JP3095881U - Steel spacers for fitting steel bars in formwork - Google Patents

Steel spacers for fitting steel bars in formwork

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Publication number
JP3095881U
JP3095881U JP2003000658U JP2003000658U JP3095881U JP 3095881 U JP3095881 U JP 3095881U JP 2003000658 U JP2003000658 U JP 2003000658U JP 2003000658 U JP2003000658 U JP 2003000658U JP 3095881 U JP3095881 U JP 3095881U
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JP
Japan
Prior art keywords
steel
reinforcing
formwork
portions
reinforcing bar
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 - Fee Related
Application number
JP2003000658U
Other languages
Japanese (ja)
Inventor
顯四郎 小松
Original Assignee
双和鉄筋株式会社
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.)
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Priority to JP2003000658U priority Critical patent/JP3095881U/en
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Publication of JP3095881U publication Critical patent/JP3095881U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

(57)【要約】 (修正有) 【課題】既存の嵌め込み型鉄筋用鋼製スペーサーに比べ
て、格段に安価に作れ、又、鉄筋への取付けも簡単・迅
速・確実に行えて、外れ難い、型枠内の嵌め込み型鉄筋
用鋼製スペーサーを提供する。 【解決手段】コンクリートを打設する型枠内に、鉄筋群
を配筋した状態で、鉄筋群を型枠内壁面から所定距離隔
てさせて、コンクリートの被覆厚みを均一に保持する為
に、鉄筋に嵌着させて用いるものであって、1本の金属
線材を折曲加工して作られており、型枠の内壁面に当接
させる為の型枠当接部1と、その両端から対向状に内向
きに傾斜して立ち上がる1組の立上部2,2と、その上
端から互いに隔たる方向に、並列状に、且つ、下降傾斜
状に伸びて、その対向間隙に鉄筋を挟み込ませる為の1
組の挟付部3,3と、その先端部分を対向方向に水平向
きに折曲して設けた、鉄筋の支承部4,4とを備えるこ
とを特徴とする。
(57) [Summary] (Modifications required) [Problem] Compared with existing steel spacers for fitting steel bars, they can be made much cheaper, and can be easily, quickly and reliably attached to reinforcing bars, and are hard to come off. The present invention provides a steel spacer for a fitting type reinforcing steel in a formwork. SOLUTION: In a state in which a group of reinforcing bars is arranged in a form for placing concrete, the group of reinforcing bars is separated from an inner wall surface of the form by a predetermined distance, and a reinforcing bar is provided to uniformly maintain the coating thickness of the concrete. And is formed by bending a single metal wire, and is opposed to a form contact portion 1 for making contact with the inner wall surface of the form, from both ends thereof. And a pair of rising portions 2 and 2 rising inclining inwardly, and extending in a direction parallel to each other and in a downwardly inclined shape in a direction away from the upper end thereof, so that a reinforcing bar is sandwiched in the facing gap. Of 1
It is characterized in that it comprises a pair of clamping portions 3, 3 and rebar supporting portions 4, 4 whose leading end portions are horizontally bent in opposite directions.

Description

【考案の詳細な説明】 【0001】 【考案の属する技術分野】 本考案は、鉄筋コンクリート製構造物を構築する際に、型枠内に配筋した鉄筋 群を、コンクリートの打設用型枠の内壁面から所定距離隔てさせて、コンクリー トの被覆厚みを均一に保持する為に、鉄筋に点綴状に嵌着させて用いる、型枠内 の嵌め込み型鉄筋用鋼製スペーサーに関する。 【0002】 【従来の技術】 図5に、従来例としての、嵌め込み型鉄筋用鋼製スペーサー20を示した。 1本の金属線材を曲げ加工して作られた、このスペーサー20は、左右1組の 立上脚部21の各上端に、鉄筋支承部22を水平向きに延設し、両鉄筋支承部2 2からループ状脚部23を経て更に上向きに延設した両立上部24の各上端間を 、U字形をした水平向きの鉄筋押さえ部25で連結させている。 このスペーサー20を、図6に示した様に、鉄筋Bに取付けるには、鉄筋支承 部22と鉄筋押さえ部25との間に、鉄筋Bを挟み込ませればよい。 【0003】 図7に、別の従来例としての、嵌め込み型鉄筋用鋼製スペーサー30を示した 。 このスペーサー30も、金属線材を素材して作られており、オメガ形に屈曲さ れた左右1組の脚部材31,31の各頂部間に、図8に示した様に、鉄筋Bを挟 持させる為の、棒状の2本の挟付部材32,32を、並列状に架設した形態を備 えている。 【0004】 【考案が解決しようとする課題】 鉄筋用スペーサーは、型枠内にコンクリートを注入する迄の間、鉄筋群を型枠 の内壁面から所定距離を隔てさせて、コンクリートの被覆厚みを均一に保持する という、一時的な役割を果たせば足りるものである。 然るに、従来の上記スペーサー20及び30は、そのいずれもが、その果たす べき役割の割には、製作費が嵩み過ぎるという大きな難点があった。 【0005】 即ち、スペーサー20は、図5に示した複雑な形状に折曲加工する為に、加工 費がかなり嵩む難点がある。 そして、スペーサー30に就いても、計4本の金属線材を夫々曲げ加工したう えで、これ等を溶接して組立てる作業に手間が掛かるので、当然、製作費がかな り嵩まざるを得なかった。 【0006】 そこで、本考案の目的は、必要な機能を確実に備えながら、在来の嵌め込み型 鉄筋用鋼製スペーサーに比べて、格段に安価に製作出来、且つ、取付操作も簡単 ・迅速・確実に行え、且つ、外れ難い、 型枠内の嵌め込み型鉄筋用鋼製スペー サーを提供するにある。 【0007】 【課題を解決するための手段】 上記の目的を達成する為の、本考案による型枠内の嵌め込み型鉄筋用鋼製スペ ーサーは、 コンクリートを打設する型枠内に、鉄筋群を配筋した状態で、鉄筋群を型枠内 壁面から所定距離隔てさせ、コンクリートの被覆厚みを均一に保持する為に、鉄 筋に嵌着させて用いるものであって、 1本の金属線材を折曲加工して作られており、型枠の内壁面に当接させる為の 型枠当接部1と、その両端から対向状に内向きに傾斜して立ち上がる1組の立上 部2,2と、その上端から互いに隔たる方向に、並列状に、且つ、下降傾斜状に 伸びて、その対向間隙に鉄筋を挟み込ませる為の1組の挟付部3,3と、その先 端部分を対向方向に水平向きに折曲して設けた、鉄筋の支承部4,4とを備える ことを特徴とする。 【0008】 【考案の実施の形態】 以下に、本考案の一実施例に就いて、図1〜図4を参照しながら説明する。 図1は、この実施例のスペーサーAの斜視図、図2は、上面視図、図3は、側 面視図である。 図4は、スペーサーAの使用状態を示す部分斜視図で、符号Bを付して示した のは、コンクリート補強用の鉄筋である。 【0009】 スペーサーAは、1本の金属線材を折曲加工して作られる。 その形態は、図1〜図3に示した様に、コンクリート打設用の型枠(図示略) の内壁面に当接させる為の型枠当接部1と、その両端から対向状に内向きに、約 60度前後の傾斜角度で立ち上がる1組の立上部2,2とを備えている。 【0010】 更に、各立上部2の上端から、互いに隔たる方向に並列状に、且つ、幾分下降 傾斜方向に伸びて、図3,図4に示した様に、その各基端部分の間に鉄筋Bを挟 み込ませる為の、1組の挟付部3,3を備えている。 そして、各挟付部3の先端部分は、対向状に、且つ、並列状に水平向きに折曲 して、鉄筋Bを受け支える為の支承部4,4としている。 【0011】 1組の挟付部3,3の間には、図2〜図4に示した様に、鉄筋Bの径寸法より も幾分狭い幅の隙間gを設けている。 【0012】 次に、スペーサーAの使い方に就いて、各図を参照しながら説明する。 スペーサーAは、コンクリート打設用の型枠内に配設した鉄筋群を、型枠内壁 面に直接触れさせずに、所定距離、例えば、2〜10糎だけ隔てさせて、コンク リートの被覆厚みを均一に保持させる役割を果たすものであって、鉄筋B群の外 周り全面に点綴状に、図4に示した様に、嵌着状態で取付けられる。 【0013】 その取付方は、単に、スペーサーAの間隙gの部分を鉄筋Bに当てがって押圧 力を及ぼすだけで、図4に示した状態で、迅速・確実に鉄筋Bに嵌着させること が出来る。 【0014】 間隙gを無理に押し拡げて、1組の挟付部3,3の間に挟み込ませた鉄筋Bは 、スペーサーAの素材の弾力性によって、間隙gの幅が図3に示した様に元に戻 ることによって確実に抜け止めされる。 【0015】 【考案の効果】 以上の説明によって明らかな様に、本考案による型枠内の嵌め込み型鉄筋用鋼 製スペーサーは、1本の金属線材を折曲加工するだけで作れるうえに、その折曲 形態が単純なので、図5〜図8に示した如き従来の嵌め込み型鉄筋用鋼製スペー サーに比べて、格段に安価に作れる。 又、その折曲形状からして、鉄筋への嵌着も、簡単・迅速・確実に行え、嵌着 後に外れてしまう恐が無い。[Detailed description of the invention]       [0001]     [Technical field to which the invention belongs]   The present invention relates to a method of constructing a reinforced concrete structure. The group is separated from the inner wall of the concrete In order to keep the coating thickness of the wire uniform, The present invention relates to a steel spacer for a reinforcing steel to be fitted.       [0002]     [Prior art]   FIG. 5 shows a fitting type steel spacer 20 for reinforcing steel as a conventional example.   This spacer 20, which is made by bending a single metal wire, is a pair of left and right At each upper end of the rising leg 21, a reinforcing bar support 22 extends horizontally, and 2 between the upper ends of the two supporting portions 24 extending further upward through the loop-shaped leg portions 23. Are connected by a U-shaped horizontally-oriented rebar holding portion 25.   In order to attach the spacer 20 to the reinforcing bar B as shown in FIG. The reinforcing bar B may be inserted between the portion 22 and the reinforcing bar pressing portion 25.       [0003]   FIG. 7 shows another conventional example of a steel spacer 30 for fitting steel bars. .   This spacer 30 is also made of a metal wire, and is bent into an omega shape. As shown in FIG. 8, a reinforcing bar B is sandwiched between the tops of the pair of left and right leg members 31, 31. It is provided with a form in which two rod-shaped sandwiching members 32, 32 are laid in parallel for holding. I have.       [0004]     [Problems to be solved by the invention]   Reinforcement spacers are used to form a group of reinforcing bars until concrete is poured into the formwork. Keeping the concrete coating thickness uniform at a certain distance from the inner wall surface of the concrete It is enough to play a temporary role.   However, both of the conventional spacers 20 and 30 perform their functions. There was a major drawback in that the production cost was too high for the role to be fulfilled.       [0005]   That is, the spacer 20 is processed to be bent into the complicated shape shown in FIG. There is a disadvantage that the cost is considerably increased.   Then, even for the spacer 30, a total of four metal wires are bent. Since the work of welding and assembling these parts is troublesome, the production cost is It had to be bulky.       [0006]   Therefore, the purpose of the present invention is to provide the necessary functions while ensuring that Compared to steel spacers for reinforcing steel, it can be manufactured at a much lower cost, and the mounting operation is easier. ・ Steel space for fitting type rebar in formwork that can be performed quickly and reliably and is hard to come off To provide sir.       [0007]     [Means for Solving the Problems]   In order to achieve the above-mentioned object, according to the present invention, a steel space for a reinforcing steel fitted in a formwork. The author   Reinforcing bars are placed inside the formwork with the reinforcing bars arranged in the concrete casting formwork. In order to keep the concrete coating thickness evenly at a predetermined distance from the wall, iron It is used by fitting it to a muscle,   It is made by bending one metal wire rod, and is used to abut the inner wall of the formwork. Form contact portion 1 and a pair of risers that rise inwardly and inwardly from opposite ends thereof The parts 2 and 2 are arranged side by side in a direction away from the upper end thereof, and in a downwardly inclined shape. A pair of pinching portions 3 and 3 for extending the rebar in the opposing gap, and Reinforcement bearings 4 and 4 with end portions bent horizontally in opposite directions It is characterized by the following.       [0008]     [Embodiment of the invention]   An embodiment of the present invention will be described below with reference to FIGS.   FIG. 1 is a perspective view of a spacer A of this embodiment, FIG. 2 is a top view, and FIG. FIG.   FIG. 4 is a partial perspective view showing a use state of the spacer A, and is indicated by reference numeral B. These are reinforcing bars for concrete reinforcement.       [0009]   The spacer A is formed by bending a single metal wire.   As shown in FIGS. 1 to 3, the form is a formwork for concrete casting (not shown). Form contact part 1 for making contact with the inner wall surface of And a pair of rising portions 2 and 2 rising at an inclination angle of about 60 degrees.       [0010]   Further, from the upper end of each rising part 2, it is lowered in parallel in a direction away from each other and slightly. Extending in the direction of inclination, as shown in FIG. 3 and FIG. It is provided with a pair of sandwiching parts 3 and 3 for inserting.   Then, the distal end portions of the sandwiching portions 3 are bent in a horizontal direction facing each other and in parallel. Then, the support portions 4 and 4 for supporting the reinforcing bar B are formed.       [0011]   As shown in FIG. 2 to FIG. 4, between the pair of clamping portions 3, 3, Also has a somewhat narrower gap g.       [0012]   Next, how to use the spacer A will be described with reference to the drawings.   Spacer A is used to connect a group of reinforcing bars arranged in a concrete casting formwork to the inner wall of the formwork. Without contacting the surface directly, separate it by a predetermined distance, for example, 2 to 10 cm. It plays the role of maintaining the uniform coating thickness of the REET As shown in FIG. 4, it is attached in a fitted state over the entire surroundings in a dot binding manner.       [0013]   The mounting method is as follows: simply press the gap g of the spacer A against the reinforcing bar B Applying force to the reinforcing bar B quickly and securely in the state shown in Fig. 4 Can be done.       [0014]   The reinforcing bar B which is forcibly pushed and expanded the gap g and is sandwiched between the pair of sandwiching portions 3 and 3 Due to the elasticity of the material of the spacer A, the width of the gap g returns to the original value as shown in FIG. By doing so, it is surely prevented.       [0015]     [Effect of the invention]   As is apparent from the above description, the steel for the insertion type rebar in the formwork according to the present invention. Spacers can be made by simply bending one metal wire, and the bending Since the shape is simple, the conventional steel space for a fitting type reinforcing steel as shown in FIGS. It can be made much cheaper than sir.   In addition, due to its bent shape, it can be easily, quickly and reliably fitted to a reinforcing bar. There is no fear of coming off later.

【図面の簡単な説明】 【図1】本考案の一実施例を示すもので、スペーサーの
斜視図である。 【図2】同上、スペーサーの上面視図である。 【図3】同上、スペーサーの側面視図である。 【図4】同上、鉄筋へのスペーサーの取付状態を示す部
分斜視図である。 【図5】従来例を示すもので、スペーサーの斜視図であ
る。 【図6】同上、図4図相当図である。 【図7】別の従来例を示すもので、スペーサーの斜視図
である。 【図8】同上、図4図相当図である。 【符号の説明】 A スペーサー B 鉄筋 1 型枠当接部 2 立上部 3 挟付部 4 支承部 g 間隙 20,30 従来のスペーサー 21 立上脚部 22 鉄筋支承部 23 ループ状脚部 24 立上部 25 鉄筋押さえ部 31 脚部材 32 挟付部材
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a spacer showing an embodiment of the present invention. FIG. 2 is a top view of the spacer according to the first embodiment. FIG. 3 is a side view of the spacer. FIG. 4 is a partial perspective view showing a state in which a spacer is attached to a reinforcing bar; FIG. 5 shows a conventional example and is a perspective view of a spacer. FIG. 6 is a diagram corresponding to FIG. 4; FIG. 7 shows another conventional example and is a perspective view of a spacer. FIG. 8 is a diagram corresponding to FIG. 4; [Description of Signs] A Spacer B Reinforcing bar 1 Form contact portion 2 Upright portion 3 Nipping portion 4 Bearing portion g Gap 20, 30 Conventional spacer 21 Rising leg portion 22 Reinforcing bar support portion 23 Loop leg portion 24 Rising portion 25 Reinforcement holding part 31 Leg member 32 Clamping member

Claims (1)

【実用新案登録請求の範囲】 【請求項1】 コンクリートを打設する型枠内に、鉄筋
群を配筋した状態で、鉄筋群を型枠内壁面から所定距離
隔てさせて、コンクリートの被覆厚みを均一に保持する
為に、鉄筋に嵌着して用いるものであって、 1本の金属線材を折曲加工して作られており、型枠の内
壁面に当接させる為の型枠当接部1と、その両端から対
向状に内向きに傾斜して立ち上がる1組の立上部2,2
と、その上端から互いに隔たる方向に、並列状に、且
つ、下降傾斜状に伸びて、その対向間隙に鉄筋を挟み込
ませる為の1組の挟付部3,3と、その先端部分を対向
方向に水平向きに折曲して設けた、鉄筋の支承部4,4
とを備えることを特徴とする型枠内の嵌め込み型鉄筋用
鋼製スペーサー。
[Claims for utility model registration] [Claim 1] In a state in which a group of reinforcing bars are arranged in a form in which concrete is cast, the group of reinforcing bars is separated from the inner wall surface of the form by a predetermined distance, and the thickness of the concrete coating is increased. Is used by fitting it to a reinforcing bar in order to hold it uniformly. It is made by bending a single metal wire rod, and is used to make contact with the inner wall surface of the formwork. A contact portion 1 and a pair of rising portions 2 and 2 rising from both ends thereof so as to face inward in an opposed manner.
And a pair of sandwiching portions 3 and 3 for extending the reinforcing bar in the facing gap, extending in parallel and in a downwardly inclined manner in a direction away from the upper end thereof, and facing a tip portion thereof. Bearings 4 and 4 bent horizontally in the direction
And a steel spacer for a fitting type rebar in a formwork, comprising:
JP2003000658U 2003-02-13 2003-02-13 Steel spacers for fitting steel bars in formwork Expired - Fee Related JP3095881U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003000658U JP3095881U (en) 2003-02-13 2003-02-13 Steel spacers for fitting steel bars in formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003000658U JP3095881U (en) 2003-02-13 2003-02-13 Steel spacers for fitting steel bars in formwork

Publications (1)

Publication Number Publication Date
JP3095881U true JP3095881U (en) 2003-08-22

Family

ID=43249783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003000658U Expired - Fee Related JP3095881U (en) 2003-02-13 2003-02-13 Steel spacers for fitting steel bars in formwork

Country Status (1)

Country Link
JP (1) JP3095881U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020105390A1 (en) * 2018-11-20 2020-05-28 ライズバレー株式会社 Fastener

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020105390A1 (en) * 2018-11-20 2020-05-28 ライズバレー株式会社 Fastener
JP2020084495A (en) * 2018-11-20 2020-06-04 ライズバレー株式会社 Fixing tool
US11174640B2 (en) * 2018-11-20 2021-11-16 Rise Valley Co., Ltd. Fixture for mutually fixing a grid and a second grid
JP7127827B2 (en) 2018-11-20 2022-08-30 ライズバレー株式会社 Fixture

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