、この鉄筋抱持具(2)の上記
鉄筋支持底面(11)が前記コーン(1)の前記上面
(5)に密着する状態で上記アンカー部(12)がコー
ン(1)の上部に埋設固定されている型枠内用鉄筋支持
Cone formed by mortar (1)
And a reinforcing bar holder (2) fixed to the upper portion thereof, wherein the cone (1) has a substantially flat upper surface (5) and a bottom surface (3) formed with a small projection-like dowel (6). ) And a side surface (4) connecting the outer peripheries of the two surfaces (5) and (3), and the rebar holding device (2) has a main body having a substantially U-shaped cross section and an anchor portion (12) depending thereunder. The main body is a reinforcing bar supporting bottom (11) and both side plates (15)
The side plate (15) is provided with a slide guide (10), a holding portion (7) and a V-shaped projection (9) in this order from above, and the rebar holding device (2) A reinforcing bar support for a formwork in which the anchor portion (12) is embedded and fixed above the cone (1) in a state where the reinforcing bar supporting bottom surface (11) is in close contact with the upper surface (5) of the cone (1).
【請求項2】 鉄筋抱持具(2)が1枚の薄鉄板から折
り曲げ形成された金属製である請求項1記載の型枠内用
鉄筋支持具
2. The reinforcing bar support for a formwork according to claim 1, wherein the reinforcing bar holding member (2) is made of a metal formed by bending a single thin iron plate.
【請求項3】 鉄筋抱持具(2)が一体成形された合成
樹脂製である請求項1記載の型枠内用鉄筋支持具
3. The reinforcing bar support for use in a mold according to claim 1, wherein the reinforcing bar holder (2) is made of a synthetic resin integrally molded.
【請求項4】 鉄筋抱持具(2)における抱持部(7)
の長手方向両端に、同長手方向外向きで、かつ鉄筋抱持
具(2)の幅方向内向きに、やや傾斜して突出する爪
(8)を設けた請求項1記載の型枠内用鉄筋支持具
4. A holding portion (7) in a reinforcing bar holding device (2).
2. The mold according to claim 1, wherein at both ends in the longitudinal direction, claws (8) projecting slightly obliquely outwardly and inwardly in the width direction of the reinforcing bar holder (2) are provided. Rebar support
【請求項5】 鉄筋抱持具(2)が一枚の薄鉄板から折
り曲げ形成された金属製である請求項4記載の型枠内用
鉄筋支持具
5. The reinforcing bar support according to claim 4, wherein the reinforcing bar holder is made of a metal formed by bending a single thin iron plate.
【請求項6】 鉄筋抱持具(2)が一体成形された合成
樹脂製である請求項4記載の型枠内用鉄筋支持具
6. The reinforcing bar support for use in a formwork according to claim 4, wherein the reinforcing bar holding member (2) is made of synthetic resin integrally molded.
JP1999003974U 1999-04-28 1999-04-28 Reinforcing support for formwork Expired - Lifetime JP3063525U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1999003974U JP3063525U (en) 1999-04-28 1999-04-28 Reinforcing support for formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1999003974U JP3063525U (en) 1999-04-28 1999-04-28 Reinforcing support for formwork

Publications (1)

Publication Number Publication Date
JP3063525U true JP3063525U (en) 1999-11-09

Family

ID=43197231

Family Applications (1)

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

Country Link
JP (1) JP3063525U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003147904A (en) * 2001-11-08 2003-05-21 Ochiai:Kk Cross-bolt fittings
JP2010189938A (en) * 2009-02-18 2010-09-02 Ohbayashi Corp Fixing structure of fixture to reinforced concrete, and fixing method thereof
JP2012237118A (en) * 2011-05-11 2012-12-06 Fujimi Koken Kk Precast concrete molding spacer and precast concrete molding method
JP2013155513A (en) * 2012-01-30 2013-08-15 Takahashi Seisakusho:Kk Reinforcement support spacer block

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003147904A (en) * 2001-11-08 2003-05-21 Ochiai:Kk Cross-bolt fittings
JP2010189938A (en) * 2009-02-18 2010-09-02 Ohbayashi Corp Fixing structure of fixture to reinforced concrete, and fixing method thereof
JP2012237118A (en) * 2011-05-11 2012-12-06 Fujimi Koken Kk Precast concrete molding spacer and precast concrete molding method
JP2013155513A (en) * 2012-01-30 2013-08-15 Takahashi Seisakusho:Kk Reinforcement support spacer block

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