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JP4804239B2 - High load rebar crossing fasteners - Google Patents

High load rebar crossing fasteners Download PDF

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JP4804239B2
JP4804239B2 JP2006172684A JP2006172684A JP4804239B2 JP 4804239 B2 JP4804239 B2 JP 4804239B2 JP 2006172684 A JP2006172684 A JP 2006172684A JP 2006172684 A JP2006172684 A JP 2006172684A JP 4804239 B2 JP4804239 B2 JP 4804239B2
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reinforcing bar
bolt
high load
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fastener
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JP2008002161A (en
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貞義 坂井
淳史 坂井
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ゼン技研株式会社
淳史 坂井
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Description

本発明は、高負荷が掛かる鉄筋交差部を強固に締結固定する高負荷用鉄筋交差部締結具に関する。   The present invention relates to a high load reinforcing bar crossing fastener for firmly fastening and fixing a crossing part of a reinforcing bar to which a high load is applied.

従来、鉄筋交差部を固定する締結具としては、例えば図9に示すようにばね線材101のばね力で十字状に交差する2本の鉄筋102、103の交差部を締結固定するようにしたものが知られている(例えば、特許文献1参照。)。・・従来例1。   Conventionally, as a fastener for fixing a reinforcing bar crossing portion, for example, as shown in FIG. 9, a crossing portion of two reinforcing bars 102 and 103 crossing in a cross shape by a spring force of a spring wire 101 is fastened and fixed. Is known (for example, see Patent Document 1). -Conventional example 1.

この従来例1では、ばね線材101の中央部に形成された係合部101aを一方の鉄筋102に係合させた状態で、ばね線材101の両端部に形成された係止フック部101bをもう一方の鉄筋103に係止させる操作のみで交差部の固定が可能であるため、作業性が良いというメリットがあるが、ばね線材101のばね力を利用したものは固定力が弱いため、高負荷が掛かる鉄筋交差部の固定には使えないという問題がある。   In this conventional example 1, with the engaging portion 101a formed at the center of the spring wire 101 engaged with one of the reinforcing bars 102, the locking hook portions 101b formed at both ends of the spring wire 101 are no longer provided. Since the crossing portion can be fixed only by the operation of locking to one of the reinforcing bars 103, there is a merit that the workability is good. However, the one using the spring force of the spring wire 101 has a weak fixing force, and thus has a high load. There is a problem that it can not be used to fix the reinforcing bar crossing part.

そこで、高負荷に耐えうるものとして、例えば図10、11に示すように、一方の鉄筋201に装着させる2本のUボルト202、202と、もう一方の鉄筋203に中央部の凹部204aを当接させるバー204とで構成され、このバー204の両端部の2カ所にそれぞれ形成されたボルト挿通孔に2本のUボルト202、202の両端雄ねじ部2をそれぞれ挿通させ、ナット205を螺合してそれぞれ締結することにより、2本のUボルト202、202とバー204との間に両鉄筋201、203の交差部を強固に締結固定するようにしたものがある。・・従来例2。
特開2005−320816号公報
Therefore, as shown in FIGS. 10 and 11, for example, as shown in FIGS. 10 and 11, two U-bolts 202 and 202 to be attached to one reinforcing bar 201 and a central recess 204a are applied to the other reinforcing bar 203 as shown in FIGS. The two male screw portions 2 of the two U bolts 202 and 202 are inserted into the bolt insertion holes respectively formed at the two ends of the bar 204, and the nut 205 is screwed. In some cases, the crossing portions of the reinforcing bars 201 and 203 are firmly fastened and fixed between the two U bolts 202 and 202 and the bar 204 by fastening them. ..Conventional example 2
JP 2005-320816 A

しかしながら、上述の従来例2では、部品点数が多いためコストが高くなると共に、部品点数が多いため鉄筋交差部への取り付けが面倒であり、かつ、4個のナット205の螺合・締結作業が必要であるため、固定作業に手間と時間が掛かり、作業性が悪いとう問題がある。   However, in the above-described conventional example 2, since the number of parts is large, the cost is high, and since the number of parts is large, the attachment to the reinforcing bar intersection is troublesome, and the four nuts 205 are screwed and fastened. Since it is necessary, the fixing work takes time and effort, and there is a problem that workability is poor.

本発明の解決しようとする課題は、部品点数の削減によるコストダウンと作業性の向上が可能な高負荷用鉄筋交差部締結具を提供することにある。   The problem to be solved by the present invention is to provide a high load reinforcing bar crossing fastener capable of reducing cost and improving workability by reducing the number of parts.

上記課題を解決するため請求項1記載の高負荷用鉄筋交差部締結具は、第1鉄筋と第2鉄筋の交差部を強固に締結固定する高負荷用鉄筋交差部締結具であって、1本のUボルト及びナットと締結プレートとで構成され、該締結プレートは、前記Uボルトの両端雄ねじ部を挿通可能な挿通孔が形成され、前記Uボルトは、その両端雄ねじ部とU字状折曲部との間に該U字状折曲部の折曲方向とは略直交する方向へ折曲可能な肉薄板状部が形成されていることを特徴とする手段とした。   In order to solve the above-mentioned problems, a high load reinforcing bar crossing fastener according to claim 1 is a high load reinforcing bar crossing fastener that firmly fastens and fixes a crossing part of a first reinforcing bar and a second reinforcing bar. The U-bolt is composed of a nut and a fastening plate, and the fastening plate is formed with an insertion hole through which the both-end male threaded portion of the U-bolt can be inserted. A thin plate-like portion that can be bent in a direction substantially orthogonal to the bending direction of the U-shaped bent portion is formed between the bent portions.

請求項2記載の高負荷用鉄筋交差部締結具は、請求項1記載の高負荷用鉄筋交差部締結具において、前記肉薄板状部が焼き鈍し加工されていることを特徴とする手段とした。   According to a second aspect of the present invention, there is provided the high load reinforcing bar crossing portion fastener according to the first aspect, wherein the thin plate portion is annealed.

請求項1記載の高負荷用鉄筋交差部締結具では、上述のように、1本のUボルト及びナットと締結プレートとで構成され、該締結プレートは、Uボルトの両端雄ねじ部を挿通可能な挿通孔が形成され、Uボルトは、その両端雄ねじ部とU字状折曲部との間に該U字状折曲部の折曲方向とは略直交する方向へ折曲可能な肉薄板状部が形成されている構成としたことで、まず、交差された上方の第2鉄筋に対しUボルトのU字状折曲部を上方から係合させた状態で、両肉薄板状部を下方の第1鉄筋の下面に沿ってU字状に折曲させることにより、両雄ねじ部を第2鉄筋の上方へ突出させた状態とし、次に、両雄ねじ部を締結プレートの両挿通孔に挿通してそれぞれナットで締結することにより、第1鉄筋の下面に係合する両肉薄板状部と第2鉄筋の上面に係合するUボルトのU字状折曲部と締結プレートとの間に挟持される状態で第1鉄筋と第2鉄筋の交差部を強固に締結固定することができる。   In the high load reinforcing bar intersection fastener according to claim 1, as described above, it is composed of one U bolt, a nut, and a fastening plate, and the fastening plate can be inserted into both ends of the U bolt. An insertion hole is formed, and the U-bolt is a thin plate that can be bent in a direction substantially perpendicular to the bending direction of the U-shaped bent portion between the male screw portions at both ends and the U-shaped bent portion. First, with the U-shaped bent portion of the U-bolt engaged from above with the intersecting upper second rebar, the two thin plate-like portions are moved downward. By bending the U-shaped portion along the lower surface of the first reinforcing bar, both male threaded portions protrude upward from the second reinforcing bar, and then both male threaded portions are inserted into both insertion holes of the fastening plate. Then, by fastening each with a nut, both thin plate-like portions that engage with the lower surface of the first rebar and the second rebar The intersection of the first reinforcing bar and a second reinforcing bar in a state of being sandwiched between the fastening plate U-shaped bent portion of the U-bolt which engages the upper surface can be firmly fastened.

そして、1本のUボルト及びナットと締結プレートのみで構成されるため、部品点数の削減によるコストダウンが可能であると共に、部品点数が少ないため鉄筋交差部への取り付けが容易であり、かつ、2個のナットの螺合・締結作業ですむため、作業性を向上させることができるようになるという効果が得られる。   And since it is composed of only one U bolt and nut and fastening plate, it is possible to reduce the cost by reducing the number of parts, and since the number of parts is small, it is easy to attach to the reinforcing bar intersection, and Since it is only necessary to screw and fasten the two nuts, the workability can be improved.

また、UボルトにおけるU字状折曲部における円弧の直径以下であれば、直径の異なる複数種類の鉄筋の固定が可能であるため、コストダウンが可能になる。   Moreover, if it is below the diameter of the circular arc in the U-shaped bending part in a U volt | bolt, since several types of reinforcing bars from which a diameter differs can be fixed, cost reduction will be attained.

また、Uボルトは使用状態では立体的で互いに絡み易い形状になるが、使用前の状態では通常のUボルトと同様の平面的であるため、互いに絡むことで作業性を悪化させることもない。   In addition, the U-bolts are three-dimensional and easy to entangle with each other in the used state. However, since the U-bolts are planar in the same state as a normal U-bolt before use, the workability is not deteriorated by entwining each other.

請求項2記載の高負荷用鉄筋交差部締結具では、上述のように、肉薄板状部が焼き鈍し加工されることにより、両肉薄板状部を下方の第1鉄筋の下面に沿ってU字状に折曲させる作業を楽に行うことができるようになるため、労力の低減と作業性の向上が図れるようになる。   In the high load reinforcing bar intersection fastener according to claim 2, as described above, the thin plate-like portions are annealed, so that both thin plate-like portions are U-shaped along the lower surface of the lower first reinforcing bar. Therefore, it is possible to easily perform the bending work, so that labor can be reduced and workability can be improved.

以下にこの発明の実施例を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

まず、この実施例の高負荷用鉄筋交差部締結具を図面に基づいて説明する。
図1はこの実施例の高負荷用鉄筋交差部締結具を示す使用状態の平面図、図2は同使用状態の正面図、図3は図1のA矢視図、図4はUボルトの製造工程図、図5は締結プレートを示す斜斜視図、図6〜8は交差部締結工程図である。
First, the high load reinforcing bar crossing fastener of this embodiment will be described with reference to the drawings.
FIG. 1 is a plan view of a use state showing a high load reinforcing bar crossing fastener of this embodiment, FIG. 2 is a front view of the use state, FIG. 3 is a view taken in the direction of arrow A in FIG. FIG. 5 is a perspective view illustrating a fastening plate, and FIGS. 6 to 8 are cross-section fastening process diagrams.

この高負荷用鉄筋交差部締結具は、1本のUボルト1と、2個のナット2と、締結プレート3とで構成されている。   This high load reinforcing bar intersection fastener is composed of one U-bolt 1, two nuts 2, and a fastening plate 3.

さらに詳述すると、前記Uボルト1は、図4(ハ)に示すように、その両端部にナット2が螺合される雄ねじ部11、11が形成され、この両端雄ねじ部11、11とU字状折曲部12との間に該U字状折曲部12の折曲方向とは略直交する方向へ折曲可能な肉薄板状部13、13が形成されている。
そして、この肉薄板状部13、13は焼き鈍し加工することによって折曲し易くなっている。
More specifically, as shown in FIG. 4 (c), the U bolt 1 is formed with male screw portions 11, 11 into which nuts 2 are screwed at both ends thereof. Thin plate-like portions 13 and 13 that can be bent in a direction substantially orthogonal to the bending direction of the U-shaped bent portion 12 are formed between the character-shaped bent portion 12 and the bent portion 12.
And these thin plate-shaped parts 13 and 13 are easy to bend | fold by annealing and processing.

また、上述の構成のUボルト1は、図4(イ)に示すように、鉄等の金属棒状体の両端部に雄ねじ部11、11をねじ切り形成したものを、図4(ロ)に示すように、中央から折曲してU字状折曲部12を形成し、次いで、図4(ハ)に示すように、両端雄ねじ部11、11とU字状折曲部12との間の金属棒状体をプレス等で潰して肉薄板状部13、13を形成した後、この肉薄板状部13、13のみ、またはU字状折曲部12を含めて焼き鈍しすることにより製造される。   Moreover, as shown in FIG. 4 (a), the U-bolt 1 having the above-described configuration is shown in FIG. As shown in FIG. 4C, the U-shaped bent portion 12 is bent between the center male screw portions 11 and 11 and the U-shaped bent portion 12. After the metal rod-like body is crushed with a press or the like to form the thin plate-like portions 13 and 13, only the thin plate-like portions 13 and 13 or the U-shaped bent portion 12 is annealed.

また、前記該締結プレート3は、図5に示すように、鉄等の金属板状体で、Uボルト1の両端雄ねじ部11、11を挿通可能な挿通孔31、31が形成された構造になっている。   Further, as shown in FIG. 5, the fastening plate 3 is a metal plate-like body such as iron and has a structure in which insertion holes 31, 31 through which both end male screw portions 11, 11 of the U bolt 1 can be inserted are formed. It has become.

次に、実施例の作用・効果を説明する。
この実施例の高負荷用鉄筋交差部締結具では、上述のように構成されるため、
まず、図6に示すように、交差された上方の第2鉄筋5に対しUボルト1のU字状折曲部12を上方から係合させた状態で、図7に示すように、両肉薄板状部13、13を下方の第1鉄筋4の下面に沿ってU字状に折曲させることにより、両雄ねじ部11、11を第2鉄筋5の上方へ突出させた状態とし、次に、図8に示すように、両雄ねじ部11、11を締結プレート3の両挿通孔31、31に挿通してそれぞれナット2、2で締結することにより、第1鉄筋4の下面に係合する両肉薄板状部13、13と第2鉄筋5の上面に係合するUボルト1のU字状折曲部12と締結プレート3との間に挟持される状態で第1鉄筋4と第2鉄筋5の交差部を強固に締結固定することができる。
Next, functions and effects of the embodiment will be described.
In the high load reinforcing bar intersection fastener of this embodiment, because it is configured as described above,
First, as shown in FIG. 7, in a state where the U-shaped bent portion 12 of the U bolt 1 is engaged from above with the intersecting upper second reinforcing bar 5, as shown in FIG. The thin plate-like portions 13 and 13 are bent in a U shape along the lower surface of the lower first reinforcing bar 4 so that both male screw portions 11 and 11 protrude above the second reinforcing bar 5. As shown in FIG. 8, both male screw portions 11, 11 are inserted into both insertion holes 31, 31 of the fastening plate 3 and fastened with nuts 2, 2 to engage with the lower surface of the first rebar 4. The first rebar 4 and the second rebar 4 are sandwiched between the U-shaped bent portion 12 of the U-bolt 1 and the fastening plate 3 that are engaged with the thin plate-like portions 13 and 13 and the upper surface of the second rebar 5. The intersection of the reinforcing bars 5 can be firmly fastened and fixed.

なお、両肉薄板状部13、13を下方の第1鉄筋4の下面に沿ってU字状に折曲させる作業は工具を使用しなくても可能であるが、パイプを雄ねじ部11に装着して折曲させるようにしてもよい。   It is possible to bend the thin plate-like portions 13 and 13 into a U shape along the lower surface of the lower first rebar 4 without using a tool, but the pipe is attached to the male screw portion 11. Then, it may be bent.

そして、1本のUボルト1及びナット2、2と締結プレート3のみで構成されるため、部品点数の削減によるコストダウンが可能であると共に、部品点数が少ないため鉄筋交差部への取り付けが容易であり、かつ、2個のナット2、2の螺合・締結作業ですむため、作業性を向上させることができるようになるという効果が得られる。   And since it is composed of only one U-bolt 1 and nuts 2 and 2 and the fastening plate 3, it is possible to reduce the cost by reducing the number of parts, and since the number of parts is small, it is easy to attach to the reinforcing bar intersection. In addition, since the two nuts 2 and 2 can be screwed and fastened, the workability can be improved.

また、Uボルト1におけるU字状折曲部12における円弧の直径以下であれば、直径の異なる複数種類の鉄筋の固定が可能であるため、コストダウンが可能になる。   Moreover, if it is below the diameter of the circular arc in the U-shaped bending part 12 in the U volt | bolt 1, since it can fix several types of reinforcing bars from which a diameter differs, cost reduction will be attained.

また、Uボルト1は、使用状態では図1〜3に示すように立体的で互いに絡み易い形状になるが、使用前の状態では図4(ハ)に示すように通常のUボルトと同様の平面的であるため、互いに絡むことで作業性を悪化させることもない。   In addition, the U-bolt 1 is three-dimensional and easily entangled with each other as shown in FIGS. 1 to 3 in the use state, but in the state before use, the same as the normal U-bolt as shown in FIG. Since it is flat, workability is not deteriorated by being entangled with each other.

また、肉薄板状部13、13が焼き鈍し加工されることにより、両肉薄板状部13、13を下方の第1鉄筋4の下面に沿ってU字状に折曲させる作業を楽に行うことができるようになるため、労力の低減と作業性の向上が図れるようになる。   Moreover, the thin plate-like portions 13 and 13 are annealed, so that the operation of bending the thin plate-like portions 13 and 13 into a U shape along the lower surface of the lower first reinforcing bar 4 can be easily performed. As a result, it is possible to reduce labor and improve workability.

以上本実施例を説明してきたが、本発明は上述の実施例に限られるものではなく、本発明の要旨を逸脱しない範囲の設計変更等があっても、本発明に含まれる。   Although the present embodiment has been described above, the present invention is not limited to the above-described embodiment, and design changes and the like within a scope not departing from the gist of the present invention are included in the present invention.

例えば、実施例では肉薄板状部13、13を折曲し易くするために焼き鈍し加工したが、その他に、肉薄板状部13、13の肉厚を薄くすることで折曲し易くすることができる。   For example, in the embodiment, the thin plate-like portions 13 and 13 are annealed in order to make them easy to bend. However, by making the thickness of the thin plate-like portions 13 and 13 thinner, the thin plate-like portions 13 and 13 can be easily bent. it can.

実施例の高負荷用鉄筋交差部締結具を示す使用状態の平面図である。It is a top view of the use condition which shows the reinforcing bar crossing part fastener for heavy loads of an Example. 実施例の高負荷用鉄筋交差部締結具を示す使用状態の正面図である。It is a front view of the use condition which shows the reinforcing bar crossing part fastener for heavy loads of an Example. 図1のA矢視図である。It is A arrow directional view of FIG. 実施例の高負荷用鉄筋交差部締結具を示すUボルトの製造工程図である。It is a manufacturing-process figure of the U volt | bolt which shows the reinforcing bar cross | intersection part fastener for heavy loads of an Example. 実施例の高負荷用鉄筋交差部締結具の締結プレートを示す斜斜視であるIt is a perspective view which shows the fastening plate of the reinforcing bar crossing part fastener for heavy loads of an Example. 実施例の高負荷用鉄筋交差部締結具を示す交差部締結工程図である。It is a crossing part fastening process figure which shows the reinforcing bar crossing part fastener for heavy loads of an Example. 実施例の高負荷用鉄筋交差部締結具を示す交差部締結工程図である。It is a crossing part fastening process figure which shows the reinforcing bar crossing part fastener for heavy loads of an Example. 実施例の高負荷用鉄筋交差部締結具を示す交差部締結工程図である。It is a crossing part fastening process figure which shows the reinforcing bar crossing part fastener for heavy loads of an Example. 従来例1の鉄筋交差部締結具を示す断面図である。It is sectional drawing which shows the reinforcing bar crossing fastener of the prior art example 1. 従来例2の高負荷用鉄筋交差部締結具を示す正面図であるIt is a front view which shows the reinforcing bar crossing part fastener for high loads of the prior art example 2. 従来例2の高負荷用鉄筋交差部締結具を示す側面図であるIt is a side view which shows the reinforcing bar crossing part fastener for high loads of the prior art example 2.

符号の説明Explanation of symbols

1 Uボルト
11 雄ねじ部
12 U字状折曲部
13 肉薄板状部
2 ナット
3 締結プレート
31 挿通孔
4 第1鉄筋
5 第2鉄筋
DESCRIPTION OF SYMBOLS 1 U bolt 11 Male thread part 12 U-shaped bending part 13 Thin plate-shaped part 2 Nut 3 Fastening plate 31 Insertion hole 4 1st reinforcing bar 5 2nd reinforcing bar

Claims (2)

第1鉄筋と第2鉄筋の交差部を強固に締結固定する高負荷用鉄筋交差部締結具であって、1本のUボルト及びナットと締結プレートとで構成され、
該締結プレートは、前記Uボルトの両端雄ねじ部を挿通可能な挿通孔が形成され、
前記Uボルトは、その両端雄ねじ部とU字状折曲部との間に該U字状折曲部の折曲方向とは略直交する方向へ折曲可能な肉薄板状部が形成されていることを特徴とする高負荷用鉄筋交差部締結具。
A high load reinforcing bar crossing fastener for firmly fastening and fixing a crossing part of a first reinforcing bar and a second reinforcing bar, which is composed of one U bolt and nut and a fastening plate,
The fastening plate is formed with an insertion hole through which both ends of the U bolt can be inserted.
The U-bolt has a thin plate-like portion that can be bent in a direction substantially perpendicular to the bending direction of the U-shaped bent portion between the male screw portions at both ends and the U-shaped bent portion. A high load reinforcing bar crossing fastener, characterized by being.
前記肉薄板状部が焼き鈍し加工されていることを特徴とする請求項1に記載の高負荷用鉄筋交差部締結具。   2. The high load reinforcing bar crossing fastener according to claim 1, wherein the thin plate-like part is annealed.
JP2006172684A 2006-06-22 2006-06-22 High load rebar crossing fasteners Active JP4804239B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103255879A (en) * 2013-04-28 2013-08-21 昆山生态屋建筑技术有限公司 Cross-shaped overlapping buckle

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104067428B (en) 2012-01-17 2017-03-08 丰田自动车株式会社 Fuel cell system

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6128848U (en) * 1984-07-27 1986-02-21 有限会社 立田鉄筋工業所 Clips for temporary assembly of reinforcing bars
US5073869A (en) * 1989-08-25 1991-12-17 Titan Linkabit Corporation Suppression of spurious frequency components in direct digital frequency synthesizer
JPH1037387A (en) * 1996-07-18 1998-02-10 Zenitaka Corp Reinforcement fastening tool
JP2003184223A (en) * 2001-12-18 2003-07-03 Taiyo Kiso Kk Fastener for reinforcements

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103255879A (en) * 2013-04-28 2013-08-21 昆山生态屋建筑技术有限公司 Cross-shaped overlapping buckle
CN103255879B (en) * 2013-04-28 2016-08-10 昆山生态屋建筑技术有限公司 Cross-lap joint button

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