JPH07150687A - Spacer for bundled bar - Google Patents

Spacer for bundled bar

Info

Publication number
JPH07150687A
JPH07150687A JP30039693A JP30039693A JPH07150687A JP H07150687 A JPH07150687 A JP H07150687A JP 30039693 A JP30039693 A JP 30039693A JP 30039693 A JP30039693 A JP 30039693A JP H07150687 A JPH07150687 A JP H07150687A
Authority
JP
Japan
Prior art keywords
bar
spacer
bars
bundled
bundling
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
JP30039693A
Other languages
Japanese (ja)
Inventor
Yukihiro Sakuta
幸弘 作田
Keiju Kobayashi
桂樹 小林
Yuzo Ichijo
祐三 一條
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.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP30039693A priority Critical patent/JPH07150687A/en
Publication of JPH07150687A publication Critical patent/JPH07150687A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE:To maintain intervals between reinforcing bars constituting bundled bars and to connect bundles of reinforcing bars together when conventional reinfrocing bars of normal size are bundled for use. CONSTITUTION:In a spacer 10 for use in bundled bars 13 to be placed in concrete, wherein a plurality of bar-shaped reinforcing bars 1 are bundled so as to be spaced apart from each other a predetermined interval, a plurality of threaded holes for threaded engagement with each threaded portion of a plurality of the reinforcing bars 1 are formed in the axial direction from a predetermined point of the opposite ends of the spacer. Each end threaded portion of bar-shaped reinforcing bars constituting the bundled bars 13 is screw- threadedly engaged with each holes 12 from the opposite end surface to connect the bundles of bars 13 together, while the bars 1 are spaced apart a predetermined interval from each other.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は束ね筋用スペーサに関
し、更に詳細には例えばRC造即ち鉄筋コンクリート造
において配筋として使用される束ね筋のためのスペーサ
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spacer for a bundling bar, and more particularly to a spacer for a bundling bar used as a reinforcing bar in RC construction or reinforced concrete construction.

【0002】[0002]

【従来の技術】従来、RC造において1本の棒状鉄筋が
所定の間隔をあけて多数配置されることは周知である。
一般に、1本の棒状鉄筋と隣接する他の1本の棒状鉄筋
との間隔は、コンクリートの鉄筋に対する定着の問題か
ら、鉄筋の直径をDとしたとき1.7D(鉄筋相互の中
心間距離は2.7D)の間隔をあけなければならないこ
とになっている。
2. Description of the Related Art Conventionally, in RC construction, it is well known that a large number of rod-shaped reinforcing bars are arranged at a predetermined interval.
Generally, the distance between one bar-shaped rebar and another adjacent bar-shaped rebar is 1.7 D when the diameter of the bar is D due to the problem of the anchoring of concrete to the bar. 2.7D) is to be provided.

【0003】[0003]

【発明が解決しようとする課題】通常、RC造に用いら
れる鉄筋をその直径で種別すると数種類しかなく、従っ
てRC造の強度を高めるために多くの鉄筋を配筋しよう
とすると、鉄筋相互の間隔確保の上から鉄筋コンクリー
ト造の断面積が大きくなると言う問題があった。
Generally, there are only a few types of reinforcing bars used in RC construction by their diameters. Therefore, when many reinforcing bars are arranged to increase the strength of RC construction, the distance between the reinforcing bars is increased. There was a problem that the cross-sectional area of the reinforced concrete structure would become large after securing it.

【0004】これを避けるために規格品よりも太い鉄筋
を使用しようとする場合には、特注品を使用しなければ
ならず、これはコストを非常に高めることになるため建
設費上昇の原因ともなる。従って、在来の常用サイズの
鉄筋を束ねて使用できればこの問題を解決することがで
きる。
In order to avoid this, if a reinforcing bar thicker than the standard product is to be used, a custom-made product must be used, which significantly increases the cost and is also a cause of an increase in construction cost. Become. Therefore, this problem can be solved if conventional rebars of regular size can be bundled and used.

【0005】しかし、図6に示されるように複数本の棒
状鉄筋1を単純に束ねると、その中心部は4方向周囲が
閉鎖された極めて狭い空間部2となる。そのため、在来
の常用サイズの鉄筋1を単純に束ねたのではその中心の
空間部2にコンクリートが入り込めず、また仮に入り込
んだとしても鉄筋との定着に問題を生じることになる。
However, when a plurality of bar-shaped reinforcing bars 1 are simply bundled as shown in FIG. 6, the central part thereof becomes an extremely narrow space 2 closed in four directions. For this reason, simply bundling the conventional rebars 1 having a normal size does not allow the concrete to enter the space portion 2 at the center of the rebar 1, and even if the concrete rebars, it causes a problem in fixing the rebar.

【0006】本発明の目的は、かかる従来の問題点を解
決するためになされたもので、在来の常用サイズの鉄筋
を束ねて使用する時束ね筋を構成する各鉄筋相互の間隔
を保持すると共に束ね筋同士を連結することのできる束
ね筋用スペーサを提供することにある。
An object of the present invention is to solve the above-mentioned conventional problems, and when the conventional rebars of conventional size are bundled and used, the distance between the rebars constituting the bundled bar is maintained. Another object of the present invention is to provide a spacer for bundled muscles that can connect the bundled muscles.

【0007】[0007]

【課題を解決するための手段】本発明は束ね筋用スペー
サであり、前述の技術的課題を解決するため以下の構成
とされている。すなわち、本発明は複数の棒状鉄筋1を
相互に所定の間隔をあけて束ねられ且つコンクリート内
に配置される束ね筋13に用いるスペーサ10であっ
て、前記複数の棒状鉄筋1の各々の端部ネジ部を螺合し
て取り付ける複数のネジ孔12が両端面の所定位置から
軸線方向へ形成され、前記束ね筋13を構成する各棒状
鉄筋1の各端部ネジ部を前記各ネジ孔12に前記両端面
側から螺合して前記束ね筋同士を連結すると共に前記各
棒状鉄筋1相互の間隔を保持することを特徴とする。
The present invention is a spacer for bundling streak, and has the following constitution in order to solve the above-mentioned technical problems. That is, the present invention is a spacer 10 used for a bundling bar 13 which is bundled with a plurality of bar-shaped reinforcing bars 1 at a predetermined interval from each other and arranged in concrete, wherein each end of each of the bar-shaped reinforcing bars 1 is used. A plurality of screw holes 12 to which the screw parts are screwed and attached are formed in the axial direction from predetermined positions on both end faces, and each end screw part of each bar-shaped reinforcing bar 1 constituting the bundling bar 13 is inserted into each of the screw holes 12. It is characterized in that the bundling bars are connected to each other by screwing from the both end surface sides and the intervals between the bar-shaped reinforcing bars 1 are maintained.

【0008】[0008]

【作用】本発明の束ね筋用スペーサによると、スペーサ
の一方の端面に形成されている各ネジ孔に在来の常用サ
イズの各棒状鉄筋における端部ネジ部を螺合して取り付
けることにより所定の間隔で各鉄筋が束ねられる。そし
て、更にそのスペーサの他方の端面に形成されている各
ネジ孔にも同様に各棒状鉄筋にける端部ネジ部を螺合し
て取り付けることにより実質的に束ね筋同士を連結する
こととなる。すなわち、このスペーサが束ね筋の継手と
しても機能することになる。
According to the spacer for bundling bar of the present invention, the threaded end portion of each conventional rod-shaped reinforcing bar of a conventional size is screwed into each threaded hole formed in one end surface of the spacer to be attached to a predetermined size. Reinforcing bars are bundled at intervals of. Further, similarly, the threaded holes formed on the other end surface of the spacer are similarly screwed and attached to the threaded end portions of the rod-shaped reinforcing bars, so that the bundled bars are substantially connected to each other. . That is, this spacer also functions as a joint for the bundling streak.

【0009】[0009]

【実施例】以下、本発明の束ね筋用スペーサを図に示さ
れる実施例について更に詳細に説明する。図1には本発
明の一実施例に係る束ね筋用スペーサ10が示されてい
る。この実施例にかかる束ね筋用スペーサ10は端面形
状が十字形をした棒状のもので、両端面には在来の常用
サイズにおける4本の棒状鉄筋1を束ねるため突出部1
1a、11b、11c、11dにそれぞれネジ孔12が
形成されている。
EXAMPLES The spacers for the binding muscles of the present invention will now be described in more detail with reference to the examples shown in the drawings. FIG. 1 shows a bracing bar spacer 10 according to an embodiment of the present invention. The bundling spacer 10 according to this embodiment is a rod-shaped end face having a cruciform shape, and the projecting portion 1 for bundling four rod-shaped reinforcing bars 1 of a conventional size on both end faces.
A screw hole 12 is formed in each of 1a, 11b, 11c and 11d.

【0010】他方、束ね筋として構成する在来の常用サ
イズの棒状鉄筋の各端部(図示せず)にはその外周にス
ペーサ10の端面に形成されたネジ孔12に螺合可能な
ネジ部が形成されている。従って、在来の常用サイズの
棒状鉄筋1を4本束ねて束ね筋13(図2)として構成
する際には各鉄筋1の端部ネジ部をスペーサ10の一方
の端面に形成された各ネジ孔11a〜11dに螺合して
取り付ける。
On the other hand, at each end (not shown) of a conventional bar-shaped reinforcing bar of conventional size which is formed as a bundling bar, a threaded portion which can be screwed into a screw hole 12 formed on the end face of the spacer 10 is formed on the outer periphery thereof. Are formed. Therefore, when four conventional rebar-sized bar-shaped reinforcing bars 1 are bundled to form a bundling bar 13 (FIG. 2), the end thread portion of each reinforcing bar 1 is formed on one end surface of the spacer 10. The holes 11a to 11d are screwed and attached.

【0011】これにより、各鉄筋1は所定の間隔を保持
して束ねられることとなる。このようなスペーサ10は
束ね筋13の両端に設けることになるが、各鉄筋1の両
端はそれぞれのスペーサ10のネジ孔12に螺合して取
り付けられるため4本の鉄筋1を同時に回転して両側の
スペーサ10に同時に螺合する必要がある。
As a result, the rebars 1 are bundled while maintaining a predetermined space. Such spacers 10 are provided at both ends of the bundling bar 13. However, since both ends of each rebar 1 are screwed into the screw holes 12 of each spacer 10, the four rebars 1 are simultaneously rotated. It is necessary to screw the spacers 10 on both sides at the same time.

【0012】なお、このようにして構成される束ね筋1
3の長さが比較的に長く、両端部間で各鉄筋の撓みによ
る間隔保持が不安定になる恐れがある場合には適宜に図
3に示されるような中間スペーサ14を配置することも
好ましい。
The bundling muscle 1 thus constructed
If the length of 3 is relatively long and there is a risk that the spacing between the both ends will be unstable due to the bending of the reinforcing bars, it is also preferable to appropriately dispose the intermediate spacer 14 as shown in FIG. .

【0013】この中間スペーサ14は図3に示されるよ
うに図1に示されるスペーサ10と同じ端面形状を呈
し、その4つの突出部15a、15b、15c、15d
にはそれぞれ束ね筋13を構成する鉄筋1が挿通可能な
貫通孔16が形成されている。当然のことではあるが、
これら4つの貫通孔16における相互の位置関係は、ス
ペーサ10におけるネジ孔12の相互の位置関係と全く
同じに構成されている。
As shown in FIG. 3, the intermediate spacer 14 has the same end face shape as that of the spacer 10 shown in FIG. 1, and its four protrusions 15a, 15b, 15c, 15d.
Through holes 16 are formed in each of which the reinforcing bars 1 that form the bundling bars 13 can be inserted. Of course,
The mutual positional relationship between these four through holes 16 is exactly the same as the mutual positional relationship between the screw holes 12 in the spacer 10.

【0014】このような中間スペーサ14を必要に応じ
て束ね筋13の端部間に配置することにより、束ね筋1
3の全長に亘って鉄筋1同士の間隔を正確に保つことが
できる。この時、中間スペーサ14の取付け位置や取付
け個数については特に制限されことはない。
By arranging such an intermediate spacer 14 between the ends of the bundling bar 13 as necessary, the bundling band 1
It is possible to keep the distance between the reinforcing bars 1 accurately over the entire length of 3. At this time, the mounting position and the number of the intermediate spacers 14 are not particularly limited.

【0015】図4には前述した中間スペーサ14の変形
例が示されている。図4に示される中間スペーサ17
は、4つの突出端部18相互間における辺部分に鉄筋1
の周面形状の一部に一致する曲面の座部19を備えてい
る。そして、図5に示されるように各棒状鉄筋1は中間
スペーサ17に対して束ね筋13の周囲を例えば金属製
の巻締めワイヤー20等で結束することにより固定され
る。
FIG. 4 shows a modification of the intermediate spacer 14 described above. Intermediate spacer 17 shown in FIG.
Is the reinforcing bar 1 on the side portion between the four protruding ends 18.
Is provided with a curved seat portion 19 that matches a part of the peripheral surface shape. Then, as shown in FIG. 5, each bar-shaped reinforcing bar 1 is fixed to the intermediate spacer 17 by binding the periphery of the bundling bar 13 with, for example, a metal winding wire 20.

【0016】このような中間スペーサ17は、図3に示
される中間スペーサ14に比べその設置が非常に容易と
なる利点がある。なお、このような中間スペーサ14、
17は鋳鉄又は加工品等で形成することが好ましい。
Such an intermediate spacer 17 has an advantage that it can be installed very easily as compared with the intermediate spacer 14 shown in FIG. In addition, such an intermediate spacer 14,
17 is preferably formed of cast iron or a processed product.

【0017】このようにして構成された束ね筋13は、
在来の常用サイズの鉄筋を複数本束ねているが、見掛け
上は1本の鉄筋と見なして配筋される。これによりコン
クリートは束ね筋13における各鉄筋1相互間に容易に
入り込み且つ所定の定着も発揮でき、その結果、太径の
鉄筋を使用したのと同等な強度を発揮させることができ
る。
The bundling streak 13 thus constructed is
Although a number of conventional rebars of normal size are bundled, they are apparently arranged as one rebar. As a result, the concrete can easily enter between the reinforcing bars 1 in the bundling bars 13 and exhibit a predetermined anchoring, and as a result, the strength equivalent to that of using a reinforcing bar having a large diameter can be exhibited.

【0018】前述した本発明の実施例に係るスペーサで
は、4本の在来鉄筋を束ねる場合についてのものであっ
たが、本発明はこれに限定されるものではなく、束ねら
れる鉄筋の数に対応した数のネジ孔を両端面に形成した
適宜の形状のスペーサとすることができることは言うま
でもない。
In the spacer according to the embodiment of the present invention described above, four conventional reinforcing bars are bundled, but the present invention is not limited to this, and the number of reinforcing bars to be bundled is not limited to this. It goes without saying that a spacer having an appropriate shape in which a corresponding number of screw holes are formed on both end surfaces can be used.

【0019】[0019]

【発明の効果】以上説明したように、本発明の束ね筋用
スペーサによれば、在来の常用サイズの鉄筋を正確な相
互間隔を維持して束ねることができ、また同時に束ね筋
の継手としても機能させることができる。更に、このよ
うにして構成された束ね筋は、見掛け上1本の鉄筋とし
て使用することにより、RC造の断面積を大きくするこ
となく強度を向上させることができ、またそのために特
注品の太径鉄筋を使用した従来の場合に比べて配筋のコ
スト上昇を抑制することができる。
As described above, according to the spacer for the bundling bar of the present invention, the conventional rebars of the normal size can be bunched while maintaining an accurate mutual interval, and at the same time, as a bundling bar joint. Can also work. Furthermore, by using the bundling bar configured in this way as an apparently single reinforcing bar, it is possible to improve the strength without increasing the cross-sectional area of the RC structure, and for that purpose, it is possible to increase the strength of a custom-made product. It is possible to suppress an increase in the cost of the reinforcing bar as compared with the conventional case where the reinforcing bar is used.

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

【図1】本発明の一実施例に係る束ね筋用スペーサを示
す斜視図である。
FIG. 1 is a perspective view showing a spacer for bundling muscles according to an embodiment of the present invention.

【図2】図1に示される実施例の束ね筋用スペーサを用
いて構成された束ね筋を示す断面図である。
FIG. 2 is a cross-sectional view showing a bundling bar configured by using the bundling bar spacer of the embodiment shown in FIG.

【図3】図2に示される束ね筋に適宜配置される中間ス
ペーサを示す斜視図である。
FIG. 3 is a perspective view showing an intermediate spacer that is appropriately arranged on the bundling muscle shown in FIG.

【図4】図2に示される束ね筋に配置される中間スペー
サの他の変形例を示す斜視図である。
FIG. 4 is a perspective view showing another modified example of the intermediate spacer arranged on the bundling streak shown in FIG.

【図5】図4に示される中間スペーサの座部に鉄筋を配
置して固定した状態を示す断面図である。
5 is a cross-sectional view showing a state where reinforcing bars are arranged and fixed to the seat portion of the intermediate spacer shown in FIG.

【図6】在来の常用サイズの鉄筋を単純に束ねた場合の
断面図である。
FIG. 6 is a cross-sectional view of a case where conventional rebars of a normal size are simply bundled.

【符号の説明】[Explanation of symbols]

1 在来の常用サイズの棒状鉄筋 10 束ね筋用スペーサ 11a 突出部 11b 突出部 11c 突出部 11d 突出部 12 ネジ孔 13 束ね筋 14 中間スペーサ 15a 突出部 15b 突出部 15c 突出部 15d 突出部 16 貫通孔 17 中間スペーサ 18 突出端部 19 座部 20 巻締めワイヤー 1 Conventional bar-shaped rebars of regular size 10 Spacer for bundling bar 11a Projection part 11b Projection part 11c Projection part 11d Projection part 12 Screw hole 13 Bundling bar 14 Intermediate spacer 15a Projection part 15b Projection part 15c Projection part 15d Projection part 16 Through hole 17 Intermediate Spacer 18 Projecting End 19 Seat 20 Winding Wire

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 複数の棒状鉄筋を相互に所定の間隔をあ
けて束ねられ且つコンクリート内に配置される束ね筋に
用いるスペーサであって、前記複数の棒状鉄筋の各々の
端部ネジ部を螺合して取り付ける複数のネジ孔が両端面
の所定位置から軸線方向へ形成され、前記束ね筋を構成
する各棒状鉄筋の各端部ネジ部を前記各ネジ孔に前記両
端面側から螺合して前記束ね筋同士を連結すると共に前
記各棒状鉄筋相互の間隔を保持することを特徴とする束
ね筋用スペーサ。
1. A spacer for use in a bundled bar in which a plurality of bar-shaped reinforcing bars are bundled at a predetermined distance from each other and arranged in concrete, wherein each end screw part of the plurality of bar-shaped reinforcing bars is screwed. A plurality of screw holes to be attached together are formed in the axial direction from predetermined positions on both end faces, and each end screw part of each bar-shaped reinforcing bar constituting the bundling bar is screwed into each screw hole from both end face sides. A spacer for a bundling bar, characterized in that the bundling bars are connected to each other and the distance between the bar-shaped reinforcing bars is maintained.
JP30039693A 1993-11-30 1993-11-30 Spacer for bundled bar Pending JPH07150687A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30039693A JPH07150687A (en) 1993-11-30 1993-11-30 Spacer for bundled bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30039693A JPH07150687A (en) 1993-11-30 1993-11-30 Spacer for bundled bar

Publications (1)

Publication Number Publication Date
JPH07150687A true JPH07150687A (en) 1995-06-13

Family

ID=17884291

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30039693A Pending JPH07150687A (en) 1993-11-30 1993-11-30 Spacer for bundled bar

Country Status (1)

Country Link
JP (1) JPH07150687A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10378211B1 (en) 2018-04-03 2019-08-13 Heng H. Khun Spacer device and method
JP2020056307A (en) * 2020-01-09 2020-04-09 株式会社フジタ Production method of bundled rebar

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10378211B1 (en) 2018-04-03 2019-08-13 Heng H. Khun Spacer device and method
JP2020056307A (en) * 2020-01-09 2020-04-09 株式会社フジタ Production method of bundled rebar

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