JPH0744539U - spacer - Google Patents

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Info

Publication number
JPH0744539U
JPH0744539U JP179193U JP179193U JPH0744539U JP H0744539 U JPH0744539 U JP H0744539U JP 179193 U JP179193 U JP 179193U JP 179193 U JP179193 U JP 179193U JP H0744539 U JPH0744539 U JP H0744539U
Authority
JP
Japan
Prior art keywords
reinforcing bar
spacer
main body
concrete
fiber
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.)
Granted
Application number
JP179193U
Other languages
Japanese (ja)
Other versions
JP2598811Y2 (en
Inventor
豊 藤野
明 加瀬
司 千葉
彰彦 伊藤
正人 松田
憲一 田村
公雄 石井
Original Assignee
ジオスター株式会社
三信技研株式会社
石田工業株式会社
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.)
Filing date
Publication date
Application filed by ジオスター株式会社, 三信技研株式会社, 石田工業株式会社 filed Critical ジオスター株式会社
Priority to JP1993001791U priority Critical patent/JP2598811Y2/en
Publication of JPH0744539U publication Critical patent/JPH0744539U/en
Application granted granted Critical
Publication of JP2598811Y2 publication Critical patent/JP2598811Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
    • E04C5/201Spacer blocks with embedded separate holding wire or clips

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【目的】 鉄筋径の大小にかかわらず、装着可能であ
り、コンクリートとの付着性がよく、耐荷性,耐衝撃性
に優れ、耐久性,施工性,経済性にも優れたスペーサー
の提供。 【構成】 繊維強化高強度モルタル製であり、左右対称
の三角形状で各辺の中央部が凹んでいる本体と、弾性の
大きい鋼線でつくられた係止具とからなり、この係止具
は本体の二つの頂点近くの対称の位置に二個埋め込まれ
ている。かかる形状により、鉄筋径の大小にかかわら
ず、装着可能であり、コンクリートとの付着性がよい。
そして、本体の材質が繊維強化高強度モルタルであるの
で、本体は耐荷性,耐衝撃性に優れている。
(57) [Summary] [Purpose] Can be installed regardless of the size of the reinforcing bar, has good adhesion to concrete, has excellent load resistance and impact resistance, and has excellent durability, workability, and economic efficiency. Providing spacers. [Structure] A fiber-reinforced high-strength mortar, which is composed of a bilaterally symmetrical triangular body with a concave central portion on each side, and a fastener made of highly elastic steel wire. Are embedded in symmetrical positions near the two vertices of the body. With such a shape, it can be mounted regardless of the size of the reinforcing bar and has good adhesion to concrete.
Since the material of the main body is fiber-reinforced high-strength mortar, the main body is excellent in load resistance and impact resistance.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、コンクリート部材中に埋設される補強用鉄筋を、コンクリート部 材成形時の型枠に支持するスペーサーに関するものである。 The present invention relates to a spacer for supporting a reinforcing steel bar embedded in a concrete member on a mold for molding a concrete member.

【0002】[0002]

【従来の技術】[Prior art]

従来使用されているスペーサーの材質は、プラスチック,樹脂コーチング鋼棒 などである。 Conventionally used spacer materials include plastic and resin coating steel rods.

【0003】[0003]

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

しかし、スペーサーの材質がプラスチックであると、プラスチックの強度が十 分でないので、スペーサー自身が耐荷性の劣るものとなってしまう。さらに、プ ラスチックとコンクリート部材用打設コンクリートとの熱膨張係数が異なるため 、蒸気養生セメントの硬化熱によって、コンクリートとスペーサーとの界面に隙 間が生じ、水の浸透が容易に起こることとなる。 However, if the material of the spacer is plastic, the strength of the plastic is not sufficient, so that the spacer itself has poor load resistance. Furthermore, since the thermal expansion coefficient of the plastic differs from that of the cast concrete for concrete members, the heat of hardening of the steam curing cement creates a gap at the interface between the concrete and the spacer, which facilitates water infiltration. .

【0004】 また、材質が樹脂コーチング鋼棒であると、スペーサー自身の形状によっては 耐荷性,耐衝撃性が強いものとなるが、水の浸透によってスペーサー自身に錆が 発生するという難点があり、取付けに溶接を行う必要があるので施工性が劣る。Further, if the material is a resin coated steel rod, the load resistance and impact resistance are strong depending on the shape of the spacer itself, but there is a drawback that the spacer itself rusts due to water penetration. Workability is poor because welding is required for mounting.

【0005】 本考案は前述した事情に鑑みて考案されたもので、その目的はコンクリート部 材の厚みが大きくて鉄筋重量も大きい場合にも、補強用鉄筋の支持が容易に行わ れ、耐荷性,耐衝撃性に優れ、しかも、耐久性,施工性,経済性に優れたスペー サーを提供することにある。The present invention has been devised in view of the above-mentioned circumstances, and its purpose is to easily support the reinforcing bars even when the thickness of the concrete part is large and the weight of the reinforcing bars is large, and the load resistance is improved. , To provide a spacer that has excellent impact resistance, durability, workability, and economic efficiency.

【0006】[0006]

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

本考案のスペーサーは、繊維強化高強度モルタルで形成されていて左右対称の 三角形状であり、各辺の中央部に凹みを設けた本体と、弾性復元力の大きい鋼線 でつくられ先端が弯曲している係止具とからなるものであり、係止具は本体の二 つの頂点近くの対称の位置に本体に二個埋め込まれている。 The spacer of the present invention is made of fiber-reinforced high-strength mortar and has a symmetrical triangular shape, and is made of a body with a recess in the center of each side and a steel wire with a large elastic restoring force, and the tip is curved. The two locks are embedded in the body at symmetrical positions near the two vertices of the body.

【0007】 本考案の第一の特徴は、スペーサー本体の材質を繊維強化高強度モルタルとし た点であり、これにより、スペーサー自身を耐荷性,耐衝撃性に優れたものとす ることができる。繊維強化高強度モルタルの成形にさいしては、ガラス繊維、炭 素繊維、アラミド繊維などの高剛性の繊維が単独あるいは混合して使用される。The first feature of the present invention is that the material of the spacer body is fiber-reinforced high-strength mortar, which allows the spacer itself to have excellent load resistance and impact resistance. . When molding a fiber-reinforced high-strength mortar, glass fibers, carbon fibers, aramid fibers and other high-rigidity fibers are used alone or in combination.

【0008】 これらの繊維は繊維強化高強度モルタルの成形前に高強度モルタル成分によく混 合される。経済性などの面からガラス繊維を使用するのが実際的である。These fibers are well mixed with the high strength mortar component prior to forming the fiber reinforced high strength mortar. It is practical to use glass fiber in terms of economy.

【0009】 本考案の第二の特徴は、スペーサー本体の形状を左右対称の三角形状とし、各 辺の中央部に凹みを設けた点であり、この凹みの内補強用鉄筋側の凹みによって 補強用鉄筋の径の大小にかかわらず、スペーサー本体を補強用鉄筋に装着するこ とができる。残りの二個の凹みは打設コンクリートの通り道であり、この凹みに もコンクリートが存在するので、打設コンクリートとスペーサー本体との付着力 が向上する。また、左右対称であるので、補強用鉄筋への装着の際の方向による 制約が少ない。A second feature of the present invention is that the shape of the spacer body is a symmetrical triangle, and a recess is provided at the center of each side, and the recess is reinforced by the recess on the reinforcing bar side for inner reinforcement. The spacer body can be attached to the reinforcing bar regardless of the diameter of the reinforcing bar. The remaining two recesses are the passages for the cast concrete, and since concrete is also present in these recesses, the adhesion between the cast concrete and the spacer body is improved. In addition, because it is bilaterally symmetric, there are few restrictions due to the direction in which it is attached to the reinforcing bar.

【0010】 本考案の第三の特徴は、係止具であり、本体に二個埋め込まれていて装着しよ うとする補強用鉄筋に直交する鉄筋に係止具の先端の弯曲部をかけるだけで容易 に装着できる。また、材質が弾性復元力の大きい鋼線であるので、装着しようと する補強用鉄筋の径の大小によりスペーサー本体と鉄筋との相対位置が相当変わ ってもその変化に追随して容易に装着される。この係止具は本体を成形するとき に一緒に埋め込んでもよいし、小孔を有する本体を成形し、その小孔に係止具下 部を嵌入してもよい。A third feature of the present invention is a locking device, in which two bending members at the tip of the locking device are applied to a reinforcing bar which is embedded in the main body and is orthogonal to the reinforcing bar to be mounted. Can be easily installed. Also, because the material is a steel wire with a large elastic restoring force, even if the relative position of the spacer body and the reinforcing bar changes considerably depending on the diameter of the reinforcing bar to be mounted, it can be easily mounted following the change. To be done. This locking tool may be embedded together when the main body is molded, or a main body having a small hole may be molded, and the lower part of the locking tool may be fitted into the small hole.

【0011】 なお、本考案のスペーサーにおいては、スペーサー本体は補強用鉄筋に係止さ れ、その反対側の三角形の頂点が型枠面に押しつけられ支持固定されることとな り、型枠面と補強用鉄筋との間隙は所定どうり保持される。In addition, in the spacer of the present invention, the spacer body is locked to the reinforcing bar, and the apex of the triangle on the opposite side is pressed against the mold surface to be supported and fixed. The gap between the reinforcing bar and the reinforcing bar is maintained in a predetermined manner.

【0012】[0012]

【実施例】【Example】

以下、本考案のスペーサーを、図面を参照しながら詳細に説明する。 Hereinafter, the spacer of the present invention will be described in detail with reference to the drawings.

【0013】 図1は本考案スペーサーの斜視図である。本体1はガラス繊維を混合した高強 度モルタルを成形して製造される。成形のとき凹部2,2,3と小孔4,4が設 けられる。図2は係止具5の斜視図である。係止具5は弾性の高い鋼線で作られ 、その下部6は螺旋状に加工されバネとなっており、上部先端は弯曲している。FIG. 1 is a perspective view of a spacer according to the present invention. The main body 1 is manufactured by molding high-strength mortar mixed with glass fibers. At the time of molding, recesses 2, 2 and 3 and small holes 4 and 4 are provided. FIG. 2 is a perspective view of the locking tool 5. The locking tool 5 is made of a highly elastic steel wire, the lower part 6 is processed into a spiral shape to form a spring, and the upper end is curved.

【0014】 この係止具5は本体1の小孔4,4に嵌入されている。The locking tool 5 is fitted into the small holes 4 and 4 of the main body 1.

【0015】 図3、図4はそれぞれ本考案スペーサーを同じ型枠に装着した状態を示す立断 面図であり、図3は補強用鉄筋の径が細い場合を示し、図4は補強用鉄筋の径が 太い場合を示す。本体1は凹部3で鉄筋7に接し、係止具5によって鉄筋7と直 交する鉄筋8に係止されており、本体1の反対側頂部は側型枠面9に圧着されて いる。図3に示すように鉄筋7の径が細い場合には係止具5は本体1の嵌入面か らあまり離れることなく鉄筋8に係止されるが、図4に示すように鉄筋7の径が 太くなるにしたがって係止具5は本体1の嵌入面から離れて鉄筋8に係止される 。このように本考案スペーサーは鉄筋7の径の大小にかかわらず、総ての補強用 鉄筋に適用できる。3 and 4 are sectional views showing a state in which the spacer of the present invention is mounted on the same mold, FIG. 3 shows a case where the diameter of the reinforcing bar is small, and FIG. 4 is a reinforcing bar. The case where the diameter of is large is shown. The main body 1 is in contact with the reinforcing bar 7 in the concave portion 3 and is locked to the reinforcing bar 8 which directly intersects with the reinforcing bar 7 by the locking tool 5, and the apex on the opposite side of the main body 1 is crimped to the side mold surface 9. As shown in FIG. 3, when the diameter of the reinforcing bar 7 is small, the locking tool 5 is locked to the reinforcing bar 8 without being far from the fitting surface of the main body 1, but as shown in FIG. As the thickness increases, the locking tool 5 is separated from the fitting surface of the main body 1 and locked to the reinforcing bar 8. Thus, the spacer of the present invention can be applied to all reinforcing bars regardless of the diameter of the reinforcing bar 7.

【0016】[0016]

【考案の効果】[Effect of device]

本考案スペーサー本体は、高強度のモルタルでかつ、繊維により強化されてい るので、耐衝撃性に優れ高振動のバイブレーターによるコンクリート締固めにも 損傷が生じないし、モルタル製のために、コンクリートとの付着が良く、水が浸 透しにくい。また、所謂、鉄筋のかぶりの部分に、鉄製の材料がないので、錆の 発生などの腐食が生じない。 Since the spacer body of the present invention is a high-strength mortar and is reinforced by fibers, it does not cause damage to concrete compaction by a vibrator with excellent impact resistance and high vibration. Adhesion is good and water does not easily penetrate. In addition, since there is no iron material in the so-called cover of the rebar, corrosion such as rusting does not occur.

【0017】 しかも、本考案スペーサーの取付けは係止具先端の弯曲部に鉄筋をかけるだけ でよいので、作業性が向上するのみでなく、鉄筋径の大小にかかわらず、総ての 補強用鉄筋に適用できる。Moreover, since the spacer of the present invention can be attached only by attaching the reinforcing bar to the curved portion at the tip of the locking tool, not only the workability is improved, but also all the reinforcing bars for reinforcement are irrespective of the diameter of the reinforcing bar. Applicable to

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

【図1】本考案のスペーサーを示す斜視図である。FIG. 1 is a perspective view showing a spacer of the present invention.

【図2】本考案のスペーサーの係止具を示す斜視図であ
る。
FIG. 2 is a perspective view showing a locking tool of the spacer of the present invention.

【図3】本考案のスペーサーを径の小さい鉄筋に装着し
たときの立断面図である。
FIG. 3 is a vertical cross-sectional view when the spacer of the present invention is attached to a reinforcing bar having a small diameter.

【図4】本考案のスペーサーを径の大きい鉄筋に装着し
たときの立断面図である。
FIG. 4 is a vertical cross-sectional view when the spacer of the present invention is attached to a reinforcing bar having a large diameter.

【符号の説明】[Explanation of symbols]

1・・スペーサー本体、2・・コンクリート打設用凹
部、3・・鉄筋取付け用凹部、4・・係止具嵌入用小
孔、5・・係止具、6・・係止具バネ部、7・・主鉄
筋、8・・補助鉄筋、9・・側型枠面、10・・底型枠
面。
1 ・ ・ Spacer body, 2 ・ ・ Concrete casting recess, 3 ・ ・ Reinforcing bar mounting recess, 4 ・ ・ Locking tool insertion small hole, 5 ・ ・ Locking tool, 6 ・ ・ Locking tool spring part, 7 ・ ・ Main rebar, 8 ・ ・ Auxiliary rebar, 9 ・ ・ Side formwork surface, 10 ・ ・ Bottom formwork surface.

───────────────────────────────────────────────────── フロントページの続き (72)考案者 加瀬 明 東京都港区赤坂9−4−10 (72)考案者 千葉 司 埼玉県熊谷市大字肥塚559−7 (72)考案者 伊藤 彰彦 埼玉県東松山市六反町3−6 (72)考案者 松田 正人 埼玉県東松山市大字岡1871 (72)考案者 田村 憲一 東京都板橋区双葉町3番4号 三信技研株 式会社内 (72)考案者 石井 公雄 埼玉県熊谷市大字平戸2409 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Creator Akira Kase 9-4-10 Akasaka, Minato-ku, Tokyo (72) Creator Tsukasa Chiba 559-7 Hizuka, Kumagaya-shi, Saitama Prefecture (72) Creator Akihiko Ito Higashimatsuyama, Saitama Prefecture 3-6 Rokutan-cho, Ichi (72) Inventor Masato Matsuda 1871 Ooka, Higashimatsuyama, Saitama Prefecture (72) Inventor Kenichi Tamura 3-4 Futabacho, Itabashi-ku, Tokyo Sanshin Giken Co., Ltd. (72) Inventor Kimio Ishii 2409 Hirado, Kumagaya-shi, Saitama

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 繊維強化高強度モルタルで形成されてい
て左右対称の三角形状であり、各辺の中央部に凹みを設
けた本体と、弾性復元力の大きい鋼線でつくられ先端が
弯曲している係止具とからなり、係止具は本体の二つの
頂点近くの対称の位置に本体に二個埋め込まれているス
ペーサー。
1. A body made of fiber-reinforced high-strength mortar and having a symmetrical triangle shape, a main body having a recess at the center of each side, and a steel wire with a large elastic restoring force, and the tip is curved. The spacers are two spacers embedded in the body at symmetrical positions near the two vertices of the body.
JP1993001791U 1993-01-27 1993-01-27 spacer Expired - Fee Related JP2598811Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993001791U JP2598811Y2 (en) 1993-01-27 1993-01-27 spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993001791U JP2598811Y2 (en) 1993-01-27 1993-01-27 spacer

Publications (2)

Publication Number Publication Date
JPH0744539U true JPH0744539U (en) 1995-11-21
JP2598811Y2 JP2598811Y2 (en) 1999-08-23

Family

ID=11511405

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993001791U Expired - Fee Related JP2598811Y2 (en) 1993-01-27 1993-01-27 spacer

Country Status (1)

Country Link
JP (1) JP2598811Y2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001282250A (en) * 2000-03-31 2001-10-12 Taiheiyo Cement Corp Vibration isolating function material made of concrete
JP2003147908A (en) * 2001-11-12 2003-05-21 Iip:Kk Spacer block for reinforced concrete structure
CN111094675A (en) * 2017-09-28 2020-05-01 株式会社丰田设计 Spacer for reinforcing bar

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62160026U (en) * 1986-04-01 1987-10-12
JPH0424915U (en) * 1990-06-22 1992-02-28

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62160026U (en) * 1986-04-01 1987-10-12
JPH0424915U (en) * 1990-06-22 1992-02-28

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001282250A (en) * 2000-03-31 2001-10-12 Taiheiyo Cement Corp Vibration isolating function material made of concrete
JP2003147908A (en) * 2001-11-12 2003-05-21 Iip:Kk Spacer block for reinforced concrete structure
CN111094675A (en) * 2017-09-28 2020-05-01 株式会社丰田设计 Spacer for reinforcing bar
US11098488B2 (en) 2017-09-28 2021-08-24 Toyoda Architects Office Rebar spacer
CN111094675B (en) * 2017-09-28 2021-10-01 株式会社丰田设计 Spacer for reinforcing bar

Also Published As

Publication number Publication date
JP2598811Y2 (en) 1999-08-23

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