JP2004353314A - Metal fitting for fixing reinforcement, cage spacer, cage and its erecting method - Google Patents

Metal fitting for fixing reinforcement, cage spacer, cage and its erecting method Download PDF

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JP2004353314A
JP2004353314A JP2003152728A JP2003152728A JP2004353314A JP 2004353314 A JP2004353314 A JP 2004353314A JP 2003152728 A JP2003152728 A JP 2003152728A JP 2003152728 A JP2003152728 A JP 2003152728A JP 2004353314 A JP2004353314 A JP 2004353314A
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bar
shaped
reinforcing
cage
fixing
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JP3914897B2 (en
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Toru Watanabe
徹 渡辺
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SENSHU IWATANI KK
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SENSHU IWATANI KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a metal fitting capable of firmly and securely fixing a crossing of main reinforcement(bar-shaped rod) of a cage or the like with a reinforcing strip-shaped plate, a spacer for cage, a cage with a highly rigid and a stable quality, using a metal fitting for fixing reinforcements, and erection method of cage excellent in economic efficiency. <P>SOLUTION: The metal fitting 10 for fixing reinforcement is used for fixing a crossing of a bar-shaped reinforcement 1 with a strip-shaped plate 2, and it is positioned to hold the strip-shaped plate 2 between the upper and lower sides and provided with a bar-shaped holding part 3 having a C-shaped notch 3a for inserting the bar-shaped reinforcement and a screw hole plate 4, connecting two bar shaped reinforcement holding parts 3, in which a screw hole 4a for screwing a bolt is formed in order to fasten the crossing of the bar-shaped reinforcement 1 and a strip shaped plate 2. <P>COPYRIGHT: (C)2005,JPO&NCIPI

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、鉄筋籠用スぺーサ、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および鉄筋籠の建込方法に関し、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、鉄筋籠用スぺーサ、鉄筋固定用金具を用いた鉄筋籠および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、および経済性に優れた鉄筋籠の建込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。
【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(2)が有する効果と同様の効果を得ることができる。
【0019】
また、本発明に係る鉄筋籠用スぺーサ(1)は、鉄筋籠の建込みに用いられる鉄筋籠用スぺーサであって、お椀形状をした頭部と、長さ方向の一端側が前記頭部の内側に接合された軸部と、該軸部が挿通され、鉄筋固定用金具に取り付けられる軸受けと、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とを備えていることを特徴としている。
【0020】
上記鉄筋籠用スぺーサ(1)によれば、前記軸部を前記軸受けに差し込むだけで容易に該鉄筋籠用スぺーサを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。
【0021】
また本発明に係る鉄筋籠用スぺーサ(2)は、上記鉄筋籠用スぺーサ(1)において、長さの異なる複数種の管状部材が用意されていることを特徴としている。
上記鉄筋籠用スぺーサ(2)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。
【0022】
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、上記鉄筋籠用スぺーサ(1)又は(2)の鉄筋籠用スぺーサにおける前記軸受けが前記棒状筋把持部に固定されていることを特徴としている。
上記の鉄筋固定用金具(4)によれば、前記軸受けが前記棒状筋把持部に固定されているので、上記鉄筋籠用スぺーサ(1)又は(2)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。
【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)〜(4)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)〜(4)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(4)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少なくとも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。
【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、鉄筋籠用スぺーサ、鉄筋籠および鉄筋籠の建込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]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a reinforcing bar fixing bracket for assembling a reinforcing bar cage used for reinforcing structures such as cast-in-place piles and underground continuous walls constructed of concrete, a reinforcing bar cage spacer, and a reinforcing bar fixing bar. More specifically, the present invention relates to a reinforcing bar cage and a method of mounting a reinforcing bar cage, and more particularly to a reinforcing bar fixing bracket and a reinforcing bar suitable for fixing the crossing portion between a band-shaped plate and a bar bar for reinforcing a reinforcing bar cage. The present invention relates to a rebar cage using a spacer, a reinforcing metal fitting, and a method of mounting a reinforcing steel cage for repeatedly using a reinforcing metal fitting.
[0002]
[Prior art]
On cast-in-place piles and underground continuous walls constructed of concrete, in order to reinforce the concrete structure, an assembly called a rebar cage formed in a cylindrical shape by combining a large number of rebars in a grid shape. Used.
[0003]
FIG. 5 is an overall view showing an example of the structure of a conventional reinforcing bar cage. As shown in FIG. 5, the reinforcing bar cage 100 generally includes 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 bar 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 basket 100 is often large, having a diameter of 0.6 m to several meters, a length of 12 m per basket, and the diameter of the main bar 101 is generally about 19 to 35 mm. Therefore, the weight of the entire rebar basket 100 often becomes extremely heavy.
[0004]
As described above, since the reinforced basket 100 has a heavy overall weight, for example, when it is used for a cast-in-place pile, when a place necessary for assembly can be secured near the laid place of the reinforced basket 100, the reinforced basket 100 is close to the built place. The work method is to assemble, transport to a construction site, lift and build into a drill hole.
[0005]
On the other hand, when a place necessary for assembling cannot be secured, a method of assembling at another place and transporting it to a erection place for erection is adopted. If the rigidity of the reinforced cage 100 is not sufficient in the process of assembling, transporting, and building, when the reinforced cage 100 receives a slight impact during transport or lifting, it loses its shape and becomes unusable. Disappears. Therefore, measures are taken to increase the rigidity of the reinforcing cage 100, and as shown in FIG. 5, a method of reinforcing with the reinforcing members 104 and 105 is employed.
[0006]
A method that does not use such reinforcing members 104 and 105 has also been proposed, and a method of reinforcing the welded portion at the intersection between the main bar 101 and the hoop bar 102 using a special metal fitting (for example, JP-A-7-62650) Gazette) has been 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 cage reinforced by a conventional band-shaped plate.
As shown in FIG. 6, the band-shaped plate 103 is in contact with the main bar 101 from the inside of the reinforcing bar cage 100 and is fixed to the main bar 101 at an intersection with the main bar 101. Usually, the interval between the band-shaped plates 103 is set to about 2 to 3 m. When the band-shaped plate 103 is used for reinforcement, the reason why the band is fixed to the main reinforcing bar 101 from the inside of the reinforcing bar cage 100 is that such a configuration is most effective in improving the rigidity of the reinforcing bar cage 100.
[0008]
The intersection between the main bar 101 and the hoop bar 102 and the intersection between the main bar 101 and the band-shaped plate 103 can be joined by welding. However, joining by welding at a construction site may include variations in welding strength due to seasons and weather, variations due to the skill of a welding technician, and the like, and there is a high possibility that the rigidity of the rebar basket 100 will vary. It has also been pointed out that the strength of the welded portion tends to decrease with the passage of time.
[0009]
Therefore, in order to improve the reliability of joining and fixing the intersections, a method of assembling a reinforcing bar cage using the reinforcing bar fixing fitting 108 shown in FIG. In particular, it is effective to use the reinforcing bar fixing bracket 108 at the intersection between the belt-shaped plate 103 as a reinforcing material and the main bar 101.
[0010]
FIG. 7 is a perspective view showing the reinforcing-bar fixing fitting 108 invented by the inventor first and disclosed in Japanese Patent Application Laid-Open No. 2002-106113. By using the reinforcing bar fixing bracket 108, the main bar 101 and the band-shaped plate (reinforcement ring) 103 can be securely fixed by a simple operation. As shown in FIG. 7, the reinforcing bar fixing bracket 108 is formed by folding the plate-shaped body 109 into a U-shape and forming left and right pieces. A left and right side piece is further extended from the middle part in the length direction to the end of the main bar insertion part to form a protruding piece 110, and a protruding piece 110 is formed. Plate 103) a notch 111 for insertion is provided, and a fixing bolt 112 is screwed into the main bar insertion portion.
[0011]
[Patent Document 1]
JP-A-7-62650 [Patent Document 2]
JP 2002-106113 A
[Problems to be solved by the invention]
The above-described reinforcing bar fixing bracket 108 is capable of securely fixing the intersection between the main bar 101 and the band-shaped plate (reinforcing member, reinforcing ring) 103, and has an excellent characteristic that the reinforcing bar 100 can be effectively reinforced. have. However, as is clear from FIG. 7, the head of the fixing bolt 112 is located outside the rebar cage 100, so that the head of the fixing bolt 112 is embedded in the concrete structure as a concrete reinforcing material. Is thinner than other parts. Therefore, it has been necessary to take measures to reduce the length of the fixing bolt 112 as much as possible. Further, since the main reinforcement 101 is tightened at the distal end of the fixing bolt 112, the contact area between the distal end of the fixing bolt 112 and the main reinforcement 101 is small, and the main reinforcement 101 may be damaged by the fixing bolt 112. there were.
[0013]
The present invention has been made in view of the above problems, and it is possible to firmly and securely fix an intersection between a main reinforcing bar such as a reinforcing bar cage (hereinafter, referred to as a “bar-shaped bar”) and a reinforcing band-like plate, To provide a reinforcing bar fixing bracket that does not damage the main bar and that the head of the bolt is not located outside the reinforcing bar cage, and that the reinforcing bar cage and the inner wall of the excavation hole are used when the reinforcing bar cage is built. Providing spacers that can easily adjust the spacing to a predetermined value and metal fittings that can be easily attached and removed, and rigidity that is assembled using these metal fittings It is an object of the present invention to provide a rebar basket with high quality and stable quality, and to provide a method of building a rebar basket that is excellent in economy.
[0014]
Means and effects for solving the problem
In order to achieve the above object, a metal reinforcing bar (1) according to the present invention is a metal reinforcing bar for fixing an intersecting portion between a bar-shaped bar and a band-shaped plate. And a bolt for screwing the rod-shaped streak having the C-shaped notch for insertion of the bar-shaped streak, and a bolt for connecting the two bar-shaped streak grips and for tightening an intersection between the bar-shaped streak and the band-shaped plate. And a screw hole plate portion in which a hole is formed.
[0015]
According to the rebar fixing metal fitting (1), when fixing the intersection of the bar-shaped bar and the strip-shaped plate, the bar-shaped bar and the bar-shaped bar are held such that the two bar-shaped bar grippers grip the bar-shaped bar. The screw hole plate is fitted into the intersection with the band-shaped plate and set so that the screw hole plate is located inside the band-shaped plate. Then, a bolt is set on the screw hole plate portion, and the crossing portion is fixed by tightening the band-shaped plate with the bolt.
[0016]
Therefore, the head of the bolt is located inside the band-shaped plate wound in a ring shape and does not protrude outside the ring, and the metal fitting for fixing the reinforcing bar is used for a reinforcing bar cage or the like and reinforced with the reinforcing bar cage. When the concrete structure is constructed, the thin portion of the concrete due to the head of the bolt does not occur. In addition, since the strip-shaped plate is pressed against the bar-shaped streaks by the tip end surface of the bolt, there is no risk of damaging the bar-shaped streaks with the bolt, and a high fixing force can be obtained. Furthermore, the metal fittings for fixing the reinforcing bar used for fixing the reinforcing strip at the time of assembling the reinforcing bar cage can be removed at the time of building the reinforcing bar cage and the like, and can be used repeatedly. I have.
[0017]
In addition, the metal reinforcing bar (2) according to the present invention is characterized in that, in the metal reinforcing bar (1), a nut that reinforces the screw hole for screwing the bolt is fixed to the screw hole plate portion. .
According to the reinforcing bar fixing metal (2), the tightening force on the band-shaped plate, that is, the tightening force on the bar-shaped bar and the band-shaped plate can be further increased. In addition, a bolt can be mounted on the nut in advance, and in that state, the bolt can be fitted into the intersection between the bar-shaped streak and the band-shaped plate, so that handleability at a construction site can be improved. Furthermore, the handleability at the time of repeatedly using the reinforcing bar fixing metal can be improved.
[0018]
Further, the metal reinforcing bar (3) according to the present invention is a metal reinforcing bar for fixing an intersection between a bar and a band-shaped plate, the metal bar being positioned vertically sandwiching the band-shaped plate, and inserting the bar-shaped bar. A bar-shaped bar grip having a C-shaped notch for use, and a through-hole for connecting the two bar-shaped bar grips and penetrating a bolt for fastening an intersection between the bar and the band-shaped plate were formed. It is characterized by comprising a connecting plate portion and a nut for screwing the bolt fixed at a position communicating with the through hole of the connecting plate portion.
According to the metal reinforcing bar (3), the same effect as the effect of the metal reinforcing bar (2) can be obtained.
[0019]
Further, a rebar cage spacer (1) according to the present invention is a rebar cage spacer used for building a rebar cage, wherein a bowl-shaped head and one end in a length direction are provided with the above-described one. A shaft portion joined to the inside of the head, a shaft through which the shaft is inserted, and a bearing attached to the reinforcing bar fixing bracket; and a shaft inserted through the shaft, and defining a protruding length of the head from the bearing. And a tubular member.
[0020]
According to the rebar basket spacer (1), the rebar basket spacer can be easily attached to the rebar basket simply by inserting the shaft portion into the bearing. Moreover, by using the tubular member, the length of the head protruding from the reinforcing bar can be easily adjusted.
[0021]
Further, a rebar cage spacer (2) according to the present invention is characterized in that in the rebar cage spacer (1), a plurality of types of tubular members having different lengths are prepared.
According to the rebar cage spacer (2), by selecting and combining the tubular members and inserting the tubular member into the shaft portion, the protruding length of the head from the rebar cage can be easily adjusted in a wide range. be able to.
[0022]
Further, the reinforcing bar fixing metal (4) according to the present invention is the reinforcing bar fixing spacer (1) or (2) according to any of the above-described reinforcing bar fixing metal fittings (1) to (3). The bearing of the spacer is fixed to the rod-shaped stitch holding portion.
According to the rebar fixing metal fitting (4), the bearing is fixed to the bar-shaped bar gripping part, so that the rebar cage spacer (1) or (2) can be extremely easily fixed with the rebar fixing metal. Can be attached to the reinforced cage via
[0023]
Further, the reinforcing bar cage (1) according to the present invention is provided with a plurality of bar-shaped bars arranged around a central axis substantially in parallel with the central axis direction, and arranged in a circumferential direction substantially orthogonal to the central axis. It is a reinforcing bar cage comprising a plurality of hoop bars having a bar-shaped bar and an intersection, and is provided inside the bar-shaped bar, comprising a reinforcing strip having a cross-section with these bar-shaped bars, The intersection between the bar and the hoop is fixed by welding or a clip, and the intersection between the bar and the strip is any one of the reinforcing metal fittings (1) to (4). It is characterized in that it is fastened by metal reinforcing bars.
[0024]
According to the reinforcing bar cage (1), the band-shaped plate as the reinforcing bar is fastened to the bar bar as the main bar by any one of the reinforcing bar fixing brackets (1) to (4). The intersection between the bar and the strip is firmly fixed. Accordingly, the reinforcing effect of the reinforcing bars and the like by the band-shaped plate is extremely high, so that an assembly having high rigidity can be obtained. Further, since the fixing bolt is located inside the steel cage, the bolt head does not protrude outside the outer peripheral portion of the steel cage. Therefore, when a concrete structure is constructed using the reinforcing bar and the like as a reinforcing body, there is no possibility that a thin portion caused by the fixing bolt is generated between the surface of the structural member and the reinforcing bar. Further, since the rod-shaped streaks are not damaged by the fixing bolts, a strong rebar basket can be provided.
[0025]
Further, in the reinforcing rod cage (2) according to the present invention, in the reinforcing rod cage (1), at least four locations per one round of the intersection of the rod-shaped streaks and the band-shaped plate are the reinforcing-bar fixing brackets (4). It is characterized by being fixed by.
According to the rebar cage (2), since the rebar fixing bracket to which the spacer for the rebar cage is attached very easily is used, when the rebar cage is built into the excavation hole, The rebar cage can be built into the excavation hole while attaching a rebar cage spacer that can accurately adjust the interval between the rebar cage and the outer peripheral portion to the set distance. In addition, since the length of the head protruding from the reinforcing bar can be easily adjusted in a wide range, the distance between the inner wall of the excavation hole and the outer peripheral portion of the reinforcing bar can be arbitrarily selected.
[0026]
Further, the method (1) for installing a reinforcing bar cage according to the present invention is characterized in that, when the reinforcing bar cage (1) or (2) is built into an excavation hole, the reinforcing bar fixing the bar-shaped bar and the band-shaped plate. After removing and collecting at least a part of the fixing bracket, the reinforcing bar is inserted into the excavation hole.
According to the method (1) for mounting a reinforcing rod cage, since the metal fittings for fixing the reinforcing rod can be used repeatedly, the assembly cost of the reinforcing rod basket can be reduced.
[0027]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a metal fitting for fixing a reinforcing rod, a spacer for a reinforcing rod cage, a reinforcing rod cage, and a method of mounting a reinforcing rod basket according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing an aspect in which an intersection between a reinforcing bar and a reinforcing member is fixed using the reinforcing bar fixing metal according to the embodiment.
[0028]
As shown in FIG. 1, the objects to be fixed are a bar-shaped bar 1 as a reinforcing bar and a band-shaped plate 2 having a large ring shape (only the vicinity of the fixed portion is shown in FIG. 1) as a reinforcing member. , And the intersection is fixed by the reinforcing bar fixing metal 10.
[0029]
Reinforcing bar fixing bracket 10 is located sandwiching strip-shaped plate 2 in the up-down direction, and has bar-shaped bar gripping portion 3 having C-shaped notch 3a for inserting bar-shaped bar 1, and these two bar-shaped bar gripping portions 3. And a screw hole plate portion 4 for connecting the two. At approximately the center of the screw hole plate portion 4, a screw hole 4a for screwing a bolt 5 for tightening an intersection between the bar-shaped streak 1 and the band-shaped plate 2 is formed.
[0030]
A bearing 6c constituting the reinforcing bar cage spacer 6 is fixed to the upper surface of the rod-shaped muscle gripping portion 3. The reinforcing bar cage spacer 6 has a bowl-shaped head 6a, a shaft 6b having one end in the longitudinal direction joined to the inside of the head 6a, and a shaft 6b inserted therethrough. And a tubular member 6d inserted through the shaft portion 6b and defining the length of the head 6a protruding from the bearing 6c.
[0031]
The reinforcing bar cage spacer 6 can be easily attached to the reinforcing bar fixing fitting 10 simply by inserting the shaft portion 6b into the bearing 6c. Moreover, as the tubular member 6d, a plurality of types of tubular members 6d1, 6d2, 6d3 having different lengths are prepared, and these tubular members 6d1, 6d2, 6d3 are selected, combined and inserted into the shaft portion 6b. The protruding length from the rebar basket 20 can be easily adjusted in a wide range.
[0032]
When the reinforcing bar fixing metal fitting 10 is attached to the intersection between the bar-shaped reinforcing bar 1 and the band-shaped plate 2, and the crossing portion between the bar-shaped reinforcing bar 1 and the band-shaped plate 2 is tightened, the two bar-shaped bar gripping portions 3 of the reinforcing bar fixing metal 10 are used. Is positioned at a position where the bar-shaped strip 1 is gripped with the strip-shaped plate 2 sandwiched in the vertical direction. At this time, it is set so that the screw hole plate portion 4 of the metal reinforcing bar 10 is located inside the band-shaped plate 2 (center side of the ring shape). Next, a 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 an intersection between the band-shaped plate 2 and the bar-shaped streak 1. 2 is fixed.
[0033]
With this fixing, the head of the bolt 5 is located inside the ring-shaped plate 2 and does not protrude outside the band-shaped plate 2. In addition, since the band-shaped plate 2 is pressed against the bar-shaped streak 1 by the “face” of the tip of the bolt 5, a high fixing force can be obtained, and the bar-shaped streak 1 is damaged by the bolt 5. Not even. It is not always necessary to mount the bolt 5 on the screw hole plate 4 in advance, but it is desirable to mount the bolt 5 on the screw hole plate 4 in advance in consideration of workability at the site.
[0034]
The reinforcing bar cage spacer 6 is used for adjusting a distance between an inner wall of the drilling hole and an outer peripheral portion of the reinforcing bar 20 to a set distance, for example, when the reinforcing cage 20 is built in the drilling hole. The distance between the inner wall of the excavation hole and the outer periphery of the rebar cage 20 can be adjusted over a wide range extremely easily by selecting and combining a plurality of types of tubular members 6d1, 6d2, and 6d3 having different lengths and inserting them into the shaft 6b. can do.
[0035]
FIG. 3 is a perspective view showing a configuration of a metal reinforcing bar according to 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 metal reinforcing bar 30 according to the embodiment (2). By screwing the bolt 5 to the nut 7 and tightening it, the intersection of the bar-shaped streak 1 and the band-shaped plate 2 is fixed.
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 4 by welding. By employing such a joining method, the nut 7 can be firmly joined to the screw hole plate portion 4 and joining with less variation in joining strength can be performed.
[0036]
4A and 4B are diagrams for explaining the structure of the reinforcing rod cage according to the embodiment of the present invention. FIG. 4A is a partial perspective view of the reinforcing rod cage, and FIG. FIG. 4C is a perspective view of a clip fitting to be used, and FIG. 7C is a perspective view showing a state in which an intersection between a bar-shaped streak and a hoop streak is fixed by the clip fitting.
[0037]
As shown in FIG. 4, in the reinforcing bar cage 20 according to the embodiment, a plurality of hoop bars 8 are wound around a plurality of bar bars 1 which are vertical bars. The respective intersections are assembled by welding or fixed by clip fittings 9. The strip 2 is wound between the plurality of hoops 8 so as to be in contact with the bar 1 from the inside of the reinforcing bar cage 20. It is fixed by any of such reinforcing bar fixing fittings 10, 30 (not shown in FIG. 4).
[0038]
However, it is not necessary that all the intersections between the bar-shaped bars 1 and the strip-shaped plates 2 are fixed by any of the reinforcing-bar fixing brackets 10 and 30 according to the embodiment. Considering this, it is only necessary to determine the intersection using the reinforcing metal fittings 10, 30.
[0039]
FIG. 4B is a perspective view illustrating an example of a clip used to fix an intersection between the bar-shaped streak 1 and the hoop streak 8. The clip metal 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 9 shown in FIG. 4B, the relationship between the bar-shaped streak 1, the hoop muscle 4, and the clip metal 9 is different from that shown in FIG. Become.
[0040]
In the reinforcing bar cage 20 according to the embodiment, since the band-shaped plate 2 as the reinforcing bar is fastened to the bar bar 1 as the main bar by the reinforcing bar fixing metal 10 or 30 according to the embodiment, Is firmly fixed. Therefore, the reinforcing effect of the band-shaped plate 2 is extremely high. Further, since the fastening bolts 5 are located inside the reinforcing cage 20, the heads of the fixing bolts 5 do not protrude outside the outer peripheral portion of the reinforcing cage 20. Therefore, when concrete is driven in and a concrete structure is constructed, there is no possibility that a thin portion caused by the fixing bolt 5 is generated between the surface of the structure and the reinforcing bar 20.
[0041]
The intersection of the bar-shaped streak 1 and the hoop streak 8 may be fixed by welding or by a clip 9. However, from the viewpoint of maintaining the quality of the reinforcing rod cage 20 and assembling properties, it is more preferable to fix the reinforcing rod cage 20 with the clip fitting 9.
[0042]
Further, the reinforcing bar cage 20 according to the embodiment uses the reinforcing bar fixing brackets 10 and 30 with the spacers 6 in at least four places among the reinforcing bar fixing brackets for fixing one round of the band-shaped plate 2. Assembled. In this case, it is desirable that the reinforcing bar fixing brackets 10 and 30 with the spacer 6 be used at positions at substantially equal angular intervals (90-degree intervals) about the central axis of the reinforcing bar cage 20. When the upper and lower belt-shaped plates 2 are viewed, a total of eight rebar fixing brackets 10 and 30 with spacers 6 are arranged at substantially equal angular intervals (45-degree intervals) about the central axis of the rebar cage 20. It is desirable that it be used at a certain location.
[0043]
According to the reinforcing bar cage 20 using the reinforcing bar fixing fittings 10 and 30 with the spacer 6, when the reinforcing bar cage 20 is installed in the drilling hole, the interval between the inner wall of the drilling hole and the outer peripheral portion of the reinforcing bar cage 20 is set as follows. It can be adjusted exactly to the set distance. In addition, the position of the head 6a of the spacer 6 can be adjusted very easily by selecting and combining a plurality of types of tubular members 6d1, 6d2, 6d3 having different lengths and inserting them into the shaft 6b. Can be arbitrarily selected between the inner wall and the outer peripheral portion of the reinforcing rod cage 20.
[0044]
Further, when the reinforcing bar cage 20 according to the embodiment is built in the excavation hole, the intersection between the bar-shaped bar 1 and the band-shaped plate 2 is fixed when the reinforcing bar cage 20 is lifted and dropped into the drilling hole. Some of the rebar fixing brackets 10 and 30 are removed, and the removed portions are inserted into the drill holes. In this case, it is desirable to remove all but the reinforcing bar fixing brackets 10 and 30 with the spacer 6, but it is not necessary to remove all. By reusing the removed reinforcing metal fittings 10 and 30, it is possible to significantly reduce the cost of the reinforcing rod cage 20.
[Brief description of the drawings]
FIG. 1 is a perspective view of a main part showing an aspect in which an intersection of reinforcing bars is fixed using a reinforcing-bar fixing metal according to an embodiment of the present invention.
FIG. 2 is a perspective view showing a spacer for a reinforcing bar cage according to the embodiment.
FIG. 3 is a perspective view showing a configuration of a metal reinforcing bar according to another embodiment.
4A and 4B are views for explaining the structure of the reinforcing bar cage according to the embodiment, in which FIG. 4A is a partial perspective view of the reinforcing bar cage, and FIG. 4B is a clip fitting used for fixing the bar bar and the hoop bar. (C) is a perspective view showing a state in which an intersection between a bar-shaped streak and a hoop streak is fixed by a clip.
FIG. 5 is a diagram showing an example of the structure of a conventional reinforcing cage, (a) is a plan view of the reinforcing cage, and (b) is a side view.
FIG. 6 is a partial perspective view showing a reinforcing bar cage reinforced with a conventional belt-like plate.
FIG. 7 is a perspective view showing a conventional metal fitting for fixing a reinforcing bar between a main reinforcing bar and a band-shaped plate.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 bar-shaped bar 2 band-shaped plate 3 bar-shaped bar gripping portion 4 screw hole plate portion 5 bolt 6 spacer 7 nut 8 hoop bar 9 clip fitting 10, 30 reinforcing bar fixing bracket 20 rebar cage

Claims (9)

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を備えていることを特徴とする鉄筋固定用金具。
Reinforcing metal fittings for fixing the intersection of the bar and the strip,
A bar-shaped muscle gripping portion which is positioned sandwiching the band-shaped plate in the vertical direction and has the C-shaped notch for the bar-shaped muscle insertion,
A rebar comprising: a screw hole plate portion formed with a screw hole for bolt screw connection for connecting the two bar-shaped bar gripping portions and tightening an intersection between the bar-shaped bar and the band-shaped plate. Fixing bracket.
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 metal fitting for fixing a reinforcing bar according to claim 1, wherein a nut for reinforcing the screw hole for bolt screwing 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を備えていることを特徴とする鉄筋固定用金具。
Reinforcing metal fittings for fixing the intersection of the bar and the strip,
A bar-shaped muscle gripping portion which is positioned sandwiching the band-shaped plate in the vertical direction and has the C-shaped notch for the bar-shaped muscle insertion,
A connecting plate portion formed with a through-hole through which a bolt for connecting the two bar-shaped stitch gripping portions and tightening an intersection between the bar-shaped streak and the band-shaped plate is passed;
And a nut for screwing the bolt fixed to a position of the connection plate portion communicating with the through hole.
鉄筋籠の建込みに用いられる鉄筋籠用スぺーサであって、
お椀形状をした頭部と、
長さ方向の一端側が前記頭部の内側に接合された軸部と、
該軸部が挿通され、鉄筋固定用金具に取り付けられる軸受けと、
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とを備えていることを特徴とする鉄筋籠用スぺーサ。
A spacer for a reinforcing bar used for building a reinforcing bar,
A bowl-shaped head,
A shaft portion having one end in the length direction joined to the inside of the head,
A bearing through which the shaft portion is inserted and attached to a reinforcing bar fixing bracket,
A tubular member that is inserted through the shaft portion and that defines a length of the head protruding from the bearing.
長さの異なる複数種の管状部材が用意されていることを特徴とする請求項4記載の鉄筋籠用スぺーサ。The spacer according to claim 4, wherein a plurality of types of tubular members having different lengths are prepared. 請求項4又は請求項5記載の鉄筋籠用スぺーサにおける前記軸受けが前記棒状筋把持部に固定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 spacer according to any one of claims 1 to 3, wherein the bearing of the rebar cage spacer according to claim 4 or 5 is fixed to the rod-shaped streak gripping portion. Metal fittings. 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1〜3又は6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 bar-shaped streaks arranged around the central axis substantially in parallel with the center axis direction, and a plurality of hoop streaks arranged in a circumferential direction substantially perpendicular to the center axis and having an intersection with the plurality of bar-shaped streaks And a rebar basket configured to include
It is arranged inside the bar-shaped streaks, and includes a reinforcing strip having an intersection with these bar-shaped streaks,
The intersection of the bar and the hoop is fixed by welding or clip fittings,
An intersecting portion between the bar-shaped bar and the band-shaped plate is fastened by the reinforcing bar fixing bracket according to any one of claims 1 to 3 or 6.
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6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7記載の鉄筋籠。The rebar cage according to claim 7, wherein at least four portions per cross of the intersection of the bar and the strip are fixed by the rebar fixing bracket according to claim 6. 請求項7又は請求項8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少なくとも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 rod cage according to claim 7 or 8 is erected in an excavation hole, after removing and collecting at least a part of the rebar fixing metal fittings fixing the bar-shaped bars and the band-shaped plate, A method for installing a reinforcing rod cage, comprising inserting the reinforcing rod cage into the excavation hole.
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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JP2012102477A (en) * 2010-11-08 2012-05-31 Cup Shokai Co Ltd Metal fitting for reinforcement fixation, reinforcement cage, and assembly method of reinforcement cage
JP2016180267A (en) * 2015-03-25 2016-10-13 東京鐵鋼株式会社 Pile cage and holding member thereof
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JP2020105730A (en) * 2018-12-26 2020-07-09 祐司 勝本 Design method of connected reinforcing bar basket
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JP2007278037A (en) * 2006-04-12 2007-10-25 Senshu Iwatani:Kk Method for preventing deformation of wire-cylinder, fixing metal fitting used in method, wire-cylinder and method for installing wire-cylinder
JP2012102477A (en) * 2010-11-08 2012-05-31 Cup Shokai Co Ltd Metal fitting for reinforcement fixation, reinforcement cage, and assembly method of reinforcement cage
JP2016180267A (en) * 2015-03-25 2016-10-13 東京鐵鋼株式会社 Pile cage and holding member thereof
CN106040921A (en) * 2016-05-24 2016-10-26 中交第航务工程局有限公司 Cylindrical steel reinforcement cage quick precise connection machining formwork and manufacturing method for steel reinforcement cages
JP2020105730A (en) * 2018-12-26 2020-07-09 祐司 勝本 Design method of connected reinforcing bar basket
JP7128108B2 (en) 2018-12-26 2022-08-30 祐司 勝本 Design method of interlocking reinforcing bar cage
JP2021147830A (en) * 2020-03-18 2021-09-27 株式会社恵信工業 Antenna bar for reinforcing-bar cage, and reinforcing-bar cage equipped with the same

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