JP3914897B2 - Reinforcing bar fixing bracket, reinforcing bar rod, method for installing reinforcing bar rod, and method for assembling reinforcing bar rod - Google Patents

Reinforcing bar fixing bracket, reinforcing bar rod, method for installing reinforcing bar rod, and method for assembling reinforcing bar rod Download PDF

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JP3914897B2
JP3914897B2 JP2003152728A JP2003152728A JP3914897B2 JP 3914897 B2 JP3914897 B2 JP 3914897B2 JP 2003152728 A JP2003152728 A JP 2003152728A JP 2003152728 A JP2003152728 A JP 2003152728A JP 3914897 B2 JP3914897 B2 JP 3914897B2
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reinforcing bar
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JP2004353314A (en
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徹 渡辺
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株式会社泉州イワタニ
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Description

【0001】
【発明の属する技術分野】
本発明は、コンクリートで構築される場所打ち杭や地中連続壁などの構造体の補強に用いられる鉄筋籠の組み立て用の鉄筋固定用金具鉄筋固定用金具により鉄筋の交差部が固定された鉄筋籠鉄筋籠の建込方法、及び鉄筋籠の組立方法に関し、さらに詳しくは、特に鉄筋籠補強用の帯状板と棒状筋との交差部の固定に好適な鉄筋固定用金具鉄筋固定用金具を用いた鉄筋籠、鉄筋固定用金具の繰り返し使用を行うための鉄筋籠の建込方法、及び鉄筋籠の組立方法に関する。
【0002】
【従来の技術】
コンクリートで構築される場所打ち杭や地中連続壁には、コンクリート構造体の補強を行うために、多数の鉄筋を格子状に組み合わせることにより、円筒状に形成された鉄筋籠と呼ばれる組立体が用いられる。
【0003】
図5は、従来の鉄筋籠の構造の1例を示す全体図である。図5に示したように、鉄筋籠100は、通常、円周上の中心軸方向に配列された多数の主筋101と、主筋101にほぼ直交する多数のフープ筋102とを含んで構成されており、主筋101とフープ筋102との交差部は、鉄線結束、溶接等により接合されている。この鉄筋籠100は大きいものが多く、直径が0.6mないし数m、長さは1籠当たり12mに及ぶものもあり、また、主筋101の径は一般に19〜35mm程度はある。そのため、鉄筋籠100全体の重量は極めて重くなる場合が多い。
【0004】
このように鉄筋籠100は全体の重量が重いため、例えば場所打ち杭に用いられる場合には、鉄筋籠100の建込み場所の近くに組立に必要な場所が確保できる時には、建込み場所の近くで組み立てを行い、建込み場所まで搬送し、吊り上げて掘削孔に建込むという作業方法が採られている。
【0005】
一方、組立に必要な場所が確保できない場合には別の場所で組立を行い、建込み場所まで搬送して建込む方法が採られる。このような組立、搬送、建込みの過程で、鉄筋籠100の剛性が十分でない場合には、搬送や吊り上げの際に、鉄筋籠100が少しの衝撃を受けても型くずれを起こし、使い物にならなくなる。したがって、鉄筋籠100の剛性を高める対策が採られており、図5に示したように、補強部材104、105により補強する方法が採られている。
【0006】
このような補強部材104、105を用いない方法も提案されており、主筋101とフープ筋102との交差部の溶接部を特殊な金具を用いて強化する方法(例えば、特開平7−62650号公報)などが提案されている。
【0007】
上記のような補強方法のほかに、帯状板による補強方法がある。
図6は、従来の帯状板により補強された鉄筋籠を示す要部拡大斜視図である。図6に示したように、帯状板103は、鉄筋籠100の内側から主筋101に接し、主筋101との交差部で主筋101に固定されている。なお、通常、帯状板103同士の間隔は約2〜3mに設定されている。補強に帯状板103が用いられる場合、鉄筋籠100の内側から主筋101に固定されるのは、そのような形態が、鉄筋籠100の剛性の向上にもっとも効果的なためである。
【0008】
上記主筋101とフープ筋102との交差部、主筋101と帯状板103との交差部は、いずれも溶接により接合することが可能である。しかし、工事現場における溶接による接合は、季節や天候による溶接強度のばらつき、溶接技術者の熟練度によるばらつきなどを含む恐れがあり、鉄筋籠100の剛性にばらつきが出る可能性が高い。また、年月の経過とともに溶接部の強度低下が起こりやすいことも指摘されている。
【0009】
したがって、交差部の接合、固定の信頼性を高めるために、溶接の代わりに、作業ばらつきの少ない図6に示した鉄筋固定用金具108を用いる鉄筋籠の組立方法も採用されている。特に、補強材である帯状板103と主筋101との交差部に鉄筋固定用金具108を用いることが効果的とされている。
【0010】
図7は、本発明者が先に発明し、特開2002−106113号公報に開示された鉄筋固定用金具108を示す斜視図である。鉄筋固定用金具108を用いれば主筋101と帯状板(補強リング)103とを、簡単な作業で確実に固定することができる。この鉄筋固定用金具108は、図7に示したように、「板状体109がU字状に折り返され、左、右側片が形成されたものであって、U字状折曲部が主筋挿入部となり、この主筋挿入部の長さ方向中間部より端部にかけてさらに左、右側片が延設されて突片110が形成され、この突片110の延設一側縁より補強材(帯状板103)挿入用の切欠111が設けられ、前記主筋挿入部に固定用ボルト112が螺着される」ものである。
【0011】
【特許文献1】
特開平7−62650号公報
【特許文献2】
特開2002−106113号公報
【0012】
【発明が解決しようとする課題】
上記の鉄筋固定用金具108は、主筋101と帯状板(補強材、補強リング)103との交差部を確実に固定することが可能であり、鉄筋籠100を効果的に補強できるという優れた特質を有している。ただし、図7から明らかなように、固定用ボルト112の頭部が鉄筋籠100の外側に位置するので、コンクリートの補強材としてコンクリート構造体に埋め込まれた状態では、固定用ボルト112の頭部におけるコンクリートの肉厚が他の部分よりも薄くなる。したがって、固定用ボルト112の長さを極力短くするという対策が必要であった。また、固定用ボルト112の先端部で主筋101を締め付ける構造であるため、固定用ボルト112の先端部と主筋101との接触面積が狭く、さらには固定用ボルト112により主筋101を損傷する虞があった。
【0013】
本発明は、上記課題に鑑みなされたものであって、鉄筋籠などの主筋(以下、「棒状筋」と記す)と補強用の帯状板との交差部を、強固、確実に固定可能で、主筋を傷付けることがなく、しかも鉄筋籠の外側にボルトの頭部が位置することがない鉄筋固定用金具を提供すること、また鉄筋籠などを建込む際に鉄筋籠と掘削孔の内壁との間隔を所定の値に調節することが容易なスぺーサとスぺーサの取り付け、取り外しが容易な鉄筋固定用金具を提供すること、さらにはこれらの鉄筋固定用金具を用いて組み立てられた剛性が高く品質が安定した鉄筋籠を提供すること、経済性に優れた鉄筋籠の建込方法、及びこれらの鉄筋固定用金具を用いた鉄筋籠の組立方法を提供することを目的としている。
【0014】
【課題を解決するための手段および効果】
上記目的を達成するため、本発明に係る鉄筋固定用金具(1)は、棒状筋と帯状板との交差部を固定する鉄筋固定用金具であって、前記帯状板を上下方向に挟んで位置し、前記棒状筋挿入用C形切り欠け部を有する棒状筋把持部と、前記2つの棒状筋把持部を連結すると共に前記棒状筋と前記帯状板との交差部を締め付けるためのボルト螺合用ねじ孔が形成されたねじ孔板部と、お椀形状をした頭部、長さ方向の一端側が前記頭部の内側に接合された軸部、前記棒状筋把持部に固定され、前記軸部を挿通させるための軸受け、及び前記軸部に挿通され、前記頭部の前記軸受けからの突出長さを規定する管状部材を有する鉄筋籠用スペーサとを備えていることを特徴としている。
【0015】
上記鉄筋固定用金具(1)によれば、前記棒状筋と前記帯状板との交差部を固定する際に、前記2つの棒状筋把持部が前記棒状筋を把持するように該棒状筋と前記帯状板との交差部に嵌め込まれ、前記ねじ孔板部が帯状板の内側に位置するようにセットされる。その後、前記ねじ孔板部にボルトがセットされ、ボルトにより前記帯状板を締め付けることによって、前記交差部が固定される。
【0016】
したがって、ボルトの頭部がリング状に巻かれた帯状板の内側に位置し、リングの外側に出ることがなく、前記鉄筋固定用金具が鉄筋籠などに用いられ、該鉄筋籠で補強されたコンクリート構造体が構築された場合に、ボルトの頭部に起因するコンクリートの薄肉部が生じることがない。また、ボルトの先端面で前記帯状板を前記棒状筋に対して押し付けることになるので、ボルトにより前記棒状筋を損傷する虞もなく、しかも高い固定力を得ることができる。さらに、鉄筋籠などの組み立ての際の補強用の帯状板の固定に用いられる前記鉄筋固定用金具は、鉄筋籠などの建込時に取り外し、繰り返し使用することも可能であり、経済性に優れている。
また、前記軸受けが前記棒状筋把持部に固定されているので、前記軸部を前記軸受けに差し込むだけで、極めて容易に前記鉄筋籠用スぺーサを鉄筋固定用金具を介して鉄筋籠に取り付けることができる。しかも前記管状部材を使用することにより、前記頭部の前記鉄筋籠からの突出長さを簡単に調整することができる。
【0017】
また本発明に係る鉄筋固定用金具(2)は、上記鉄筋固定用金具(1)において、前記ねじ孔板部に前記ボルト螺合用ねじ孔を補強するナットが固着されていることを特徴としている。
上記鉄筋固定用金具(2)によれば、前記帯状板に対する締め付け力、すなわち前記棒状筋と前記帯状板に対する締め付け力をさらに高めることができる。また、予め前記ナットにボルトを装着しておき、その状態で前記棒状筋と前記帯状板との交差部に嵌め込むこともできるので、工事現場における取り扱い性を向上させることができる。さらに、鉄筋固定用金具を繰り返し使用する際の取り扱い性も向上させることができる。
【0018】
また本発明に係る鉄筋固定用金具(3)は、棒状筋と帯状板との交差部を固定する鉄筋固定用金具であって、前記帯状板を上下方向に挟んで位置し、前記棒状筋挿入用C形切り欠け部を有する棒状筋把持部と、前記2つの棒状筋把持部を連結すると共に前記棒状筋と前記帯状板との交差部を締め付けるためのボルトを貫通させる貫通孔が形成された連結板部と、前記連結板部の前記貫通孔と連通する位置に固着された前記ボルト螺合用のナットと、お椀形状をした頭部、長さ方向の一端側が前記頭部の内側に接合された軸部、前記棒状筋把持部に固定され、前記軸部を挿通させるための軸受け、及び前記軸部に挿通され、前記頭部の前記軸受けからの突出長さを規定する管状部材を有する鉄筋籠用スペーサとを備えていることを特徴としている。
上記鉄筋固定用金具(3)によれば、上記鉄筋固定用金具(1)が有する効果、及び上記鉄筋固定用金具(2)が有する効果と同様の効果を得ることができる。
【0021】
また本発明に係る鉄筋固定用金具(4)は、上記鉄筋固定用金具(1)〜(3)のいずれかにおいて、前記鉄筋籠用スペーサが、長さの異なる複数種の管状部材を含んで構成されていることを特徴としている。
上記鉄筋固定用金具(4)によれば、前記管状部材を選択、組み合わせて前記軸部に差し込むことにより、前記頭部の前記鉄筋籠からの突出長さを広い範囲で簡単に調整することができる。
【0023】
また本発明に係る鉄筋籠(1)は、中心軸の周囲に該中心軸方向とほぼ平行に配列された複数の棒状筋と、前記中心軸とほぼ直交する円周方向に配置され、前記複数の棒状筋と交差部を有する複数のフープ筋とを含んで構成された鉄筋籠であって、前記棒状筋の内側に配置され、これら棒状筋と交差部を有する補強用の帯状板を備え、前記棒状筋と前記フープ筋との交差部が、溶接またはクリップ金具で固定され、前記棒状筋と前記帯状板との交差部が、上記鉄筋固定用金具(1)〜()のいずれかの鉄筋固定用金具によって締め付けられていることを特徴としている。
【0024】
上記鉄筋籠(1)によれば、補強筋である帯状板が、上記鉄筋固定用金具(1)〜()のいずれかによって、主筋である棒状筋に対して締め付けられているので、前記棒状筋と前記帯状板との交差部が強固に固定される。したがって、前記帯状板による前記鉄筋籠などの補強効果が極めて高いので、剛性の高い組立体を得ることができる。また、固定用のボルトが鉄筋籠などの内側に位置するので、ボルト頭部が鉄筋籠などの外周部より外側に出ることがない。そのために、前記鉄筋籠などを補強体としてコンクリート構造体を構築した際に、該構造体の表面と前記鉄筋籠との間に、前記固定用ボルトに起因する薄肉部が生じる虞がない。また前記固定用ボルトにより前記棒状筋が傷付けられることがないので、強固な鉄筋籠を提供することができる。
【0025】
また本発明に係る鉄筋籠(2)は、上記鉄筋籠(1)において、前記棒状筋と前記帯状板との交差部のうち、1周につき少なくとも4箇所が、上記鉄筋固定用金具(1)〜()のいずれかによって固定されていることを特徴としている。
上記鉄筋籠(2)によれば、鉄筋籠用スぺーサが極めて簡単に取り付けられる前記鉄筋固定用金具が用いられているので、掘削孔に鉄筋籠を建て込む際に、掘削孔の内壁と鉄筋籠の外周部との間隔を、設定した距離に正確に合わせることができる鉄筋籠用スぺーサを取り付けながら前記掘削孔に前記鉄筋籠を建て込むことができる。また、前記頭部の前記鉄筋籠からの突出長さを広い範囲で簡単に調整することができるので、掘削孔の内壁と鉄筋籠の外周部との間隔を任意に選択することができる。
【0026】
また本発明に係る鉄筋籠の建込方法(1)は、上記鉄筋籠(1)または(2)を掘削孔へ建込む際に、前記棒状筋と前記帯状板とを固定している前記鉄筋固定用金具のうちの一部を取り外し回収した後、前記鉄筋籠を前記掘削孔に挿入することを特徴としている。
上記鉄筋籠の建込方法(1)によれば、前記鉄筋固定用金具を繰り返し使用することができるので、鉄筋籠の組み立てコストを削減することができる。
また本発明に係る鉄筋籠の組立方法(1)は、中心軸の周囲に該中心軸方向とほぼ平行に複数の棒状筋を配列する工程と、前記中心軸とほぼ直交する円周方向に、前記複数の棒状筋と交差するように複数のフープ筋を配置する工程と、前記棒状筋の内側に、これら棒状筋と交差するように補強用の帯状板を配置する工程と、前記棒状筋と前記フープ筋との交差部を、溶接またはクリップ金具で固定する工程と、前記棒状筋と前記帯状板との交差部を上記鉄筋固定用金具(1)〜()のいずれかにより締め付ける工程とを含むことを特徴としている。
上記鉄筋籠の組立方法(1)によれば、補強筋である帯状板が、上記鉄筋固定用金具(1)〜()のいずれかによって、主筋である棒状筋に対して締め付けられるので、前記棒状筋と前記帯状板との交差部が強固に固定される。したがって、前記帯状板による前記鉄筋籠などの補強効果が極めて高いので、剛性の高い組立体を得ることができる。また、固定用のボルトが鉄筋籠などの内側に位置するので、ボルト頭部が鉄筋籠などの外周部より外側に出ることがない。そのために、前記鉄筋籠などを補強体としてコンクリート構造体を構築した際に、該構造体の表面と前記鉄筋籠との間に、前記固定用ボルトに起因する薄肉部が生じる虞がない。また前記固定用ボルトにより前記棒状筋が傷付けられることなく、強固な鉄筋籠を組み立てることができ、また、前記鉄筋籠用スぺーサを極めて簡単に鉄筋固定用金具を介して鉄筋籠に取り付けることができる。
【0027】
【発明の実施の形態】
以下、本発明の実施の形態に係る鉄筋固定用金具鉄筋籠、鉄筋籠の建込方法、及び鉄筋籠の組立方法を図面に基づいて説明する。
図1は、実施の形態に係る鉄筋固定用金具を使用して鉄筋と補強部材との交差部を固定する態様を示した斜視図である。
【0028】
図1に示したように、固定する対象は鉄筋としての棒状筋1と補強部材としての大きなリング形状(図1には固定部近傍のみを図示)をした帯状板2であり、両者は交差部でほぼ直交しており、この交差部が鉄筋固定用金具10により固定される。
【0029】
鉄筋固定用金具10は、帯状板2を上下方向に挟んで位置し、棒状筋1を挿入させるためのC形切り欠け部3aを有する棒状筋把持部3と、これら2つの棒状筋把持部3を連結するねじ孔板部4とを備えている。ねじ孔板部4の略中央部には棒状筋1と帯状板2との交差部を締め付けるボルト5を螺合させるためのねじ孔4aが形成されている。
【0030】
また棒状筋把持部3の上面には鉄筋籠用スぺーサ6を構成する軸受け6cが固定されている。鉄筋籠用スぺーサ6は、お椀形状をした頭部6aと、長さ方向の一端側が頭部6aの内側に接合された軸部6bと、軸部6bが挿通され、鉄筋固定用金具10に取り付けられる軸受け6cと、軸部6bに挿通され、頭部6aの軸受け6cからの突出長さを規定する管状部材6dとを備えている。
【0031】
鉄筋籠用スぺーサ6は軸部6bを軸受け6cに差し込むだけで簡単に鉄筋固定用金具10に取り付けることができる。しかも管状部材6dは長さの異なる複数種の管状部材6d1、6d2、6d3が用意されており、これら管状部材6d1、6d2、6d3を選択、組み合わせて軸部6bに差し込むだけで、頭部6aの鉄筋籠20からの突出長さを広い範囲で簡単に調整することができるようになっている。
【0032】
鉄筋固定用金具10を棒状筋1と帯状板2との交差部に取り付け、棒状筋1と帯状板2との交差部を締め付ける際には、鉄筋固定用金具10の2つの棒状筋把持部3を帯状板2を上下方向に挟んで棒状筋1を把持する位置に位置させる。この際、鉄筋固定用金具10のねじ孔板部4が帯状板2の内側(リング形状の中心側)に位置するようにセットする。次に、ねじ孔板部4のねじ孔4aにボルト5を装着し、その後、ボルト5を回動させて帯状板2と棒状筋1との交差部を締め付けることによって、棒状筋1と帯状板2とを固定する。
【0033】
このように固定すれば、ボルト5の頭部は、リング状の帯状板2の内側に位置し、帯状板2の外側に出ることがない。また、ボルト5の先端部の「面」で帯状板2を棒状筋1に対して押し付けることになるので、高い固定力を得ることができ、さらにはボルト5により、棒状筋1が損傷を受けることもない。ボルト5は必ずしも予めねじ孔板部4に装着しておく必要はないが、現場での作業性を考慮すると、ボルト5を予めねじ孔板部4に装着しておくことが望ましい。
【0034】
また鉄筋籠用スぺーサ6は、例えば鉄筋籠20を掘削孔に建込む場合に、掘削孔の内壁と鉄筋籠20の外周部との間隔を設定距離に調節するために用いられるものであり、掘削孔の内壁と鉄筋籠20の外周部との間隔を、長さの異なる複数種の管状部材6d1、6d2、6d3を選択、組み合わせて軸部6bに差し込むことによって極めて簡単に広い範囲で調節することができる。
【0035】
図3は、実施の形態(2)に係る鉄筋固定用金具の構成を示す斜視図である。実施の形態(2)に係る鉄筋固定用金具30のねじ孔板部4には、ねじ孔7aを有するねじ孔部材としてのナット7が接合されている。このナット7にボルト5を螺合して締め付けることにより、棒状筋1と帯状板2との交差部を固定する。この場合、ねじ孔板部4にはねじ孔4aを形成する必要はなく、ねじ孔4aに代わり普通の貫通孔(図示せず)を形成しておけばよい。ねじ孔板部4へのナット7の接合は溶接により行われている。このような接合方法を採ることによって、ねじ孔板部4へナット7を強固に接合することができ、かつ接合強度のばらつきが少ない接合を行うことができる。
【0036】
図4は、本発明の実施の形態に係る鉄筋籠の構造を説明するための図であり、(a)は鉄筋籠の部分斜視図、(b)は棒状筋とフープ筋との固定に用いられるクリップ金具の斜視図、(c)は棒状筋とフープ筋との交差部がクリップ金具で固定されている状態を示す斜視図である。
【0037】
図4に示したように、実施の形態に係る鉄筋籠20は、縦筋である複数の棒状筋1の周りに複数のフープ筋8が巻かれており、棒状筋1とフープ筋8とのそれぞれの交差部が、溶接またはクリップ金具9によって固定されることによって組み立てられている。そして、複数のフープ筋8の間に、帯状板2が鉄筋籠20の内側から棒状筋1に接するように巻き付けられており、棒状筋1と帯状板2との交差部は、実施の形態に係る鉄筋固定用金具10、30(図4には図示せず)のいずれかによって固定される。
【0038】
ただし、棒状筋1と帯状板2との交差部すべてが実施の形態に係る鉄筋固定用金具10、30のいずれかによって固定されている必要はなく、鉄筋籠20の全体の剛性や経済性を考慮し、鉄筋固定用金具10、30を用いる交差部を決定すればよい。
【0039】
図4(b)は、棒状筋1とフープ筋8との交差部を固定するのに使用されるクリップ金具の1例を示す斜視図である。クリップ金具9は図示した態様に限定されるものではなく、交差部を固定することができるものであれば、いずれのタイプのものでもよい。図4(b)に示したクリップ金具9を使用して交差部を固定した場合には、棒状筋1とフープ筋4とクリップ金具9との関係は、図4(c)に示した態様となる。
【0040】
実施の形態に係る鉄筋籠20は、補強筋である帯状板2が、実施の形態に係る鉄筋固定用金具10または30によって、主筋である棒状筋1に対して締め付けられているので、交差部が強固に固定される。したがって、帯状板2による補強効果が極めて高いものとなっている。また、締め付け用のボルト5が鉄筋籠20の内側に位置するようになっているので、固定用のボルト5の頭部が鉄筋籠20の外周部より外側に出ることがない。そのために、コンクリートを打ち込み、コンクリート構造体を構築した際に、構造体の表面と鉄筋籠20との間に、固定用ボルト5に起因する薄肉部が生じる恐れがない。
【0041】
棒状筋1とフープ筋8との交差部の固定は、溶接による接合でも、クリップ金具9による固定でもよい。しかし、鉄筋籠20の品質保持および組立性の観点からは、クリップ金具9による固定の方が望ましい。
【0042】
また、実施の形態に係る鉄筋籠20は、帯状板2の1周分を固定する鉄筋固定用金具のうち、少なくとも4箇所にスぺーサ6付きの鉄筋固定用金具10、30が用いられて組み立てられている。この場合、スぺーサ6付きの鉄筋固定用金具10、30は、鉄筋籠20の中心軸を中心として、ほぼ等角度間隔(90度間隔)にある位置に用いられていることが望ましい。また、上下の帯状板2に関してみた場合、合計8箇所のスぺーサ6付きの鉄筋固定用金具10、30が、鉄筋籠20の中心軸を中心として、ほぼ等角度間隔(45度間隔)にある位置に用いられていることが望ましい。
【0043】
スぺーサ6付きの鉄筋固定用金具10、30が用いられた鉄筋籠20によれば、掘削孔に鉄筋籠20を据え付ける場合、掘削孔の内壁と鉄筋籠20の外周部との間隔を、設定した距離に正確に合わせることができる。また、スぺーサ6の頭部6a位置を、長さの異なる複数種の管状部材6d1、6d2、6d3を選択、組み合わせて軸部6bに差し込むことによって極めて簡単に調節することができ、掘削孔の内壁と鉄筋籠20の外周部との間隔を任意に選択することができる。
【0044】
また、実施の形態に係る鉄筋籠20を掘削孔に建込む際には、鉄筋籠20を吊り上げて掘削孔に落とし込んでゆく時に、棒状筋1と帯状板2との交差部を固定している鉄筋固定用金具10、30のいくつかを取り外し、取り外した部分を掘削孔の中に挿入していく。この場合、スぺーサ6付きの鉄筋固定用金具10、30以外はすべて取り外すことが望ましいが、必ずしもすべて取り外す必要はない。取り外した鉄筋固定用金具10、30を再利用することにより、鉄筋籠20の大幅なコスト削減を図ることができる。
【図面の簡単な説明】
【図1】本発明の実施の形態に係る鉄筋固定用金具を使用して鉄筋の交差部を固定する態様を示す要部の斜視図である。
【図2】実施の形態に係る鉄筋籠用スぺーサを示す斜視図である。
【図3】別の実施の形態に係る鉄筋固定用金具の構成を示す斜視図である。
【図4】実施の形態に係る鉄筋籠の構造を説明するための図であり、(a)は鉄筋籠の部分斜視図、(b)は棒状筋とフープ筋との固定に用いられるクリップ金具を示す斜視図、(c)は棒状筋とフープ筋との交差部がクリップ金具で固定されている状態を示す斜視図である。
【図5】従来の鉄筋籠の構造の1例を示す図であり、(a)は鉄筋籠の平面図、(b)は側面図である。
【図6】従来の帯状板で補強された鉄筋籠を示す部分斜視図である。
【図7】従来の主筋と帯状板との鉄筋固定用金具を示す斜視図である。
【符号の説明】
1 棒状筋
2 帯状板
3 棒状筋把持部
4 ねじ孔板部
5 ボルト
6 スペーサ
7 ナット
8 フープ筋
9 クリップ金具
10、30 鉄筋固定用金具
20 鉄筋籠
[0001]
BACKGROUND OF THE INVENTION
The present invention, reinforcing bar fixing brackets for assembling the reinforcing bar cage used for reinforcement of the structure, such as place pile or diaphragm wall constructed with concrete, the intersection of reinforcing bars by rebar fixing clasp fixed reinforcing bar cage, Kenkomi method rebar cage, and to a method of assembling the reinforcing bar cage, more particularly, especially strip-shaped plate with a suitable reinforcing bar fixing brackets to fix the intersection of the rod-like muscle reinforcing bar cage reinforcement, reinforcing bar fixing The present invention relates to a reinforcing bar rod using a metal fitting, a reinforcing bar rod mounting method for repeatedly using a reinforcing bar fixing metal fitting, and a reinforcing rod rod assembling method.
[0002]
[Prior art]
In cast-in-place piles and continuous underground walls constructed of concrete, an assembly called a reinforcing bar rod is formed into a cylindrical shape by combining a number of reinforcing bars in a grid pattern to reinforce the concrete structure. Used.
[0003]
FIG. 5 is an overall view showing an example of the structure of a conventional reinforcing bar rod. As shown in FIG. 5, the reinforcing bar rod 100 is generally configured to include a large number of main bars 101 arranged in the direction of the central axis on the circumference and a large number of hoop bars 102 substantially orthogonal to the main bars 101. The intersection of the main bar 101 and the hoop bar 102 is joined by iron wire binding, welding or the like. The rebar rods 100 are often large, have a diameter of 0.6 to several meters, and have a length of 12 m per rod, and the diameter of the main bar 101 is generally about 19 to 35 mm. For this reason, the weight of the entire reinforcing bar 100 is often extremely heavy.
[0004]
As described above, since the rebar bar 100 is heavy in weight, for example, when it is used for a cast-in-place pile, when a place necessary for assembly can be secured near the position where the rebar bar 100 is built, it is close to the building place. Assembling, transporting to the construction site, lifting and building in the excavation hole is adopted.
[0005]
On the other hand, when a place necessary for assembly cannot be secured, a method of assembling in another place, transporting to a building place, and building is adopted. If the reinforcing bar 100 is not sufficiently rigid during the assembly, transportation, and building process, it will be deformed even if the reinforcing bar 100 receives a slight impact during transportation or lifting. Disappear. Accordingly, measures are taken to increase the rigidity of the reinforcing bar 100, and a method of reinforcing with the reinforcing members 104 and 105 is adopted as shown in FIG.
[0006]
A method that does not use such reinforcing members 104 and 105 has also been proposed, and a method of strengthening the welded portion of the intersection of the main reinforcement 101 and the hoop reinforcement 102 with a special metal fitting (for example, JP-A-7-62650). Publication) etc. are proposed.
[0007]
In addition to the above-described reinforcing method, there is a reinforcing method using a belt-like plate.
FIG. 6 is an enlarged perspective view of a main part showing a reinforcing bar rod reinforced by a conventional belt-like plate. As shown in FIG. 6, the belt-like plate 103 is in contact with the main bar 101 from the inside of the reinforcing bar 100 and is fixed to the main bar 101 at the intersection with the main bar 101. Usually, the interval between the strips 103 is set to about 2 to 3 m. In the case where the strip plate 103 is used for reinforcement, the main bar 101 is fixed from the inside of the reinforcing bar rod 100 because such a configuration is most effective in improving the rigidity of the reinforcing bar rod 100.
[0008]
The intersection between the main reinforcement 101 and the hoop reinforcement 102 and the intersection between the principal reinforcement 101 and the belt-like plate 103 can be joined together by welding. However, welding by welding at a construction site may include variations in welding strength due to the season and weather, variations due to the skill level of the welding engineer, and the like, and there is a high possibility that the rigidity of the reinforcing bar 100 will vary. It has also been pointed out that the strength of the weld tends to decrease with the passage of time.
[0009]
Therefore, in order to improve the reliability of joining and fixing at the intersection, a method for assembling the reinforcing bar rod using the reinforcing bar fixing metal fitting 108 shown in FIG. 6 with less work variation is employed instead of welding. In particular, it is effective to use a reinforcing bar fixing metal fitting 108 at the intersection between the strip-like plate 103 which is a reinforcing material and the main reinforcing bar 101.
[0010]
FIG. 7 is a perspective view showing a reinforcing bar fixing metal fitting 108 which the present inventor previously invented and disclosed in Japanese Patent Laid-Open No. 2002-106113. If the reinforcing bar fixing metal 108 is used, the main reinforcing bar 101 and the belt-like plate (reinforcing ring) 103 can be reliably fixed by a simple operation. As shown in FIG. 7, the metal fitting 108 for reinforcing steel bars is “a plate-like body 109 is folded in a U-shape to form left and right pieces, and a U-shaped bent portion is a main reinforcement. The left and right side pieces are further extended from the intermediate portion in the longitudinal direction of the main muscle insertion portion to the end portion to form a protruding piece 110, and a reinforcing material (band-like shape) is formed from one extended side edge of the protruding piece 110. The plate 103) is provided with a notch 111 for insertion, and a fixing bolt 112 is screwed into the main muscle insertion portion ".
[0011]
[Patent Document 1]
JP-A-7-62650 [Patent Document 2]
Japanese Patent Laid-Open No. 2002-106113
[Problems to be solved by the invention]
The rebar fixing metal fitting 108 is capable of reliably fixing the intersection between the main reinforcing bar 101 and the belt-like plate (reinforcing material, reinforcing ring) 103, and has an excellent characteristic that the reinforcing bar rod 100 can be effectively reinforced. have. However, as is apparent from FIG. 7, the head of the fixing bolt 112 is located outside the reinforcing bar 100, and therefore the head of the fixing bolt 112 is embedded in the concrete structure as a concrete reinforcing material. The wall thickness of the concrete becomes thinner than other parts. Therefore, it is necessary to take a measure to shorten the length of the fixing bolt 112 as much as possible. In addition, since the main bar 101 is tightened by the tip of the fixing bolt 112, the contact area between the tip of the fixing bolt 112 and the main bar 101 is narrow, and there is a possibility that the main bar 101 may be damaged by the fixing bolt 112. there were.
[0013]
The present invention has been made in view of the above-mentioned problems, and the intersection of the main reinforcing bar such as a reinforcing bar rod (hereinafter referred to as “bar-shaped bar”) and the reinforcing strip-shaped plate can be firmly and securely fixed. Providing a reinforcing bar fixing bracket that does not damage the main bars and the bolt heads are not located outside the reinforcing bar rods. Providing spacers that can easily adjust the spacing to a predetermined value and spacers that can be easily installed and removed, and the rigidity that is assembled using these reinforcements An object of the present invention is to provide a reinforcing bar with a high quality and a stable quality, a method for building a reinforcing bar with excellent economic efficiency, and a method for assembling a reinforcing bar using these reinforcing bar fixing brackets .
[0014]
[Means for solving the problems and effects]
In order to achieve the above object, a reinforcing bar fixing metal fitting (1) according to the present invention is a reinforcing bar fixing metal fitting for fixing an intersecting portion between a rod-like reinforcing bar and a belt-like plate, and is positioned so as to sandwich the belt-like plate in the vertical direction. And a screw for screwing a bolt for connecting the rod-like muscle gripping portion having the C-shaped notch for inserting the rod-like muscle and the two rod-like muscle gripping portions and tightening an intersection of the rod-like muscle and the belt-like plate. through a screw hole plate portion hole is formed, the head having a bowl shape, the shaft part whose one end is joined to the inside of the head length direction, is fixed to the rod-shaped muscle gripper, the shaft portion And a reinforcing bar scissor having a tubular member that is inserted through the shaft portion and defines a protruding length of the head from the bearing .
[0015]
According to the rebar fixing metal fitting (1), when fixing the intersecting portion of the bar-shaped bar and the strip-shaped plate, the bar-shaped bar and the bar-shaped bar are arranged so that the two bar-shaped bar gripping parts grip the bar-shaped bar. The screw hole plate part is set so as to be positioned inside the belt-like plate and fitted into the crossing portion with the belt-like plate. Thereafter, a bolt is set on the screw hole plate portion, and the crossing portion is fixed by tightening the belt-like plate with the bolt.
[0016]
Therefore, the head of the bolt is located inside the belt-like plate wound in a ring shape, and does not come out of the ring, and the rebar fixing metal fitting is used for a rebar rod or the like and reinforced with the rebar rod When the concrete structure is constructed, the thin-walled portion of the concrete due to the bolt head does not occur. Further, since the belt-like plate is pressed against the rod-like streak at the front end surface of the bolt, there is no possibility of damaging the rod-like streak by the bolt, and a high fixing force can be obtained. Furthermore, the rebar fixing metal fittings used for fixing the reinforcing strips when assembling the rebar rods can be removed and re-used at the time of building the rebar rods, etc. Yes.
Further, since the bearing is fixed to the rod-like muscle gripping portion, the reinforcing bar scissors can be attached to the reinforcing bar rod very easily via the reinforcing bar fixing bracket simply by inserting the shaft portion into the bearing. be able to. In addition, by using the tubular member, it is possible to easily adjust the protruding length of the head from the reinforcing bar rod.
[0017]
Further, the reinforcing bar fixing bracket (2) according to the present invention is characterized in that, in the reinforcing bar fixing bracket (1), a nut for reinforcing the bolt screwing screw hole is fixed to the screw hole plate portion. .
According to the rebar fixing metal fitting (2), the tightening force on the strip-shaped plate, that is, the tightening force on the rod-shaped strip and the strip-shaped plate can be further increased. In addition, bolts can be attached to the nut in advance, and in this state, the nut can be fitted into the intersection of the bar-like strip and the belt-like plate, so that handling at the construction site can be improved. Furthermore, the handleability at the time of repeatedly using the reinforcing bar fixing metal fitting can also be improved.
[0018]
Further, the reinforcing bar fixing metal fitting (3) according to the present invention is a reinforcing bar fixing metal fitting for fixing the crossing portion of the bar-shaped bar and the strip-shaped plate, and is positioned so as to sandwich the strip-shaped plate in the vertical direction. A rod-shaped muscle gripping portion having a C-shaped cutout portion for use and a through-hole for connecting the two rod-shaped muscle gripping portions and penetrating a bolt for tightening an intersection of the rod-shaped muscle and the strip-shaped plate are formed. A connecting plate part, a nut for screwing the bolt fixed at a position communicating with the through hole of the connecting plate part, a bowl-shaped head, and one end side in the length direction are joined to the inside of the head. shaft portions, is fixed to the rod-shaped muscle gripping portion, a bearing for inserting the shaft portion, and is inserted into the shaft portion, reinforcing bars having a tubular member defining a projection length from the bearings of the head It is characterized by comprising a basket spacer .
According to the rebar fixing metal fitting (3), the same effects as the effect of the rebar fixing metal fitting (1) and the effect of the rebar fixing metal fitting (2) can be obtained.
[0021]
Moreover, the reinforcing bar fixing metal fitting (4) according to the present invention includes the reinforcing bar fixing spacer according to any one of the reinforcing bar fixing metal fittings (1) to (3), including a plurality of types of tubular members having different lengths. It is characterized by being composed .
According to the rebar fixing metal fitting (4) , the projection length of the head from the rebar rod can be easily adjusted in a wide range by selecting, combining and inserting the tubular member into the shaft portion. it can.
[0023]
Further, the reinforcing bar rod (1) according to the present invention is arranged around a central axis in a circumferential direction substantially perpendicular to the central axis, and a plurality of rod-shaped bars arranged substantially parallel to the central axis direction. Reinforcing bar made by including a plurality of hoops having crossed bars and a plurality of hoops, arranged inside the bar, and provided with a reinforcing strip-shaped plate having the crossed bars and crossings, The crossing part of the bar-shaped bar and the hoop bar is fixed by welding or a clip metal fitting, and the crossing part of the bar-shaped bar and the belt-like plate is any one of the reinforcing bar fixing metal fittings (1) to ( 4 ). It is characterized by being tightened by a reinforcing bar fixing bracket.
[0024]
According to the reinforcing bar rod (1), the belt-like plate that is the reinforcing bar is fastened to the bar-like bar that is the main bar by any one of the reinforcing bar fixing brackets (1) to ( 4 ). The intersecting portion between the rod-like streak and the belt-like plate is firmly fixed. Therefore, since the reinforcing effect of the reinforcing bar by the strip plate is extremely high, a highly rigid assembly can be obtained. Further, since the fixing bolt is positioned inside the reinforcing bar rod or the like, the bolt head does not come out of the outer peripheral portion of the reinforcing bar rod or the like. For this reason, when a concrete structure is constructed using the reinforcing bar rod as a reinforcing body, there is no possibility that a thin portion due to the fixing bolt is generated between the surface of the structure and the reinforcing bar rod. In addition, since the rod-like bars are not damaged by the fixing bolts, a strong reinforcing bar can be provided.
[0025]
Further, in the reinforcing bar rod (2) according to the present invention, in the reinforcing bar rod (1), at least four places per one of the intersections of the bar-shaped bar and the strip-shaped plate are the reinforcing bar fixing bracket (1). It is characterized by being fixed by any one of ( 4 ).
According to the rebar bar (2), since the rebar fixing bracket to which the rebar bar spacer is attached very easily is used, when the rebar bar is installed in the drill hole, The reinforcing bar rod can be built into the excavation hole while attaching a reinforcing bar rod spacer capable of accurately adjusting the distance between the outer peripheral portion of the reinforcing bar rod and the set distance. Moreover, since the protrusion length of the head from the reinforcing bar can be easily adjusted in a wide range, the interval between the inner wall of the excavation hole and the outer peripheral part of the reinforcing bar can be arbitrarily selected.
[0026]
Further, in the reinforcing bar erection method (1) according to the present invention, when the reinforcing bar slab (1) or (2) is erected into the excavation hole, the reinforcing bar is fixed to the strip. After removing and recovering a part of the fixing bracket, the reinforcing bar rod is inserted into the excavation hole.
According to the method (1) of building up the reinforcing bar rod, since the reinforcing bar fixing metal fitting can be used repeatedly, the assembly cost of the reinforcing bar rod can be reduced.
The rebar rod assembling method (1) according to the present invention includes a step of arranging a plurality of rod-like bars around the central axis substantially parallel to the central axis direction, and a circumferential direction substantially orthogonal to the central axis. A step of arranging a plurality of hoop muscles so as to intersect with the plurality of rod-like muscles, a step of arranging a reinforcing band plate so as to intersect with these rod-like muscles inside the rod-like muscles, and the rod-like muscles; A step of fixing the crossing portion with the hoop bar by welding or clip metal fitting, and a step of fastening the crossing portion of the bar-shaped bar and the belt-like plate by any of the above-mentioned metal bar fixing metal fittings (1) to ( 4 ), It is characterized by including.
According to the method for assembling the reinforcing bar rod (1), the strip plate as the reinforcing bar is fastened to the rod-like bar as the main reinforcing bar by any of the reinforcing bar fixing brackets (1) to ( 4 ). The intersection between the rod-like streak and the belt-like plate is firmly fixed. Therefore, since the reinforcing effect of the reinforcing bar by the strip plate is extremely high, a highly rigid assembly can be obtained. Further, since the fixing bolt is positioned inside the reinforcing bar rod or the like, the bolt head does not come out of the outer peripheral portion of the reinforcing bar rod or the like. For this reason, when a concrete structure is constructed using the reinforcing bar rod as a reinforcing body, there is no possibility that a thin portion due to the fixing bolt is generated between the surface of the structure and the reinforcing bar rod. In addition, the reinforcing bar can be assembled without damaging the rod-like bars by the fixing bolts, and the reinforcing bar bar spacer can be attached to the bar bar via the reinforcing bar fixing bracket very easily. Can do.
[0027]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, a reinforcing bar fixing metal fitting , a reinforcing bar rod, a reinforcing bar rod mounting method, and a reinforcing bar rod assembly method according to embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing an aspect in which a reinforcing bar fixing bracket according to an embodiment is used to fix an intersection between a reinforcing bar and a reinforcing member.
[0028]
As shown in FIG. 1, the objects to be fixed are a bar-like bar 1 as a reinforcing bar and a strip-like plate 2 having a large ring shape as a reinforcing member (only the vicinity of the fixing part is shown in FIG. 1). The crossing portion is fixed by the reinforcing bar fixing metal fitting 10.
[0029]
The rebar fixing metal fitting 10 is positioned with the strip-like plate 2 sandwiched in the vertical direction, and has a bar-like muscle gripping portion 3 having a C-shaped cutout portion 3a for inserting the rod-like muscle 1 and these two rod-like muscle gripping portions 3. And a screw hole plate portion 4 for connecting the two. A screw hole 4 a for screwing a bolt 5 for tightening an intersecting portion between the rod-like streaks 1 and the belt-like plate 2 is formed at a substantially central portion of the screw hole plate portion 4.
[0030]
Further, a bearing 6c constituting a reinforcing bar scissor spacer 6 is fixed to the upper surface of the rod-shaped muscle gripping portion 3. The rebar rod spacer 6 includes a bowl-shaped head portion 6a, a shaft portion 6b whose one end in the length direction is joined to the inside of the head portion 6a, and the shaft portion 6b. And a tubular member 6d that is inserted through the shaft portion 6b and defines the protruding length of the head portion 6a from the bearing 6c.
[0031]
The rebar rod spacer 6 can be easily attached to the rebar fixing metal fitting 10 simply by inserting the shaft portion 6b into the bearing 6c. Moreover, the tubular member 6d is provided with a plurality of types of tubular members 6d1, 6d2, and 6d3 having different lengths. By simply selecting and combining these tubular members 6d1, 6d2, and 6d3, the tubular member 6d can be inserted into the shaft portion 6b. The protrusion length from the reinforcing bar 20 can be easily adjusted in a wide range.
[0032]
When the reinforcing bar 10 is attached to the intersection of the bar 1 and the strip 2 and the intersection of the bar 1 and the strip 2 is tightened, the two bar holding parts 3 of the reinforcing bar 10 are fixed. Is positioned at a position where the strip-shaped plate 1 is sandwiched in the vertical direction and the rod-shaped streak 1 is gripped. At this time, the screw hole plate portion 4 of the reinforcing bar fixing metal fitting 10 is set so as to be positioned on the inner side of the belt-like plate 2 (center side of the ring shape). Next, the bolt 5 is attached to the screw hole 4a of the screw hole plate portion 4, and then the bolt 5 is rotated to tighten the intersecting portion of the belt-like plate 2 and the rod-like streak 1 so that the rod-like streak 1 and the belt-like plate are tightened. 2 is fixed.
[0033]
If fixed in this way, the head of the bolt 5 is positioned inside the ring-shaped strip 2 and does not come out of the strip 2. Further, since the belt-like plate 2 is pressed against the bar-like streak 1 by the “surface” of the front end portion of the bolt 5, a high fixing force can be obtained, and further, the bar-like bar 1 is damaged by the bolt 5. There is nothing. The bolt 5 does not necessarily have to be attached to the screw hole plate portion 4 in advance, but it is desirable to attach the bolt 5 to the screw hole plate portion 4 in advance in consideration of workability on site.
[0034]
Further, the reinforcing bar rod spacer 6 is used to adjust the distance between the inner wall of the drilling hole and the outer peripheral portion of the reinforcing bar rod 20 to a set distance when, for example, the reinforcing bar rod 20 is installed in the drilling hole. The distance between the inner wall of the excavation hole and the outer periphery of the reinforcing bar 20 can be adjusted in a very wide range by selecting a plurality of types of tubular members 6d1, 6d2, and 6d3 having different lengths and inserting them into the shaft portion 6b in combination. can do.
[0035]
FIG. 3 is a perspective view showing a configuration of a reinforcing bar fixing metal fitting according to the embodiment (2). A nut 7 as a screw hole member having a screw hole 7a is joined to the screw hole plate portion 4 of the reinforcing bar fixing metal fitting 30 according to the embodiment (2). The bolt 5 is screwed onto the nut 7 and tightened to fix the intersecting portion between the bar-like streak 1 and the belt-like plate 2. In this case, it is not necessary to form the screw hole 4a in the screw hole plate portion 4, and an ordinary through hole (not shown) may be formed instead of the screw hole 4a. The nut 7 is joined to the screw hole plate portion 4 by welding. By adopting such a joining method, the nut 7 can be firmly joined to the screw hole plate portion 4 and joining with little variation in joining strength can be performed.
[0036]
4A and 4B are diagrams for explaining the structure of the reinforcing bar rod according to the embodiment of the present invention, in which FIG. 4A is a partial perspective view of the reinforcing rod rod, and FIG. 4B is used for fixing the rod-shaped bar and the hoop bar. FIG. 4C is a perspective view showing a state in which the intersection of the bar-like line and the hoop line is fixed by the clip metal piece.
[0037]
As shown in FIG. 4, in the reinforcing bar rod 20 according to the embodiment, a plurality of hoop muscles 8 are wound around a plurality of rod-like muscles 1 that are longitudinal bars, and Each intersection is assembled by being fixed by welding or clip fitting 9. And the strip | belt-shaped board 2 is wound so that it may contact | connect the rod-shaped stripe | line | muscle 1 from the inner side of the reinforcing bar rod 20 between the plurality of hoop bars 8, and the intersection of the rod-like stripe | line | wire 1 and the strip | belt-shaped board | plate 2 is described in embodiment. It is fixed by any of the reinforcing bar fixing brackets 10 and 30 (not shown in FIG. 4).
[0038]
However, it is not necessary that all the intersections of the bar 1 and the strip 2 are fixed by any of the reinforcing bar fixing brackets 10 and 30 according to the embodiment. In consideration of this, it is only necessary to determine an intersection where the reinforcing metal fittings 10 and 30 are used.
[0039]
FIG. 4B is a perspective view showing an example of a clip metal fitting used to fix the intersecting portion between the rod-like muscle 1 and the hoop muscle 8. The clip metal fitting 9 is not limited to the illustrated embodiment, and may be of any type as long as it can fix the intersection. When the crossing portion is fixed using the clip metal fitting 9 shown in FIG. 4B, the relationship between the rod-like muscle 1, the hoop line 4 and the clip metal piece 9 is the same as that shown in FIG. Become.
[0040]
In the reinforcing bar rod 20 according to the embodiment, the belt-like plate 2 that is a reinforcing bar is fastened to the bar-like bar 1 that is the main bar by the reinforcing bar fixing bracket 10 or 30 according to the embodiment. Is firmly fixed. Therefore, the reinforcing effect by the strip plate 2 is extremely high. Further, since the bolt 5 for tightening is positioned inside the reinforcing bar rod 20, the head of the fixing bolt 5 does not come out of the outer periphery of the reinforcing bar rod 20. Therefore, when concrete is driven and a concrete structure is constructed, there is no possibility that a thin portion due to the fixing bolt 5 is generated between the surface of the structure and the reinforcing bar 20.
[0041]
The cross section between the bar 1 and the hoop 8 may be fixed by welding or by the clip metal fitting 9. However, from the viewpoint of maintaining the quality of the reinforcing bar 20 and assembling, it is more preferable to fix the reinforcing bar 20 with the clip metal fitting 9.
[0042]
In addition, the reinforcing bar rod 20 according to the embodiment uses the reinforcing bar fixing brackets 10 and 30 with the spacers 6 at least at four positions among the reinforcing bar fixing brackets for fixing one turn of the belt-like plate 2. It is assembled. In this case, it is desirable that the rebar fixing metal fittings 10 and 30 with the spacer 6 are used at positions that are substantially equiangularly spaced (90 degrees apart) with the central axis of the rebar rod 20 as the center. Further, when viewed with respect to the upper and lower strips 2, the reinforcing bar fixing brackets 10 and 30 with a total of eight spacers 6 are arranged at substantially equal angular intervals (45 degree intervals) about the central axis of the reinforcing bar rod 20. It is desirable to be used at a certain position.
[0043]
According to the reinforcing bar rod 20 in which the reinforcing bar fixing brackets 10 and 30 with the spacer 6 are used, when installing the reinforcing bar rod 20 in the excavation hole, the interval between the inner wall of the excavation hole and the outer peripheral portion of the reinforcing bar rod 20 is It can be accurately adjusted to the set distance. Further, the position of the head 6a of the spacer 6 can be very easily adjusted by selecting, combining, and inserting a plurality of types of tubular members 6d1, 6d2, 6d3 having different lengths into the shaft portion 6b. The interval between the inner wall of the steel bar and the outer periphery of the reinforcing bar rod 20 can be arbitrarily selected.
[0044]
Further, when the reinforcing bar rod 20 according to the embodiment is built in the excavation hole, when the reinforcing bar rod 20 is lifted and dropped into the excavation hole, the intersection of the bar 1 and the strip 2 is fixed. Some of the reinforcing bar fixing metal members 10 and 30 are removed, and the removed part is inserted into the excavation hole. In this case, it is desirable to remove all but the rebar fixing metal fittings 10 and 30 with the spacer 6, but it is not always necessary to remove all of them. By reusing the removed rebar fixing metal fittings 10 and 30, the cost of the rebar rod 20 can be greatly reduced.
[Brief description of the drawings]
FIG. 1 is a perspective view of a main part showing an aspect of fixing a crossing portion of reinforcing bars using a reinforcing bar fixing metal fitting according to an embodiment of the present invention.
FIG. 2 is a perspective view showing a reinforcing bar scissor according to an embodiment.
FIG. 3 is a perspective view showing a configuration of a reinforcing bar fixing metal fitting according to another embodiment.
4A and 4B are diagrams for explaining the structure of a reinforcing bar rod according to the embodiment, in which FIG. 4A is a partial perspective view of the reinforcing rod rod, and FIG. 4B is a clip metal fitting used for fixing a rod-shaped bar and a hoop bar; (C) is a perspective view which shows the state by which the cross | intersection part of a rod-like line and a hoop line is being fixed with the clip metal fitting.
5A and 5B are diagrams showing an example of a conventional reinforcing bar rod structure, in which FIG. 5A is a plan view of the reinforcing bar rod and FIG. 5B is a side view thereof.
FIG. 6 is a partial perspective view showing a reinforcing bar rod reinforced with a conventional belt-like plate.
FIG. 7 is a perspective view illustrating a conventional metal fitting for reinforcing steel bars between a main reinforcing bar and a strip-shaped plate.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Bar-shaped reinforcement 2 Strip | belt-shaped board 3 Rod-shaped reinforcement holding part 4 Screw hole board part 5 Bolt 6 Spacer 7 Nut 8 Hoop reinforcement 9 Clip metal fittings 10 and 30 Reinforcing bar fixation metal fitting 20 Reinforcement rod

Claims (8)

棒状筋と帯状板との交差部を固定する鉄筋固定用金具であって、
前記帯状板を上下方向に挟んで位置し、前記棒状筋挿入用C形切り欠け部を有する棒状筋把持部と、
前記2つの棒状筋把持部を連結すると共に前記棒状筋と前記帯状板との交差部を締め付けるためのボルト螺合用ねじ孔が形成されたねじ孔板部と、
お椀形状をした頭部、長さ方向の一端側が前記頭部の内側に接合された軸部、前記棒状筋把持部に固定され、前記軸部を挿通させるための軸受け、及び前記軸部に挿通され、前記頭部の前記軸受けからの突出長さを規定する管状部材を有する鉄筋籠用スペーサとを備えていることを特徴とする鉄筋固定用金具。
It is a metal fitting for rebar fixing which fixes the crossing part of a bar-shaped bar and a strip-shaped board,
A rod-shaped muscle gripping portion that is located between the strip plate in the vertical direction and has the C-shaped cutout portion for inserting the rod-shaped muscle;
A screw hole plate portion in which a screw hole for bolt screwing is formed for connecting the two rod-like muscle gripping portions and tightening an intersection of the rod-like muscle and the belt-like plate;
Shank head has a bowl shape, one end side in the longitudinal direction is joined to the inside of the head, it is fixed to the rod-shaped muscle gripping portion, a bearing for inserting the shaft portion, and inserted into the shaft portion And a reinforcing bar fixing metal fitting , comprising: a reinforcing bar scissor spacer having a tubular member that defines a protruding length of the head from the bearing .
前記ねじ孔板部に前記ボルト螺合用ねじ孔を補強するナットが固着されていることを特徴とする請求項1記載の鉄筋固定用金具。  The rebar fixing bracket according to claim 1, wherein a nut for reinforcing the bolt screw hole is fixed to the screw hole plate portion. 棒状筋と帯状板との交差部を固定する鉄筋固定用金具であって、
前記帯状板を上下方向に挟んで位置し、前記棒状筋挿入用C形切り欠け部を有する棒状筋把持部と、
前記2つの棒状筋把持部を連結すると共に前記棒状筋と前記帯状板との交差部を締め付けるためのボルトを貫通させる貫通孔が形成された連結板部と、
前記連結板部の前記貫通孔と連通する位置に固着された前記ボルト螺合用のナットと、
お椀形状をした頭部、長さ方向の一端側が前記頭部の内側に接合された軸部、前記棒状筋把持部に固定され、前記軸部を挿通させるための軸受け、及び前記軸部に挿通され、前記頭部の前記軸受けからの突出長さを規定する管状部材を有する鉄筋籠用スペーサとを備えていることを特徴とする鉄筋固定用金具。
It is a metal fitting for rebar fixing which fixes the crossing part of a bar-shaped bar and a strip-shaped board,
A rod-shaped muscle gripping portion that is located between the strip plate in the vertical direction and has the C-shaped cutout portion for inserting the rod-shaped muscle;
A connecting plate portion in which a through hole is formed to connect a bolt for connecting the two rod-like muscle gripping portions and tightening an intersection between the rod-like muscle and the belt-like plate;
A nut for screwing the bolt fixed to a position communicating with the through hole of the connecting plate portion;
Shank head has a bowl shape, one end side in the longitudinal direction is joined to the inside of the head, it is fixed to the rod-shaped muscle gripping portion, a bearing for inserting the shaft portion, and inserted into the shaft portion And a reinforcing bar anchoring bracket , comprising: a reinforcing bar scissor having a tubular member that defines a protruding length of the head from the bearing .
前記鉄筋籠用スペーサが、長さの異なる複数種の管状部材を含んで構成されていることを特徴とする請求項1〜3のいずれかの項に記載の鉄筋固定用金具The rebar fixing bracket according to any one of claims 1 to 3, wherein the rebar bar spacer includes a plurality of types of tubular members having different lengths. 中心軸の周囲に該中心軸方向とほぼ平行に配列された複数の棒状筋と、前記中心軸とほぼ直交する円周方向に配置され、前記複数の棒状筋と交差部を有する複数のフープ筋とを含んで構成された鉄筋籠であって、
前記棒状筋の内側に配置され、これら棒状筋と交差部を有する補強用の帯状板を備え、
前記棒状筋と前記フープ筋との交差部が、溶接またはクリップ金具で固定され、
前記棒状筋と前記帯状板との交差部が、請求項1〜のいずれかの項に記載の鉄筋固定用金具によって締め付けられていることを特徴とする鉄筋籠。
A plurality of rod-like bars arranged around the central axis substantially parallel to the central axis direction, and a plurality of hoop muscles arranged in a circumferential direction substantially orthogonal to the central axis and having the intersections with the plurality of rod-like bars A rebar rod composed of
It is arranged inside the bar-shaped bars, and includes a reinforcing strip-shaped plate having an intersection with the bar-shaped bars,
The intersection of the bar and the hoop is fixed by welding or clip fittings,
A reinforcing bar rod, wherein an intersection between the bar and the strip is fastened by a reinforcing bar fixing metal fitting according to any one of claims 1 to 4 .
前記棒状筋と前記帯状板との交差部のうち、1周につき少なくとも4箇所が、請求項1〜のいずれかの項に記載の鉄筋固定用金具によって固定されていることを特徴とする請求項記載の鉄筋籠。Of intersections of the strip-shaped plate and the rod-like muscle, wherein at least four locations per one rotation, characterized in that it is fixed by the reinforcing bar fixing bracket according to any one of claims 1-4 Item 5. A reinforcing bar rod according to item 5 . 請求項又は請求項記載の鉄筋籠を掘削孔へ建込む際に、前記棒状筋と前記帯状板とを固定している前記鉄筋固定用金具のうちの一部を取り外し回収した後、前記鉄筋籠を前記掘削孔に挿入することを特徴とする鉄筋籠の建込方法。When the reinforcing bar rod according to claim 5 or 6 is installed in the excavation hole, after removing and recovering a part of the reinforcing bar fixing metal fittings fixing the rod-like bar and the strip plate, A rebar erection method, comprising inserting a rebar slab into the excavation hole. 中心軸の周囲に該中心軸方向とほぼ平行に複数の棒状筋を配列する工程と、
前記中心軸とほぼ直交する円周方向に、前記複数の棒状筋と交差するように複数のフープ筋を配置する工程と、
前記棒状筋の内側に、これら棒状筋と交差するように補強用の帯状板を配置する工程と、
前記棒状筋と前記フープ筋との交差部を、溶接またはクリップ金具で固定する工程と、
前記棒状筋と前記帯状板との交差部を請求項1〜のいずれかの項に記載の鉄筋固定用金具により締め付ける工程とを含むことを特徴とする鉄筋籠の組立方法。
Arranging a plurality of rod-shaped streaks around the central axis substantially parallel to the central axis direction;
Disposing a plurality of hoop muscles in a circumferential direction substantially perpendicular to the central axis so as to intersect with the plurality of rod-like muscles;
A step of arranging a reinforcing strip-shaped plate inside the bar-shaped bars so as to intersect with the bar-shaped bars;
Fixing the intersection of the bar-like line and the hoop line with welding or a clip fitting;
A method for assembling a reinforcing bar rod, comprising a step of tightening an intersection of the bar-shaped bar and the belt-like plate with the reinforcing bar fixing metal fitting according to any one of claims 1 to 4 .
JP2003152728A 2003-05-29 2003-05-29 Reinforcing bar fixing bracket, reinforcing bar rod, method for installing reinforcing bar rod, and method for assembling reinforcing bar rod Expired - Lifetime JP3914897B2 (en)

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