JP2005002681A - Spacer for reinforcing bar - Google Patents

Spacer for reinforcing bar Download PDF

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Publication number
JP2005002681A
JP2005002681A JP2003168118A JP2003168118A JP2005002681A JP 2005002681 A JP2005002681 A JP 2005002681A JP 2003168118 A JP2003168118 A JP 2003168118A JP 2003168118 A JP2003168118 A JP 2003168118A JP 2005002681 A JP2005002681 A JP 2005002681A
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JP
Japan
Prior art keywords
reinforcing bar
spacer
bar
hoop
peripheral surface
Prior art date
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JP2003168118A
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Japanese (ja)
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JP3902158B2 (en
Inventor
Shinji Inui
信司 乾
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INUI SANGYO KK
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INUI SANGYO KK
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Priority to JP2003168118A priority Critical patent/JP3902158B2/en
Publication of JP2005002681A publication Critical patent/JP2005002681A/en
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  • Reinforcement Elements For Buildings (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a spacer for a reinforcing bar that can be stably attached to a cage. <P>SOLUTION: The spacer A for the reinforcing bar comprises: a longitudinal plate-like spacer member 1 in which a center part 11 of a length direction is contacted on the inner face of a dug hole H and upper and lower ends are bent toward a cage side; a contact fitting 2 provided on the upper end of the spacer member 1 and applied on the outside peripheral face part of a main vertical bar B1 of the cage B; a connection lever 3 sandwiching the main vertical bar B1 together with the contact fitting 2a by applying to the inside peripheral face part of the main vertical bar B1 and connecting both the ends to both the side parts of the contact fitting 2a; a swing suppressing one-sided part 14 formed so as to suppress right and left swing of the spacer member 1 for a hoop bar B2 of the cage B by bending the lower end of the spacer member 1 in the length direction of the main vertical bar B1; and a fitting 2b provided integrally on the swing suppression one-sided part 14 and connected to the main vertical bar B1 downward of the hoop bar B2. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、掘削穴内に建て込まれる鉄筋籠に取り付けて鉄筋籠と掘削穴の内面との間隔を所定間隔に維持するための鉄筋用スペーサに関する。
【0002】
【従来の技術】
従来から杭基礎工法の一つに場所打ち杭工法があり、この工法は地盤を掘削して掘削穴を形成し、この掘削穴内に鉄筋籠を挿入した後に掘削穴内にコンクリートを打設して現場で杭を造成する工法である。
【0003】
そして、上記のようにして造成された杭に所要の耐久性を付与するために一定のかぶりを確保する必要があり、特許文献1には、帯状板材を山形に曲げてなる膨出部と、前記膨出部の両端に形成され場所杭打ちの芯材を構成するフープ筋に係止するための上下係止部或いは芯材を構成する縦主筋に挟持する上下挟持手段とからなる場所杭打ちの芯材用スペーサが提案されている。
【0004】
しかしながら、上記芯材用スペーサにおける膨出部の両端に係止部を形成した場合にあっては、互いに上下方向に隣接するフープ筋の間隔と、上下係止部の間隔とを合致させておく必要があり、フープ筋の間隔と、芯材用スペーサにおける上下係止部の間隔とが僅かでも異なっていると芯材用スペーサをフープ筋に取り付けることができないといった問題点があった。
【0005】
又、上記芯材用スペーサにおける膨出部の両端に上下挟持手段を形成した場合にあっては、芯材用スペーサが縦主筋周りに不測に回動変位してしまって一定のかぶりを確保することができないことがあるといった問題点があった。
【0006】
【特許文献1】
特開平8−105044号公報
【0007】
【発明が解決しようとする課題】
本発明は、掘削穴内に建て込まれる鉄筋籠における上下方向に隣接するフープ筋の間隔に影響を受けず且つ鉄筋籠の縦主筋周りに不測に回動変位することなく鉄筋籠に安定的に取り付けることができる鉄筋用スペーサを提供する。
【0008】
【課題を解決するための手段】
請求項1に記載の鉄筋用スペーサは、長さ方向の中央部が掘削穴の内面に当接し、上下端部が鉄筋籠側に向かって屈折してなる縦長板状のスペーサ部材と、このスペーサ部材の上端部に設けられて鉄筋籠の縦主筋の外側周面部に当てがう当て金具と、上記縦主筋の内側周面部に当てがって両側端部を上記当て金具の両側部に連結することにより上記当て金具と共に縦主筋を挟持する連結杆と、上記スペーサ部材の下端部を縦主筋の長さ方向に屈折させることにより、鉄筋籠のフープ筋に対してスペーサ部材の左右方向の揺動を抑止するように形成した揺動抑止片部と、この揺動抑止片部に一体的に設けられてフープ筋の下方の縦主筋に連結させる金具又は上記揺動抑止片部からの延設部によって形成されてフープ筋に係止する連結片部とからなることを特徴とする。
【0009】
又、請求項2に記載の鉄筋用スペーサは、請求項1に記載の鉄筋用スペーサにおいて、揺動抑止片部は、フープ筋の外側周面部から下側周面部に亘って沿う側面L字状に形成されていることを特徴とする。
【0010】
そして、請求項3に記載の鉄筋用スペーサは、請求項1又は請求項2に記載の鉄筋用スペーサにおいて、フープ筋の下方の縦主筋に連結させる金具は、鉄筋籠の縦主筋の外側周面部に当てがう当て金具と、上記縦主筋の内側周面部に当てがって両側端部を上記当て金具の両側部に連結することにより上記当て金具と共に縦主筋を挟持する連結杆とからなることを特徴とする。
【0011】
最後に、請求項4に記載の鉄筋用スペーサは、請求項1に記載の鉄筋用スペーサにおいて、フープ筋に係止させる連結片部は、スペーサ部材の下端延設部をフック形状に形成してなることを特徴とする。
【0012】
【作用】
本発明の鉄筋用スペーサは、そのスペーサ部材の上端側において、当て金具と連結杆とによって鉄筋籠の縦主筋を挟持する一方、スペーサ部材の下端側において、フープ筋の下方の縦主筋に連結させ或いは連結片部をフープ筋に係止させていることから、鉄筋籠における上下方向に隣接するフープ筋の間隔とは関係なく鉄筋籠に取り付けることができる。
【0013】
そして、本発明の鉄筋用スペーサは、そのスペーサ部材に鉄筋籠のフープ筋に対してスペーサ部材の左右方向の揺動を抑止する揺動抑止片部を形成していることから、鉄筋籠に取り付けられた鉄筋用スペーサは、そのスペーサ部材の揺動抑止片部によって鉄筋籠の縦主筋周りに回動変位するのが確実に規制され、鉄筋籠に所望姿勢を確実に維持した状態に安定的に取り付けることができる。
【0014】
【発明の実施の形態】
本発明の鉄筋用スペーサの一例を図面を参照しつつ説明する。鉄筋用スペーサAのスペーサ部材1は、図1乃至図3に示したように、一定幅、一定厚みを有する縦長長方形状の金属製板状体の上下端部を鉄筋籠B側に先端に向かって拡開させた状態に屈折形成してなり、掘削穴Hの内周面H1に当接する中央部11と、この中央部11の上下端縁の夫々から延設された上下片部12、13とからなる。
【0015】
そして、上記スペーサ部材1の下端部には、その下側片部13の下端部を鉄筋籠Bの縦主筋B1に略平行に屈折させると共にこの屈折させた部分の下端部を更に鉄筋籠Bのフープ筋B2側に向かって略直角に屈折形成することによって、起立部14a とこの起立部14a の下端縁からフープ筋B2側に向かって略水平方向に延設された下端部14b とからなる揺動抑止片部14が形成されており、この揺動抑止片部14は、鉄筋用スペーサAを鉄筋籠Bに取り付けた際、鉄筋籠Bのフープ筋B2の外側周面部から下側周面部に亘って沿った状態となってスペーサ部材1がフープ筋B2に対して左右方向に揺動するのを抑止するように構成している。
【0016】
更に、図1及び図2に示したように、上記スペーサ部材1の上下端の夫々には同一構造を有する上下当て金具2a、2bが一体的に設けられていると共に、この上下当て金具2a、2bには連結杆3a、3bが連結されている。
【0017】
上記当て金具2a、2bは、一定幅、一定厚みを有する正面横長長方形状の金属製板状体の幅方向の両端部をそれぞれ鉄筋籠B側に向かって直角に屈曲形成すると共に長さ方向の両端部を鉄筋籠B側に向かって先端に向かって拡開させた状態に屈曲形成されてなる。
【0018】
即ち、上記当て金具2a、2bは、一定上下幅を有する正面横長長方形状の中央部21a 、21b における長さ方向の両側端部には鉄筋籠B側に先端に向かって拡開した状態に両側片部22a 、22b 、23a 、23b が突設されていると共に中央部21a 、21b 及び両側片部22a 、22b 、23a 、23b の上下端縁の夫々にその全長に亘って所定幅を有する平面略弓形状の上下フラップ片24a 、24b 、25a 、25b が鉄筋籠B側に向かって突設されてなる。
【0019】
そして、上記当て金具2a、2bの一側片部22a 、22b には、その内外面間に亘って貫通し且つ一側片部22a 、22b の先端面に開口してなる一定幅の切欠き部221a、221bが形成されている一方、上記当て金具2a、2bの他側片部23a 、23b には、上記連結杆3a、3bが挿通可能な左右方向に長い楕円形状の挿通孔231a、231bが他側片部23a 、23b の内外面間に亘って貫通した状態に貫設されている。なお、切欠き部221a、221bの幅は、連結杆3a、3bの直径よりも広くなるように形成されている。
【0020】
更に、上記当て金具2a、2bに連結されている連結杆3a、3bは、一定長さ、一定径を有する金属製棒状体をその中央部から略直角に屈曲させることによって平面L字状に形成されており、連結杆3a、3bの一端部を上記当て金具2a、2bの一側片部22a 、22b の切欠き部221a、221bに挿脱自在に挿通させていると共に、連結杆3a、3bの他端部を上記当て金具2a、2bの他側片部23a 、23b の挿通孔231a、231bに挿脱自在に挿通させている。
【0021】
そして、上記連結杆3a、3bの長さ方向の両端部の夫々には螺子溝31a 、31b 、32a 、32b が刻設され、当て金具2a、2bの切欠き部221a、221b及び挿通孔231a、231bから外方に突出した連結杆3a、3bの螺子溝31a 、31b 、32a 、32b の夫々にはナット体33a 、33b 、34a 、34b が進退自在に螺合されており、このナット体33a 、33b 、34a 、34b を連結杆3a、3bの螺子溝31a 、31b 、32a 、32b に対して進退させることによって、連結杆3a、3bとこれに対向する当て金具2a、2bの上下フラップ片24a 、24b 、25a 、25b との間の間隔を調整することができるように構成されている。
【0022】
このように構成された上側当て金具2aの中央部21a の下端縁に突設された下側フラップ片25a 部分を上記スペーサ部材1の上端縁部上面に固着一体化すると共に、下側当て金具2bの中央部21b の上端縁に突設された上側フラップ片24b 部分を上記スペーサ部材1の揺動抑止片部14の下端部14b の下面に固着一体化することによって鉄筋用スペーサAが構成されている。
【0023】
そして、図3に示したように、上記鉄筋用スペーサAにおける上下当て金具2a、2bとこれに対向する上下連結杆3a、3bとの間に同一の縦主筋B1を一本、挿通させると共に上下当て金具2a、2bとこれに対向する上下連結杆3a、3bとによって上記縦主筋B1を挟持すると、この縦主筋B1と、上記鉄筋用スペーサAのスペーサ部材1の中央部11及び揺動抑止片部14とが略平行な状態になると共に、上記縦主筋B1とこれに対向する鉄筋用スペーサAのスペーサ部材1の揺動抑止片部14との間にフープ筋B2が配設され、このフープ筋B2の外側周面部から下側周面部に亘って揺動抑止片部14が当接し或いは僅かな隙間を存して沿った状態となるように構成されている。
【0024】
次に、上記鉄筋用スペーサAの使用要領について説明する。先ず、図4に示したように、複数個の平面円形状のフープ筋B2、B2・・・を所定間隔毎に配設すると共に、これら複数個のフープ筋B2、B2・・・間を跨ぎ且つ各フープ筋B2に略直交した状態に複数本の直条の縦主筋B1、B1・・・をフープ筋B2、B2・・・の内側に所定間隔毎に配設、固定することによって鉄筋籠Bを作製する。
【0025】
しかる後、鉄筋用スペーサAにおける上下連結杆3a、3bの両端部に螺合させているナット体33a 、33b 、34a 、34b を螺退させた上で、連結杆3a、3bの一端部を、当て金具2a、2bの切欠き部221a、221bを通じて、当て金具2a、2bの一側片部22a、22b から取り外す。
【0026】
そして、鉄筋用スペーサAにおけるスペーサ部材1の揺動抑止片部14の起立部14a を鉄筋籠Bにおける縦主筋B1とフープ筋B2との交差部におけるフープ筋B2の外側周面部に当接或いは小間隔を存して対向させると共に、揺動抑止片部14の下端部14b をフープ筋B2の下側周面部に当接或いは小間隔を存して対向させた状態とし、更に、上記揺動抑止片部14を沿わせた上記フープ筋B2に交差する縦主筋B1におけるフープ筋B2の下方近傍部分の外側周面部に下側当て金具2bの上下フラップ片24b 、25b の先端縁を、上記フープ筋B2の上方に位置する上記縦主筋B1部分の外側周面部に上側当て金具2aの上下フラップ片24a 、25a の先端縁を当接させた状態とする。
【0027】
次に、上下当て金具2a、2bの切欠き部221a、221b内に連結杆3a、3bの一端部をこの一端部に螺合させたナット体33a 、33b が当て金具2a、2bの一側片部22a 、22b の外側に配設された状態にして挿入する。
【0028】
続いて、上下連結杆3a、3bの両端部に螺合させているナット体33a 、33b 、34a 、34b を螺進させることによって、上下連結杆3a、3bとこれに対向する上下当て金具2a、2bとによって同一の縦主筋B1を挟持することによって、鉄筋用スペーサAを鉄筋籠Bの外周面に安定的に取り付ける。
【0029】
このような要領を繰り返して、鉄筋籠Bにおける縦主筋B1とフープ筋B2との交差部に鉄筋用スペーサAを取り付ける。この時、鉄筋用スペーサAは、鉄筋籠Bにおける縦主筋B1とフープ筋B2との交差部の全てに取り付けられる必要はなく、縦主筋B1とフープ筋B2との任意の交差部に取り付けられればよいが、鉄筋籠Bの外周面に略均一に鉄筋用スペーサAを取り付けるのが好ましい。
【0030】
しかる後、図5及び図6に示したように、別途、地上から所定深さに亘って掘削形成された平面円形状の掘削穴H内に、複数個の鉄筋用スペーサA、A・・・が取り付けられた鉄筋籠Bを下端から順次、挿入して配設する。
【0031】
この時、鉄筋籠Bの外周面に取り付けられた鉄筋用スペーサAにおけるスペーサ部材1の中央部11が掘削穴Hの内周面H1に摺接して、鉄筋用スペーサAには鉄筋籠Bの掘削穴H内への挿入方向とは反対方向に応力が加わるが、上記鉄筋用スペーサAのスペーサ部材1の揺動抑止片部14がフープ筋B2に下方から係止した状態になっていると共に、鉄筋用スペーサAの揺動抑止片部14によって鉄筋用スペーサAが鉄筋籠Bの縦主筋B1周りに不測に回動変位するのを確実に阻止している。
【0032】
従って、鉄筋用スペーサAは、鉄筋籠Bの掘削穴H内への配設中、配設後も、掘削穴Hの内周面H1との間の摺接によって加えられる応力にもかかわらず、鉄筋籠Bの所定の取付位置に正確な姿勢で確実に取り付けられた状態を維持する。
【0033】
そして、図7に示したように、鉄筋籠Bが掘削穴H内に配設された状態においては、鉄筋用スペーサAのスペーサ部材1の中央部11が掘削穴Hの内周面H1に当接した状態となっており、鉄筋籠Bの外周面とこれに対向する掘削穴Hの内周面H1のとの間には鉄筋用スペーサAによって鉄筋籠Bの全周に亘って略均一な隙間が形成されている。
【0034】
しかる後、上記掘削穴H内にコンクリートを打設して杭が形成されるが、上述の如く、鉄筋用スペーサAによって鉄筋籠Bの外周面とこれに対向する掘削穴Hの内周面H1との間には略一定の隙間が形成されていることから、得られる杭にはその全周に亘って略均一な厚みのかぶりが形成されており、所望の耐久性を有する杭を得ることができる。
【0035】
次に、鉄筋用スペーサの別の実施例について説明する。鉄筋用スペーサA’のスペーサ部材4は、図8に示したように、一定幅、一定厚みを有する縦長長方形状の金属製板状体の上下端部を鉄筋籠側に向かって先端に向かって拡開させた状態に屈折形成してなり、掘削穴Hの内周面H1に当接する中央部41と、この中央部41の上下端縁の夫々から延設された上下片部42、43とからなる。
【0036】
そして、上記スペーサ部材4の下端部には、その下側片部43の下端部を鉄筋籠Bの縦主筋B1に略平行に屈折させて揺動抑止片部44に形成していると共に、この揺動抑止片部44から下方に延設された部分をフープ筋B2側に上方に向かってフック形状に屈曲形成することにより連結片部45に形成している。
【0037】
更に、上記連結片部45における幅方向の中央部には、その先端面に開口する一定幅の切欠き部451 が両面間に亘って貫通した状態に連結片部45の長さ方向の全長に亘って形成されており、鉄筋用スペーサAの連結片部45を、鉄筋籠Bの主鉄筋B1とフープ筋B2との交差部にてフープ筋B2に係止させた際に、連結片部45と主鉄筋B1とが衝突するのを上記切欠き部451 によって回避している。なお、この切欠き部451 は、上記揺動抑止片部44に達していてもよい。
【0038】
加えて、上記スペーサ部材4の上端には、上記当て金具2と同様の構造を有する当て金具5が一体的に設けられていると共に、この当て金具5には上記連結杆3a、3bと同様の構造を有する連結杆6が連結されている。
【0039】
具体的には、上記当て金具5は、一定幅、一定厚みを有する正面横長長方形状の金属製板状体の幅方向の両端部をそれぞれ鉄筋籠B側に向かって直角に屈曲形成すると共に長さ方向の両端部を鉄筋籠B側に先端に向かって拡開させた状態に屈曲形成されてなる。
【0040】
即ち、上記当て金具5は、一定上下幅を有する正面横長長方形状の中央部51における長さ方向の両側端部には鉄筋籠B側に先端に向かって拡開した状態に両側片部52、53が突設されていると共に中央部51及び両側片部52、53の上下端縁の夫々にその全長に亘って所定幅を有する平面略弓形状の上下フラップ片54、55が鉄筋籠B側に向かって突設されてなる。
【0041】
そして、上記当て金具5の一側片部52には、その内外面間に亘って貫通し且つ一側片部52の先端面に開口してなる一定幅の切欠き部521 が形成されていると一方、上記当て金具5の他側片部53には、上記連結杆6が挿通可能な左右方向に長い楕円形状の挿通孔531 が他側片部53の内外面間に亘って貫通した状態に貫設されている。なお、切欠き部521 の幅は、連結杆6の直径よりも広くなるように形成されている。
【0042】
更に、上記当て金具5に連結されている連結杆6は、一定長さを有する金属製棒状体をその中央部から直角に屈曲させることによって平面L字状に形成されており、連結杆6の一端部を上記当て金具5の一側片部52の切欠き部521 に挿脱自在に挿通させていると共に、連結杆6の他端部を上記当て金具5の他側片部53の挿通孔531 に挿脱自在に挿通させている。
【0043】
そして、上記連結杆6の長さ方向の両端部の夫々には螺子溝61、62が刻設され、当て金具5の切欠き部521 及び挿通孔531 から外方に突出した連結杆6の螺子溝61、62の夫々にはナット体63、64が進退自在に螺合されており、このナット体63、64を連結杆6の螺子溝61、62に対して進退させることによって、連結杆6とこれに対向する当て金具5の上下フラップ片54、55との間の間隔を調整することができるように構成されている。
【0044】
このように構成された当て金具5の中央部51における外面下端部を上記スペーサ部材4の上端部に固着一体化することによって鉄筋用スペーサAが構成されている。
【0045】
そして、図9に示したように、上記鉄筋用スペーサA’の連結片部45を、鉄筋籠Bの縦主筋B1とフープ筋B2との交差部分におけるフープ筋B2に下方から係止させると共に、このフープ筋B2に交差する縦主筋B1をフープ筋B2の上方側において当て金具5とこれに対向する連結杆6とによって挟持させると、この縦主筋B1と、上記鉄筋用スペーサA’のスペーサ部材4の中央部41及び揺動抑止片部44とが略平行な状態になるように構成されている。
【0046】
次に、上記鉄筋用スペーサA’の使用要領について説明する。鉄筋用スペーサA’における連結杆6の両端部に螺合させているナット体63、64を螺退させた上で、連結杆6の一端部を、当て金具5の切欠き部521 を通じて、当て金具5の一側片部52から取り外す。
【0047】
そして、鉄筋用スペーサA’における連結片部45を、鉄筋籠Bの縦主筋B1とフープ筋B2との交差部分におけるフープ筋B2に下方から係止させると共に、このフープ筋B2の上方に位置する上記縦主筋B1部分の外側周面部に上側当て金具5の上下フラップ片54、55の先端縁を当接させた状態とする。
【0048】
次に、当て金具5の切欠き部521 内に連結杆6の一端部をこの一端部に螺合させたナット体63が当て金具5の一側片部52の外側に配設された状態にして挿入する。
【0049】
続いて、連結杆6の両端部に螺合させているナット体63、64を螺進させ、連結杆6とこれに対向する当て金具5とによって、鉄筋用スペーサA’の連結片部45を係止させているフープ筋B2に交差する縦主筋B1をフープ筋B2の上方側にて挟持することにより、鉄筋用スペーサAを鉄筋籠Bの外周面に安定的に取り付ける。
【0050】
このような要領を繰り返して、鉄筋籠Bにおける縦主筋B1とフープ筋B2との交差部に鉄筋用スペーサA’を取り付ける(図10参照)。この時、鉄筋用スペーサA’は、鉄筋籠Bにおける縦主筋B1とフープ筋B2との交差部の全てに取り付けられる必要はなく、縦主筋B1とフープ筋B2との任意の交差部に取り付けられればよいが、鉄筋籠Bの外周面に略均一に鉄筋用スペーサA’を取り付けるのが好ましい。
【0051】
しかる後、図11乃び図12に示したように、別途、地上から所定深さに亘って掘削形成された平面円形状の掘削穴H内に、複数個の鉄筋用スペーサA’、A’・・・が取り付けられた鉄筋籠Bを下端から順次、挿入して配設する。
【0052】
この時、鉄筋籠Bの外周面に取り付けられた鉄筋用スペーサA’におけるスペーサ部材4の中央部41が掘削穴Hの内周面H1に摺接して、鉄筋用スペーサA’には鉄筋籠Bの掘削穴H内への挿入方向とは反対方向に応力が加わるが、上記鉄筋用スペーサA’のスペーサ部材4の連結片部45がフープ筋B2に下方から係止した状態になっていると共に、鉄筋用スペーサA’の揺動抑止片部44によって鉄筋用スペーサA’が鉄筋籠Bの縦主筋B1周りに不測に回動するのを阻止している。
【0053】
従って、鉄筋用スペーサA’は、鉄筋籠Bの掘削穴H内への配設中、配設後も、掘削穴Hの内周面H1との間の摺接によって加えられる応力にもかかわらず、鉄筋籠Bの所定の取付位置に正確な姿勢で確実に取り付けられた状態を維持する。
【0054】
そして、図13に示したように、鉄筋籠Bが掘削穴H内に配設された状態においては、鉄筋用スペーサA’のスペーサ部材4の中央部41が掘削穴Hの内周面H1に当接した状態となっており、鉄筋籠Bの外周面とこれに対向する掘削穴Hの内周面H1のとの間には鉄筋用スペーサA’によって鉄筋籠Bの全周に亘って略均一な隙間が形成されている。なお、上記以外の要領は、鉄筋用スペーサAと同様の要領であるのでその説明を省略する。
【0055】
【発明の効果】
請求項1に記載の鉄筋用スペーサは、長さ方向の中央部が掘削穴の内面に当接し、上下端部が鉄筋籠側に向かって屈折してなる縦長板状のスペーサ部材と、このスペーサ部材の上端部に設けられて鉄筋籠の縦主筋の外側周面部に当てがう当て金具と、上記縦主筋の内側周面部に当てがって両側端部を上記当て金具の両側部に連結することにより上記当て金具と共に縦主筋を挟持する連結杆と、上記スペーサ部材の下端部を縦主筋の長さ方向に屈折させることにより、鉄筋籠のフープ筋に対してスペーサ部材の左右方向の揺動を抑止するように形成した揺動抑止片部と、この揺動抑止片部に一体的に設けられてフープ筋の下方の縦主筋に連結させる金具又は上記揺動抑止片部からの延設部によって形成されてフープ筋に係止する連結片部とからなることを特徴とするので、鉄筋籠における縦主筋とフープ筋との交差部分に鉄筋用スペーサを安定的に取り付けることができる。
【0056】
しかも、上記鉄筋用スペーサは、鉄筋籠の外周面に取り付けた状態においては、該鉄筋用スペーサの揺動抑止片部により縦主筋周りに不測に回動変位するといったことはなく、よって、鉄筋用スペーサを鉄筋籠に正確に且つ確実に取り付けた状態に維持することができる。
【0057】
更に、上記鉄筋用スペーサは、鉄筋籠の縦主筋及びフープ筋に溶接することなく鉄筋籠の外周面に安定的に取り付けることができるので、鉄筋籠の縦主筋及びフープ筋の強度を低下させることがなく、よって、上記鉄筋用スペーサを用いることにより優れた強度を有する杭を確実に製造することができる。
【0058】
又、請求項2に記載の鉄筋用スペーサは、請求項1に記載の鉄筋用スペーサにおいて、揺動抑止片部は、フープ筋の外側周面部から下側周面部に亘って沿う側面L字状に形成されていることを特徴とするので、鉄筋籠のフープ筋に鉄筋用スペーサの揺動抑止片部を沿わせた状態に取り付けることができ、よって、鉄筋用スペーサを取り付けた鉄筋籠を掘削穴に挿入する際に鉄筋用スペーサに外力が加わっても、揺動抑止片部がフープ筋に下方から係止した状態となって、鉄筋用スペーサは鉄筋籠の所定位置に配設された状態を確実に維持し、鉄筋籠とこれに対向する掘削穴の内周面との間に所望隙間を確実に形成することができる。
【0059】
そして、請求項3に記載の鉄筋用スペーサは、請求項1又は請求項2に記載の鉄筋用スペーサにおいて、フープ筋の下方の縦主筋に連結させる金具は、鉄筋籠の縦主筋の外側周面部に当てがう当て金具と、上記縦主筋の内側周面部に当てがって両側端部を上記当て金具の両側部に連結することにより上記当て金具と共に縦主筋を挟持する連結杆とからなることを特徴とするので、縦主筋を上下当て金具とこれに対向する上下連結杆とによって確実に挟持して鉄筋用スペーサを鉄筋籠の外周面に安定的に且つ確実に取り付けることができる。
【0060】
最後に、請求項4に記載の鉄筋用スペーサは、請求項1に記載の鉄筋用スペーサにおいて、フープ筋に係止させる連結片部は、スペーサ部材の下端延設部をフック形状に形成してなることを特徴とするので、連結片部をフープ筋に係止させることによって鉄筋用スペーサの下端部を安定的にフープ筋に固定させることができる。
【図面の簡単な説明】
【図1】本発明の鉄筋用スペーサを示した斜視図である。
【図2】図1の鉄筋用スペーサの当て金具及び連結杆を示した横断面図である。
【図3】図1の鉄筋用スペーサの使用状態を示した斜視図である。
【図4】図1の鉄筋用スペーサの使用状態を示した斜視図である。
【図5】図1の鉄筋用スペーサの使用状態を示した模式図である。
【図6】図1の鉄筋用スペーサの使用状態を示した模式図である。
【図7】図1の鉄筋用スペーサの使用状態を示した縦断面図である。
【図8】本発明の鉄筋用スペーサの他の一例を示した斜視図である。
【図9】図8の鉄筋用スペーサの使用状態を示した斜視図である。
【図10】図8の鉄筋用スペーサの使用状態を示した斜視図である。
【図11】図8の鉄筋用スペーサの使用状態を示した模式図である。
【図12】図8の鉄筋用スペーサの使用状態を示した模式図である。
【図13】図8の鉄筋用スペーサの使用状態を示した縦断面図である。
【符号の説明】
1 スペーサ部材
14 揺動抑止片部
2a、2b 当て金具
3a、3b 連結杆
4 スペーサ部材
44 揺動抑止片部
5 当て金具
6 連結杆
A、A’ 鉄筋用スペーサ
B 鉄筋籠
B1 縦主筋
B2 フープ筋
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a reinforcing bar spacer that is attached to a reinforcing bar to be built in a drilling hole and maintains a predetermined distance between the reinforcing bar and the inner surface of the drilling hole.
[0002]
[Prior art]
Conventionally, there is a cast-in-place pile method as one of the pile foundation methods. This method excavates the ground to form a drill hole, inserts a reinforcing bar into the drill hole, and then casts concrete into the drill hole. This is a construction method for building piles.
[0003]
And it is necessary to ensure a certain cover to give the required durability to the pile formed as described above, Patent Document 1 includes a bulging portion formed by bending a belt-like plate material into a mountain shape, Place pile driving comprising upper and lower engaging portions for engaging with hoop muscles forming the core material of the place pile formed at both ends of the bulging portion or upper and lower clamping means for holding between the longitudinal main reinforcements constituting the core material. A spacer for a core material has been proposed.
[0004]
However, when the locking portions are formed at both ends of the bulging portion in the core spacer, the distance between the hoop muscles adjacent to each other in the vertical direction is matched with the distance between the vertical locking portions. Therefore, there is a problem that the core material spacer cannot be attached to the hoop line if the distance between the hoop lines is slightly different from the distance between the upper and lower engaging portions of the core material spacer.
[0005]
Further, in the case where the upper and lower clamping means are formed at both ends of the bulging portion in the core spacer, the core spacer is unintentionally rotated and displaced around the longitudinal main bar to ensure a certain fog. There was a problem that sometimes it was not possible.
[0006]
[Patent Document 1]
JP-A-8-105044
[0007]
[Problems to be solved by the invention]
The present invention stably attaches to the reinforcing bar bar without being affected by the distance between the hoop bars adjacent in the vertical direction in the reinforcing bar bar built in the excavation hole and without unexpectedly rotating around the longitudinal main bar of the reinforcing bar bar. A rebar spacer is provided.
[0008]
[Means for Solving the Problems]
The reinforcing bar spacer according to claim 1 is a vertically long plate-like spacer member in which the central portion in the length direction is in contact with the inner surface of the excavation hole and the upper and lower end portions are refracted toward the reinforcing bar side, and the spacer A fitting provided at the upper end of the member and applied to the outer peripheral surface portion of the longitudinal main bar of the reinforcing bar rod, and both end portions connected to the inner peripheral surface portion of the vertical main bar to the both side portions of the fitting. By refracting the lower end of the spacer member in the longitudinal direction of the longitudinal main bar by refracting the connecting bar that holds the vertical main bar together with the brace, the spacer member swings in the left-right direction with respect to the hoop bar of the reinforcing bar bar Swing restraint piece formed so as to restrain the swing, and a metal fitting integrally provided on the swing restraint piece and connected to the longitudinal main bar below the hoop muscle, or an extended portion from the swing restraint piece From the connecting piece portion formed by and locked to the hoop muscle And wherein the Rukoto.
[0009]
According to a second aspect of the present invention, in the reinforcing bar spacer according to the first aspect of the present invention, in the reinforcing bar spacer, the rocking restraint piece is formed in an L-shaped side surface extending from the outer peripheral surface portion to the lower peripheral surface portion of the hoop. It is characterized by being formed.
[0010]
The reinforcing bar spacer according to claim 3 is the reinforcing bar spacer according to claim 1 or 2, wherein the metal fitting connected to the vertical main bar below the hoop bar is the outer peripheral surface portion of the vertical main bar of the reinforcing bar bar. And a connecting rod that holds the vertical main bar together with the above-mentioned metal fitting by connecting both end portions to both side parts of the above-mentioned vertical metal bar. It is characterized by.
[0011]
Finally, the reinforcing bar spacer according to claim 4 is the reinforcing bar spacer according to claim 1, wherein the connecting piece portion to be engaged with the hoop bar is formed by forming the lower end extending portion of the spacer member in a hook shape. It is characterized by becoming.
[0012]
[Action]
The reinforcing bar spacer according to the present invention sandwiches the vertical main bar of the reinforcing bar with the brace and the connecting bar on the upper end side of the spacer member, and connects to the vertical main bar below the hoop bar on the lower end side of the spacer member. Alternatively, since the connecting piece is locked to the hoop bar, it can be attached to the bar bar regardless of the interval between the hoop bars adjacent in the vertical direction in the bar bar.
[0013]
And the spacer for reinforcing bars of the present invention is attached to the reinforcing bar rod because the spacer member is formed with a swing restraining piece portion that restrains the horizontal swing of the spacer member with respect to the hoop bars of the reinforcing bar rod. The rebar spacer is reliably restricted from being pivoted and displaced around the longitudinal main bar of the rebar rod by the rocking restraint piece of the spacer member, and is stably maintained in a state in which the desired posture is reliably maintained on the rebar rod. Can be attached.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
An example of the reinforcing bar spacer of the present invention will be described with reference to the drawings. As shown in FIGS. 1 to 3, the spacer member 1 of the reinforcing bar spacer A has the upper and lower ends of a vertically long rectangular metal plate having a constant width and a constant thickness facing the reinforcing bar B side toward the tip. The center portion 11 is formed in a bent state and is in contact with the inner peripheral surface H1 of the excavation hole H, and the upper and lower pieces 12, 13 extending from the upper and lower edges of the center portion 11, respectively. It consists of.
[0015]
Further, the lower end portion of the lower piece 13 is refracted substantially parallel to the longitudinal main reinforcement B1 of the reinforcing bar B and the lower end portion of the refracted portion is further provided on the lower end of the spacer member 1 of the reinforcing bar B. By refracting at a substantially right angle toward the hoop line B2 side, the rocker is composed of an upright part 14a and a lower end part 14b extending substantially horizontally from the lower end edge of the upright part 14a toward the hoop line B2 side. The movement restraining piece 14 is formed. When the reinforcing bar spacer A is attached to the reinforcing bar 籠 B, the swinging restraining piece 14 extends from the outer peripheral surface of the hoop bar B2 of the reinforcing bar 籠 B to the lower peripheral surface. The spacer member 1 is configured to prevent the spacer member 1 from swinging in the left-right direction with respect to the hoop line B2.
[0016]
Further, as shown in FIGS. 1 and 2, upper and lower abutting fittings 2a and 2b having the same structure are integrally provided on the upper and lower ends of the spacer member 1, respectively. Connection rods 3a and 3b are connected to 2b.
[0017]
The above-mentioned metal fittings 2a, 2b are formed by bending both ends in the width direction of a metal plate-like body having a constant width and a constant thickness in the direction of the length toward the reinforcing bar B side and in the length direction. It is formed by bending in a state where both ends are expanded toward the tip toward the reinforcing bar B side.
[0018]
That is, the above-mentioned metal fittings 2a and 2b are arranged in a state where both sides in the longitudinal direction at the center portions 21a and 21b of the front horizontally long rectangular shape having a certain vertical width are expanded toward the tip toward the reinforcing bar B side. The flat portions having a predetermined width over the entire length of the central portions 21a, 21b and the upper and lower end edges of the central portions 21a, 21b and the side pieces 22a, 22b, 23a, 23b are provided with projecting pieces 22a, 22b, 23a, 23b. Bow-shaped upper and lower flap pieces 24a, 24b, 25a, and 25b are provided to project toward the reinforcing bar B side.
[0019]
The one-side piece portions 22a, 22b of the above-mentioned metal fittings 2a, 2b penetrate through between the inner and outer surfaces and are open at the front end surfaces of the one-side piece portions 22a, 22b. 221a and 221b are formed, and the other side pieces 23a and 23b of the metal fittings 2a and 2b have elliptical insertion holes 231a and 231b that are long in the left-right direction through which the connecting rods 3a and 3b can be inserted. It penetrates in the state penetrated over the inner and outer surfaces of the other side pieces 23a, 23b. Note that the widths of the notches 221a and 221b are formed to be wider than the diameters of the connecting rods 3a and 3b.
[0020]
Further, the connecting rods 3a and 3b connected to the above-mentioned metal fittings 2a and 2b are formed in a plane L shape by bending a metal rod-like body having a fixed length and a fixed diameter from the central portion thereof at a substantially right angle. One end of each of the connecting rods 3a and 3b is removably inserted into the cutout portions 221a and 221b of the one side piece portions 22a and 22b of the above-mentioned fittings 2a and 2b, and the connecting rods 3a and 3b Are inserted into the insertion holes 231a, 231b of the other side pieces 23a, 23b of the above-mentioned metal fittings 2a, 2b in a detachable manner.
[0021]
Then, screw grooves 31a, 31b, 32a, 32b are formed on both ends in the length direction of the connecting rods 3a, 3b, and the notches 221a, 221b and the insertion holes 231a, Nut bodies 33a, 33b, 34a, and 34b are threadably engaged with the screw grooves 31a, 31b, 32a, and 32b of the connecting rods 3a and 3b that protrude outward from the 231b. The nut bodies 33a, By moving 33b, 34a, 34b forward and backward with respect to the screw grooves 31a, 31b, 32a, 32b of the connecting rods 3a, 3b, the upper and lower flap pieces 24a of the connecting rods 3a, 3b and the metal fittings 2a, 2b facing the connecting rods 3a, 3b, It is comprised so that the space | interval between 24b, 25a, 25b can be adjusted.
[0022]
The lower flap piece 25a projecting from the lower end edge of the central portion 21a of the upper abutting metal fitting 2a constructed in this way is fixedly integrated with the upper surface of the upper end edge of the spacer member 1 and the lower abutting metal fitting 2b. The upper flap piece 24b protruding from the upper edge of the central portion 21b is fixedly integrated with the lower surface of the lower end portion 14b of the swing restraining piece portion 14 of the spacer member 1 to form a reinforcing bar spacer A. Yes.
[0023]
As shown in FIG. 3, the same vertical main reinforcing bar B1 is inserted between the upper and lower metal fittings 2a and 2b and the upper and lower connecting rods 3a and 3b opposite to the upper and lower metal fittings 2a and 2b in the reinforcing bar spacer A and When the vertical main bar B1 is sandwiched between the metal fittings 2a and 2b and the upper and lower connecting rods 3a and 3b facing the metal bars 2a and 2b, the vertical main bar B1, the central portion 11 of the spacer member 1 of the reinforcing bar spacer A, and the swing suppression piece. The portion 14 is in a substantially parallel state, and a hoop bar B2 is disposed between the vertical main bar B1 and the swing restraining piece 14 of the spacer member 1 of the spacer A for the reinforcing bar. The swing suppression piece 14 is configured to contact or extend along a slight gap from the outer peripheral surface portion to the lower peripheral surface portion of the muscle B2.
[0024]
Next, the usage point of the said reinforcing bar spacer A is demonstrated. First, as shown in FIG. 4, a plurality of planar circular hoops B2, B2,... Are arranged at predetermined intervals, and the plurality of hoops B2, B2,. Further, a plurality of straight main bars B1, B1,... Are arranged at predetermined intervals inside the hoops B2, B2,. B is prepared.
[0025]
Thereafter, after nut bodies 33a, 33b, 34a, and 34b screwed to both ends of the upper and lower connecting rods 3a and 3b in the reinforcing bar spacer A are screwed, one end portions of the connecting rods 3a and 3b are It removes from the one side piece part 22a, 22b of the metal fittings 2a and 2b through the notch parts 221a and 221b of the metal fittings 2a and 2b.
[0026]
Then, the upright portion 14a of the swing restraining piece 14 of the spacer member 1 in the reinforcing bar spacer A is brought into contact with or slightly contacted with the outer peripheral surface portion of the hoop bar B2 at the intersection of the longitudinal main bar B1 and the hoop bar B2 in the reinforcing bar B. The lower end portion 14b of the rocking restraint piece 14 is opposed to the lower peripheral surface portion of the hoop muscle B2 or opposed with a small gap therebetween, and the rocking restraint is further made. The front edge of the upper and lower flap pieces 24b, 25b of the lower metal fitting 2b is connected to the outer peripheral surface portion of the longitudinal main reinforcement B1 crossing the hoop reinforcement B2 along the piece 14 near the lower portion of the hoop reinforcement B2. The top edges of the upper and lower flap pieces 24a, 25a of the upper abutting fitting 2a are brought into contact with the outer peripheral surface portion of the vertical main bar B1 located above B2.
[0027]
Next, nut bodies 33a and 33b in which one end portions of the connecting rods 3a and 3b are screwed into the notches 221a and 221b of the upper and lower metal fittings 2a and 2b are one side pieces of the metal fittings 2a and 2b. Inserted in a state of being disposed outside the portions 22a and 22b.
[0028]
Subsequently, the nut bodies 33a, 33b, 34a, 34b screwed to the both ends of the upper and lower connecting rods 3a, 3b are screwed, so that the upper and lower connecting rods 3a, 3b and the upper and lower abutting fittings 2a, The reinforcing bar spacer A is stably attached to the outer peripheral surface of the reinforcing bar bar B by sandwiching the same vertical main bar B1 with 2b.
[0029]
By repeating such a procedure, the reinforcing bar spacer A is attached to the intersection of the longitudinal main bar B1 and the hoop bar B2 in the reinforcing bar rod B. At this time, the reinforcing bar spacer A does not need to be attached to all the intersections of the longitudinal main bars B1 and the hoops B2 in the reinforcing bar B, but can be attached to any intersections of the longitudinal mains B1 and the hoops B2. Although it is good, it is preferable to attach the reinforcing bar spacer A to the outer peripheral surface of the reinforcing bar B substantially uniformly.
[0030]
Thereafter, as shown in FIG. 5 and FIG. 6, a plurality of reinforcing bar spacers A, A... Are separately provided in a flat circular excavation hole H excavated from the ground to a predetermined depth. Reinforcing bar 籠 B to which is attached is inserted and arranged sequentially from the lower end.
[0031]
At this time, the central portion 11 of the spacer member 1 of the reinforcing bar spacer A attached to the outer peripheral surface of the reinforcing bar B is in sliding contact with the inner peripheral surface H1 of the excavation hole H, and the reinforcing bar B is excavated in the reinforcing bar spacer A. While stress is applied in the direction opposite to the insertion direction into the hole H, the swing suppression piece 14 of the spacer member 1 of the reinforcing bar spacer A is in a state of being locked to the hoop bar B2 from below, The swing restraining piece 14 of the reinforcing bar spacer A reliably prevents the reinforcing bar spacer A from pivoting and displacing around the longitudinal main bar B1 of the reinforcing bar rod B.
[0032]
Accordingly, the reinforcing bar spacer A is disposed in the excavation hole H of the reinforcing bar rod B and after the disposition, despite the stress applied by the sliding contact with the inner peripheral surface H1 of the excavation hole H. The state where the rebar bar B is securely attached to the predetermined attachment position in an accurate posture is maintained.
[0033]
Then, as shown in FIG. 7, in the state where the reinforcing bar B is disposed in the excavation hole H, the central portion 11 of the spacer member 1 of the reinforcing bar spacer A contacts the inner peripheral surface H1 of the excavation hole H. It is in a state of contact, and is substantially uniform over the entire circumference of the reinforcing bar rod B by the reinforcing bar spacer A between the outer peripheral surface of the reinforcing bar rod B and the inner peripheral surface H1 of the excavation hole H opposed thereto. A gap is formed.
[0034]
After that, concrete is cast into the excavation hole H to form a pile. As described above, the outer peripheral surface of the reinforcing bar B and the inner peripheral surface H1 of the excavation hole H opposed thereto by the reinforcing bar spacer A. Since a substantially constant gap is formed between them, a cover having a substantially uniform thickness is formed over the entire circumference of the obtained pile, and a pile having a desired durability is obtained. Can do.
[0035]
Next, another embodiment of the reinforcing bar spacer will be described. As shown in FIG. 8, the spacer member 4 of the reinforcing bar spacer A ′ has an upper and lower end portions of a vertically long rectangular metal plate having a constant width and a constant thickness toward the reinforcing bar side and toward the tip. A center portion 41 that is refracted into an expanded state and abuts against the inner peripheral surface H1 of the excavation hole H, and upper and lower piece portions 42, 43 extending from the upper and lower edges of the center portion 41, Consists of.
[0036]
At the lower end of the spacer member 4, the lower end 43 of the lower piece 43 is refracted substantially parallel to the longitudinal main reinforcement B1 of the reinforcing bar B and is formed in the swing suppression piece 44. A portion extending downward from the swing suppression piece portion 44 is formed in the connecting piece portion 45 by bending in a hook shape upward toward the hoop muscle B2 side.
[0037]
Further, at the central portion of the connecting piece 45 in the width direction, a notch portion 451 having a constant width that opens at the front end surface of the connecting piece 45 extends through the entire length of the connecting piece 45. When the connecting piece 45 of the reinforcing bar spacer A is engaged with the hoop bar B2 at the intersection of the main reinforcing bar B1 and the hoop bar B2 of the reinforcing bar B, the connecting piece part 45 is formed. And the main rebar B1 are prevented from colliding with the notch 451. The notch 451 may reach the rocking suppression piece 44.
[0038]
In addition, an upper end of the spacer member 4 is integrally provided with a metal fitting 5 having the same structure as the metal fitting 2, and the metal fitting 5 has the same structure as the connecting rods 3a and 3b. A connecting rod 6 having a structure is connected.
[0039]
Specifically, the abutment metal fitting 5 is formed by bending both ends in the width direction of a front horizontally long rectangular metal plate having a constant width and a constant thickness at right angles toward the reinforcing bar B side. It is bent and formed in a state in which both end portions in the vertical direction are expanded toward the tip toward the reinforcing bar B side.
[0040]
That is, the aforesaid metal fitting 5 has both side piece parts 52 in a state in which both ends in the length direction of the center part 51 of the front horizontally long rectangular shape having a certain vertical width are expanded toward the tip toward the reinforcing bar B side, The upper and lower edges of the central portion 51 and both side pieces 52 and 53 have a predetermined width over the entire length thereof, and upper and lower flap pieces 54 and 55 having a substantially arcuate shape are provided on the reinforcing bar B side. Protruding toward.
[0041]
A notch 521 having a constant width is formed in the one side piece 52 of the metal fitting 5 so as to penetrate between the inner and outer surfaces and open to the front end surface of the one side piece 52. On the other hand, the other side piece 53 of the above-mentioned metal fitting 5 has an elliptical insertion hole 531 extending in the left-right direction through which the connecting rod 6 can be inserted and penetrated between the inner and outer surfaces of the other side piece 53. It is penetrated by. The width of the notch 521 is formed so as to be wider than the diameter of the connecting rod 6.
[0042]
Further, the connecting rod 6 connected to the above-mentioned metal fitting 5 is formed in a plane L shape by bending a metal rod-shaped body having a fixed length at a right angle from the central portion thereof. One end portion is inserted in the notch portion 521 of the one side piece portion 52 of the abutting metal fitting 5 so as to be detachable, and the other end portion of the connecting rod 6 is inserted through the other side piece portion 53 of the abutting metal fitting 5. 531 is removably inserted.
[0043]
Then, screw grooves 61 and 62 are formed on both end portions of the connecting rod 6 in the length direction, and the screws of the connecting rod 6 projecting outward from the notch 521 and the insertion hole 531 of the metal fitting 5. Nut bodies 63 and 64 are threadably engaged with the grooves 61 and 62, respectively. By moving the nut bodies 63 and 64 forward and backward with respect to the screw grooves 61 and 62 of the connection rod 6, the connection rod 6 And the interval between the upper and lower flap pieces 54 and 55 of the metal fitting 5 facing this.
[0044]
The reinforcing bar spacer A is configured by fixing and integrating the lower end of the outer surface of the central portion 51 of the metal fitting 5 thus configured with the upper end of the spacer member 4.
[0045]
Then, as shown in FIG. 9, the connecting piece 45 of the reinforcing bar spacer A ′ is locked from below to the hoop bar B2 at the intersection of the longitudinal main bar B1 and the hoop bar B2 of the reinforcing bar B, When the vertical main bar B1 intersecting with the hoop bar B2 is sandwiched between the metal fitting 5 and the connecting bar 6 opposite to the upper bar B2 above the hoop bar B2, the vertical main bar B1 and the spacer member of the reinforcing bar spacer A ′ 4 center part 41 and rocking | fluctuation suppression piece part 44 are comprised so that it may be in a substantially parallel state.
[0046]
Next, how to use the reinforcing bar spacer A ′ will be described. After the nut bodies 63 and 64 screwed to the both ends of the connecting rod 6 in the reinforcing bar spacer A ′ are screwed out, one end of the connecting rod 6 is applied through the notch 521 of the abutment fitting 5. Remove from the one side piece 52 of the metal fitting 5.
[0047]
Then, the connecting piece 45 in the reinforcing bar spacer A ′ is engaged with the hoop bar B2 at the intersection of the longitudinal main bar B1 and the hoop bar B2 of the reinforcing bar B from below and positioned above the hoop bar B2. It is set as the state which made the front-end edge of the upper-and-lower flap pieces 54 and 55 of the upper side metal fitting 5 contact | abut to the outer peripheral surface part of the said vertical main reinforcement B1 part.
[0048]
Next, the nut body 63 in which one end portion of the connecting rod 6 is screwed into the notch portion 521 of the abutting metal fitting 5 is arranged outside the one side piece portion 52 of the abutting metal fitting 5. Insert.
[0049]
Subsequently, the nut bodies 63 and 64 screwed to both ends of the connecting rod 6 are screwed, and the connecting piece 45 of the rebar spacer A ′ is formed by the connecting rod 6 and the brace 5 facing the connecting rod 6. The reinforcing bar spacer A is stably attached to the outer peripheral surface of the reinforcing bar bar B by sandwiching the vertical main bar B1 intersecting with the hoop bar B2 being locked above the hoop bar B2.
[0050]
Such a procedure is repeated, and the reinforcing bar spacer A ′ is attached to the intersection of the longitudinal main bar B1 and the hoop bar B2 in the reinforcing bar B (see FIG. 10). At this time, the reinforcing bar spacer A ′ does not need to be attached to all the intersections of the longitudinal main bars B1 and the hoops B2 in the reinforcing bar B, but is attached to any intersections of the longitudinal mains B1 and the hoops B2. However, it is preferable to attach the reinforcing bar spacer A ′ to the outer peripheral surface of the reinforcing bar rod B substantially uniformly.
[0051]
Thereafter, as shown in FIG. 11 and FIG. 12, a plurality of rebar spacers A ′ and A ′ are separately provided in a flat circular excavation hole H excavated from the ground to a predetermined depth. Are inserted and arranged sequentially from the lower end.
[0052]
At this time, the central part 41 of the spacer member 4 in the reinforcing bar spacer A ′ attached to the outer peripheral surface of the reinforcing bar B comes into sliding contact with the inner peripheral surface H1 of the excavation hole H, so that the reinforcing bar B ′ is in contact with the reinforcing bar B ′. Although stress is applied in the direction opposite to the direction of insertion into the excavation hole H, the connecting piece 45 of the spacer member 4 of the reinforcing bar spacer A ′ is locked to the hoop bar B2 from below. The reinforcing bar spacer A ′ prevents the reinforcing bar spacer A ′ from rotating unexpectedly around the longitudinal main bar B1 of the reinforcing bar rod B by the swing restraining piece 44 of the reinforcing bar spacer A ′.
[0053]
Accordingly, the reinforcing bar spacer A ′ is in spite of the stress applied by the sliding contact with the inner peripheral surface H1 of the excavation hole H during and after the arrangement of the reinforcing bar rod B in the excavation hole H. The state where the rebar rod B is securely attached to the predetermined attachment position in an accurate posture is maintained.
[0054]
As shown in FIG. 13, in a state where the reinforcing bar B is disposed in the excavation hole H, the central portion 41 of the spacer member 4 of the reinforcing bar spacer A ′ is located on the inner peripheral surface H1 of the excavation hole H. It is in a state of contact, and between the outer peripheral surface of the reinforcing bar B and the inner peripheral surface H1 of the excavation hole H opposed thereto, the entire length of the reinforcing bar B is substantially covered by the reinforcing bar spacer A ′. A uniform gap is formed. Since the procedure other than the above is the same procedure as that for the reinforcing bar spacer A, the description thereof is omitted.
[0055]
【The invention's effect】
The reinforcing bar spacer according to claim 1 is a vertically long plate-like spacer member in which the central portion in the length direction is in contact with the inner surface of the excavation hole and the upper and lower end portions are refracted toward the reinforcing bar side, and the spacer A fitting provided at the upper end of the member and applied to the outer peripheral surface portion of the longitudinal main bar of the reinforcing bar rod, and both end portions connected to the inner peripheral surface portion of the vertical main bar to the both side portions of the fitting. By refracting the lower end of the spacer member in the longitudinal direction of the longitudinal main bar by refracting the connecting bar that holds the vertical main bar together with the brace, the spacer member swings in the left-right direction with respect to the hoop bar of the reinforcing bar bar Swing restraint piece formed so as to restrain the swing, and a metal fitting integrally provided on the swing restraint piece and connected to the longitudinal main bar below the hoop muscle, or an extended portion from the swing restraint piece From the connecting piece portion formed by and locked to the hoop muscle Because characterized Rukoto, rebar spacer can be attached stably at the intersection between the longitudinal main reinforcement and hoop in reinforcing bar cage.
[0056]
In addition, when the reinforcing bar spacer is attached to the outer peripheral surface of the reinforcing bar bar, the reinforcing bar spacer is not unintentionally rotated and displaced around the longitudinal main bar by the swing suppression piece of the reinforcing bar spacer. The spacer can be maintained accurately and reliably attached to the reinforcing bar rod.
[0057]
Furthermore, since the reinforcing bar spacer can be stably attached to the outer peripheral surface of the reinforcing bar rod without welding to the longitudinal main bar and hoop reinforcing bar, the strength of the vertical reinforcing bar and the hoop bar of the reinforcing bar rod is reduced. Therefore, the pile which has the outstanding intensity | strength can be reliably manufactured by using the said spacer for reinforcing bars.
[0058]
According to a second aspect of the present invention, in the reinforcing bar spacer according to the first aspect of the present invention, in the reinforcing bar spacer, the rocking restraint piece is formed in an L-shaped side surface extending from the outer peripheral surface portion to the lower peripheral surface portion of the hoop. It can be attached in a state where the swing restraint piece of the reinforcing bar spacer is placed along the hoop of the reinforcing bar, so that the reinforcing bar with the reinforcing bar spacer is excavated. Even if an external force is applied to the reinforcing bar spacer when inserting it into the hole, the rocking restraint piece is locked to the hoop bar from below, and the reinforcing bar spacer is located at a predetermined position of the reinforcing bar bar Can be reliably maintained, and a desired gap can be reliably formed between the reinforcing bar rod and the inner peripheral surface of the excavation hole opposed thereto.
[0059]
The reinforcing bar spacer according to claim 3 is the reinforcing bar spacer according to claim 1 or 2, wherein the metal fitting connected to the vertical main bar below the hoop bar is the outer peripheral surface portion of the vertical main bar of the reinforcing bar bar. And a connecting rod that holds the vertical main bar together with the above-mentioned metal fitting by connecting both end portions to both side parts of the above-mentioned vertical metal bar. Therefore, the reinforcing bar spacer can be securely and securely attached to the outer peripheral surface of the reinforcing bar rod by securely holding the vertical main bar between the upper and lower metal fittings and the upper and lower connecting rods opposed thereto.
[0060]
Finally, the reinforcing bar spacer according to claim 4 is the reinforcing bar spacer according to claim 1, wherein the connecting piece portion to be engaged with the hoop bar is formed by forming the lower end extending portion of the spacer member in a hook shape. Therefore, the lower end portion of the reinforcing bar spacer can be stably fixed to the hoop bar by locking the connecting piece to the hoop bar.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a reinforcing bar spacer according to the present invention.
FIG. 2 is a cross-sectional view showing a metal fitting and a connecting rod of the reinforcing bar spacer of FIG. 1;
FIG. 3 is a perspective view showing a usage state of the reinforcing bar spacer of FIG. 1;
4 is a perspective view showing a usage state of the reinforcing bar spacer of FIG. 1. FIG.
5 is a schematic view showing a usage state of the reinforcing bar spacer of FIG. 1. FIG.
6 is a schematic view showing a usage state of the reinforcing bar spacer of FIG. 1. FIG.
7 is a longitudinal sectional view showing a state in which the reinforcing bar spacer of FIG. 1 is used.
FIG. 8 is a perspective view showing another example of a reinforcing bar spacer according to the present invention.
9 is a perspective view showing a usage state of the reinforcing bar spacer of FIG. 8. FIG.
10 is a perspective view showing a usage state of the reinforcing bar spacer of FIG. 8. FIG.
11 is a schematic view showing a usage state of the reinforcing bar spacer of FIG. 8;
12 is a schematic view showing a usage state of the reinforcing bar spacer of FIG. 8; FIG.
13 is a longitudinal sectional view showing a usage state of the reinforcing bar spacer of FIG.
[Explanation of symbols]
1 Spacer member
14 Oscillation suppression piece
2a, 2b
3a, 3b connecting rod
4 Spacer member
44 Oscillation suppression piece
5 Bracket
6 Linkage
A, A 'Rebar spacer
B Steel bar
B1 Longitudinal muscle
B2 Hoop muscle

Claims (4)

長さ方向の中央部が掘削穴の内面に当接し、上下端部が鉄筋籠側に向かって屈折してなる縦長板状のスペーサ部材と、このスペーサ部材の上端部に設けられて鉄筋籠の縦主筋の外側周面部に当てがう当て金具と、上記縦主筋の内側周面部に当てがって両側端部を上記当て金具の両側部に連結することにより上記当て金具と共に縦主筋を挟持する連結杆と、上記スペーサ部材の下端部を縦主筋の長さ方向に屈折させることにより、鉄筋籠のフープ筋に対してスペーサ部材の左右方向の揺動を抑止するように形成した揺動抑止片部と、この揺動抑止片部に一体的に設けられてフープ筋の下方の縦主筋に連結させる金具又は上記揺動抑止片部からの延設部によって形成されてフープ筋に係止する連結片部とからなることを特徴とする鉄筋用スペーサ。A longitudinally long plate-like spacer member whose center in the length direction is in contact with the inner surface of the excavation hole and whose upper and lower ends are refracted toward the reinforcing bar side, and provided at the upper end of this spacer member, Holding the vertical main bars together with the above-mentioned metal fittings by applying the metal fittings applied to the outer peripheral surface portion of the vertical main bars and the both end portions of the metal bars to the inner peripheral surface portions of the vertical main bars and connecting the both ends to the both side portions of the above-mentioned vertical metal bars. A swing restraining piece formed to restrain the horizontal swing of the spacer member with respect to the hoop of the reinforcing bar by refracting the connecting rod and the lower end of the spacer member in the longitudinal direction of the longitudinal main reinforcing bar. And a fitting that is integrally provided on the swing restraining piece and is connected to the vertical main bar below the hoop muscle, or an extension from the swing restraining piece and is connected to the hoop muscle. Rebar spacer characterized by comprising one part 揺動抑止片部は、フープ筋の外側周面部から下側周面部に亘って沿う側面L字状に形成されていることを特徴とする請求項1に記載の鉄筋用スペーサ。2. The reinforcing bar spacer according to claim 1, wherein the swing restraining piece is formed in a side L shape extending from the outer peripheral surface portion to the lower peripheral surface portion of the hoop. フープ筋の下方の縦主筋に連結させる金具は、鉄筋籠の縦主筋の外側周面部に当てがう当て金具と、上記縦主筋の内側周面部に当てがって両側端部を上記当て金具の両側部に連結することにより上記当て金具と共に縦主筋を挟持する連結杆とからなることを特徴とする請求項1又は請求項2に記載の鉄筋用スペーサ。The metal fittings connected to the vertical main bars below the hoop bars are the metal fittings applied to the outer peripheral surface of the vertical main bars of the reinforcing bar rods, and both end portions of the metal fittings applied to the inner peripheral surface of the vertical main bars. The reinforcing bar spacer according to claim 1, wherein the reinforcing bar spacer includes a connecting rod that holds the longitudinal main bar together with the metal fitting by connecting to both side portions. フープ筋に係止させる連結片部は、スペーサ部材の下端延設部をフック形状に形成してなることを特徴とする請求項1に記載の鉄筋用スペーサ。The reinforcing bar spacer according to claim 1, wherein the connecting piece part to be engaged with the hoop bar is formed by forming a lower end extending part of the spacer member in a hook shape.
JP2003168118A 2003-06-12 2003-06-12 Rebar spacer Expired - Lifetime JP3902158B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100659606B1 (en) 2006-09-14 2006-12-20 (주) 에이엔에스건축사사무소 Spacer for arrary of an iron rod
JP2012162855A (en) * 2011-02-03 2012-08-30 Asahi Kasei Construction Materials Co Ltd Spacer
JP2017214727A (en) * 2016-05-30 2017-12-07 旭化成建材株式会社 Spacer
KR101976321B1 (en) 2018-05-03 2019-05-07 이상구 Golf ball improved straightness
CN111994771A (en) * 2020-08-04 2020-11-27 江山(福建)建设工程有限公司 Hoisting device and method for reinforcement cage of underground continuous wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5943705U (en) * 1982-09-14 1984-03-22 カルソニックカンセイ株式会社 clamp metal fittings
JP2001355763A (en) * 2000-06-15 2001-12-26 Toshiba Elevator Co Ltd Fixing device for cylindrical article
JP2002013140A (en) * 2000-06-30 2002-01-18 Nittoc Constr Co Ltd Cage for pier formation and construction method of assembling cage
JP2002302943A (en) * 2001-04-09 2002-10-18 Taiyo Kiso Kk Spacer for cage

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5943705U (en) * 1982-09-14 1984-03-22 カルソニックカンセイ株式会社 clamp metal fittings
JP2001355763A (en) * 2000-06-15 2001-12-26 Toshiba Elevator Co Ltd Fixing device for cylindrical article
JP2002013140A (en) * 2000-06-30 2002-01-18 Nittoc Constr Co Ltd Cage for pier formation and construction method of assembling cage
JP2002302943A (en) * 2001-04-09 2002-10-18 Taiyo Kiso Kk Spacer for cage

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100659606B1 (en) 2006-09-14 2006-12-20 (주) 에이엔에스건축사사무소 Spacer for arrary of an iron rod
JP2012162855A (en) * 2011-02-03 2012-08-30 Asahi Kasei Construction Materials Co Ltd Spacer
JP2017214727A (en) * 2016-05-30 2017-12-07 旭化成建材株式会社 Spacer
KR101976321B1 (en) 2018-05-03 2019-05-07 이상구 Golf ball improved straightness
CN111994771A (en) * 2020-08-04 2020-11-27 江山(福建)建设工程有限公司 Hoisting device and method for reinforcement cage of underground continuous wall

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