JP4233772B2 - Spacing retainer for concrete bar structure reinforcing equipment - Google Patents

Spacing retainer for concrete bar structure reinforcing equipment Download PDF

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Publication number
JP4233772B2
JP4233772B2 JP2001141621A JP2001141621A JP4233772B2 JP 4233772 B2 JP4233772 B2 JP 4233772B2 JP 2001141621 A JP2001141621 A JP 2001141621A JP 2001141621 A JP2001141621 A JP 2001141621A JP 4233772 B2 JP4233772 B2 JP 4233772B2
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reinforcing
main body
shaped structure
instrument
concrete bar
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JP2002339577A (en
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祥仁 高田
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Neturen Co Ltd
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Neturen Co Ltd
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【0001】
【発明の属する技術分野】
本発明は、コンクリート棒状構造体補強器具の間隔保持具に関する。
【0002】
【背景技術】
従来より、建築や土木の分野では、鉄筋コンクリート構造が多く用いられている。例えば、ビルディング等の建築物や、橋梁等の構造物においては、棒状の柱や梁が多く形成され、これらの柱や梁は、棒状であるため各方向への曲げ力、剪断力を受けており、特に柱では同時に軸力も受けている。
この様な柱や梁においては、地震等によって軸力が過大になると、柱の軸線方向の一部が全周にわたって膨張して圧壊する虞がある。また、曲げ力が過大になると、曲げによる圧縮が生じる側で膨張が生じて圧壊に至り、反対側では引張りによる断裂が生じる虞がある。さらに、剪断力が過大になると、軸線方向に対して斜め方向のひび割れが生じ、剪断破壊を起こす可能性がある。
【0003】
この様なことから、コンクリート製柱及び梁の補強器具として、本出願人が提案したコンクリート棒状構造体の補強器具がある(特開2000−34842号参照)。
この提案によれば、この補強器具は、コンクリート棒状構造体としての柱や梁の表面に係合された複数の係合部材と、各係合部材を連結する緊締部材とを有するものである。この緊締部材に引張力を付与することで係合部材が構造体をその軸方向に対して交叉する方向に圧縮する構造となっており、構造体である柱や梁を確実に補強することができる。
また、鉄筋コンクリート柱では主筋の周囲に一定の間隔でワンターンフープ筋が配置される構造がある。
【0004】
【発明が解決しようとする課題】
本出願人が提案したコンクリート棒状構造体の補強器具を柱等に設置する場合、まず、チョーク等で補強器具の設置位置の墨出しを行い、柱脚部分等の安定した場所で柱を囲むように補強器具を仮組みして、この仮組した補強器具を柱に沿って手で持ち上げて設置場所まで移動する。その後、作業者が補強器具を手で支えた状態で別の作業者が緊張力を導入していた。
一方、ワンターンフープ筋の設置においては、設置位置の墨出しを行い、この設置位置の主筋の周囲に巻回した後、作業者が手で支えながらその端部同士を溶接により接合し、固定していた。
従って、これらの補強器具の設置において設置位置の墨出しを行う必要があり、設置作業に時間を要した。また、作業者が手でこれらの補強器具を支えるため、補強器具を一定間隔で精度よく設置することが困難であった。
【0005】
本発明の目的は、コンクリート棒状構造体を補強する補強器具を一定間隔で精度よくかつ効率よく設置できる間隔保持具を提供することである。
【0006】
【課題を解決するための手段】
本発明は前記目的を達成するために次の構成を採用するものである。
請求項1記載の発明は、コンクリート棒状構造体の軸方向に複数配置される補強器具のうち互いに隣接する補強器具同士の間隔を一定に保つためのコンクリート棒状構造体補強器具の間隔保持具であって、前記隣接する補強器具に両側縁部が当接される本体と、当接する一方の補強器具に前記本体を仮止めする仮止め部材とを有し、前記仮止め部材は磁石を有することを特徴とする。
【0007】
この構成の発明によれば、補強器具の設置の際には、一方の補強器具に本体の一方の縁部を当接させ、さらにこの本体の他方の縁部に他方の補強器具を当接させて配置するだけで、一定間隔で精度よく補強器具を設置できる。
さらに、墨出し作業が不要であり補強器具の設置作業の効率が向上する。仮止め部材は磁石を有するため、本体の仮止め及び補強器具設置後の間隔保持具の取り外しが容易となる。
また、仮止め部材により本体は補強器具に仮止めされているため、作業者が一人でも間隔を保持しながら補強器具の設置作業を行うことができる。さらに、コンクリート棒状構造体が略上下方向に延びている場合は、構造体の下方から補強器具を設置するだけでなく、上方からも設置することが可能となる。また、補強器具の設置作業中に本体が外れてしまう虞もなく作業を効率的に行うことができる。
【0008】
補強器具を設置する際には、本体を互いに隣接する補強器具同士の間に設置したまま、仮止め部材のみを取り外し、全ての補強器具を設置した後に本体を一度に取り外してもよく、あるいは一つの補強器具の設置が終わるたびに本体を取り外して設置してもよい。
【0009】
請求項2記載の発明は、請求項1記載のコンクリート棒状構造体補強器具の間隔保持具において、前記本体の前記コンクリート棒状構造体の軸方向に沿った寸法は隣り合う前記補強器具の間の寸法に等しいことを特徴とする。
この構成の発明によれば、本体のコンクリート棒状構造体の軸方向に沿った寸法は隣り合う補強器具間の寸法に対応しているため、本体に補強器具を当接させて設置すれば所定の間隔を保持して補強器具を設置することができる。
【0010】
請求項3記載の発明は、請求項1又は2記載のコンクリート棒状構造体補強器具の間隔保持具において、前記本体には凹部が形成され、前記仮止め部材には前記凹部に嵌合される凸部が設けられていることを特徴とする。
【0011】
この構成の発明によれば、本体には凹部が形成され、仮止め部材にはこの凹部に嵌合される凸部が設けられているため、仮止め部材の取り付け位置が決まっており、仮止め部材の取り付けが容易となる。さらに、仮止め部材が仮止めされた状態では本体から外れにくくなる。
【0012】
請求項4記載の発明は、請求項1から3いずれかに記載のコンクリート棒状構造体補強器具の間隔保持具において、前記仮止め部材には握り部が設けられていることを特徴とする。
【0013】
この構成の発明によれば、握り部を有するため仮止め部材の取り付けが容易となる。また、仮止め部材の磁石が強力であっても、握り部をにぎることができるので取り外しが簡単となる。
【0014】
請求項5記載の発明は、請求項1から4いずれかに記載のコンクリート棒状構造体補強器具の間隔保持具において、前記補強器具はコンクリート棒状構造体の表面に係合される複数の係合部材と、前記構造体の表面に沿って配置されて前記各係合部材同士を連結する複数の緊締部材とを備え、これらの緊締部材に付与された引張力で前記係合部材が前記構造体をその軸線方向に対して直交方向に圧縮可能なものであることを特徴とする。
【0015】
この構成の発明によれば、既に設置された一方の補強器具の係合部材に本体を当接させ、この本体にこれから設置する他方の補強器具の係合部材を当接させて配置するだけで、一定間隔で精度よく補強器具を設置できる。
【0016】
【発明の実施の形態】
以下、本発明の一実施の形態を図面に基づいて説明する。
図1には、本発明の一実施形態が適用されるコンクリート棒状構造体としての柱20の全体側面図が示されている。この柱20は鉄筋コンクリート造建物10の一部に形成され、床部11の上に形成されて上階側の床部12を支持するコンクリート製の四角柱状体である。柱20の内部には図示しない配筋材を有し、この配筋材が上下の床部11、12内の配筋や、下方の基礎13、上方の梁14内の配筋材と互いに連結されている。
なお、本実施形態では柱20は、基礎13が図示されている通り一階部分に設けられているが、二階以上あるいは地下の階層に設けられた柱に本発明を適用してもよい。
柱20には、その軸方向に四周を囲む補強器具30がそれぞれ上下に間隔をあけて一定間隔で複数段に配置されている。各補強器具30間の間隔は、特に限定されるものではなく、その実施にあたって適宜決められてよい。
【0017】
図2には補強器具30の全体平面図が示されている。この補強器具30は柱20の角部21に係合される4個のコーナーピース31と、柱20の表面22に沿って水平に配置され各コーナーピース31同士を連結する4本の緊締部材32とを備えている。
【0018】
図3には補強器具30の拡大横断面図が示されている。
コーナーピース31は金属材料の鋳造品として製造され、断面略L字形に形成された2つの片部312を備え、各片部312は、柱20の互いに直交する表面22にあてがわれる当接面311を有している。なお、コーナーピース31は機械加工による削りだし等の任意の加工方法によって作成されてもよい。
コーナーピース31の一方の片部312には、この片部312を挿通する挿通孔313が設けられ、この挿通孔313は他方の片部312の側端部に挿通孔313よりも大きな径寸法であり、例えば、内面に雌ねじが刻設された座堀部315を有する。コーナーピース31の他方の片部312には、挿通孔313に対して直交する方向に雌ねじ314が刻設されている。
【0019】
緊締部材32は、コーナーピース31の挿通孔313に挿通されるボルト321とこのボルト321の基端側に螺合されるナット322とで構成されている。
ボルト321はPC鋼棒であって、その先端にはコーナーピース31の雌ねじ314に螺合される雄ねじ324が刻設され、基端側には雄ねじ325が刻設されている。
また、ボルト321の基端面には溝323が設けられ、この溝323にドライバー等を係止させて回転させることにより、ボルト321の先端側の雄ねじ324をコーナーピース31の雌ねじ314に容易に螺合することが可能になっている。
【0020】
ナット322はボルト321の基端側の雄ねじ325に螺合されており、コーナーピース31の座堀部315の底面に係合するようになっている。
コーナーピース31の座堀部315には挿通孔313を隠蔽するボルト蓋316が螺合され、仮にボルト321の先端がコーナーピース31から外れた場合でも、そのボルト321が挿通孔313から飛び出さないようになっている。
【0021】
以上の様な補強器具30では、柱20の各角部21にコーナーピース31を配置するとともに、各コーナーピース31を緊締部材32で連結した後、この緊締部材32のボルト321に引張力を付与することで、その反力をナット322及びコーナーピース31の当接面311を介して表面22に伝達し、柱20をその軸線方向(垂直方向)に対して直交する方向(水平方向)に圧縮する。
【0022】
図4及び図5には本実施形態にかかる間隔保持具が示されている。
間隔保持具40は、複数の補強器具30のうち上下に隣接する補強器具30のコーナーピース31同士の間に介在され、かつ、これらのコーナーピース31に当接される本体41と、この本体41を下方のコーナーピース31に仮止めする仮止め部材42とを備えている。
【0023】
本体41はコーナーピース31と略同じ断面L字形形状に金属を成形したものであり、上下のコーナーピース31の端縁に所定の長さにわたって当接される。本体41の上下寸法は上下に取り付けられるコーナーピース31同士の間の寸法に等しい。本体41は柱20の互いに直交する表面22にあてがわれる内面と対向する外面に凹部47が形成されている。本体41及びコーナーピース31が形成される金属は鉄等、磁石に吸着される性質を有する。
【0024】
仮止め部材42は下方のコーナーピース31とその上に設置された本体41との境界部分を覆い、本体41をコーナーピース31に仮止めするためのものである。断面略L字形の仮止め部材本体45と、この仮止め部材本体45に接着剤等で貼付されるカバー46とを有する。
仮止め部材本体45は永久磁石からなり、貫通穴48及び切り欠き49が設けられている。切り欠き49はボルト蓋316に応じた大きさ形状となっている。
【0025】
カバー46はFRP等のプラスチック製であり、仮止め部材本体45に貼付される貼付面に凸部51が一体成形されている。この凸部51は仮止めの際に凹部47に嵌合されるものであり、凹部47と略同じ径寸法である。また、仮止め部材本体45に設けられた切り欠き49と対応する位置に同じ大きさ形状の切り欠き53が設けられている。
さらに、カバー46の貼付面と対向する外面には握り部52が成形されている。
仮止め部材42はカバー46の凸部51をこの凸部51と略同じ径寸法である貫通穴48に貫通させ、仮止め部材本体45にカバー46を貼付することにより、組み立てられる。
【0026】
仮止めの際には、すでに設置された補強器具30の各コーナーピース31の上にそれぞれ本体41を設置する。本体41の凹部47に仮止め部材42の凸部51を嵌合させ、仮止め部材42により本体41をその下方のコーナーピース31に仮止めする。この状態で、各本体41の上に別のコーナーピース31をそれぞれ配置し、これらのコーナーピース31にボルト321を挿通し、これらのボルト321にナット322を螺合して仮止めする。さらに、ナット322を十分締めつけて、各コーナーピース31同士に十分な引張力を付与する。
【0027】
同様に新しく設置されたコーナーピース31の上にそれぞれ本体41を設置する。その後、仮止め部材42を本体41及びコーナーピース31から取り外し、新しく設置されたコーナーピース31に本体41を仮止めする。以上のような作業を繰り返すことにより、柱20の下方から上方へ向かって複数の補強器具30を設置できる。なお、本体41は補強器具30を設置する毎に取り外しても、全ての補強器具30を設置した後に取り外してもよい。
【0028】
従って、本実施の形態によれば、複数の補強器具30のうち、上下に隣接する補強器具30のコーナーピース31同士の間に本体41を介在させ、これら補強器具30同士の間隔を一定に保ったので、補強器具30を一定間隔で精度よく容易に設置できる。また、本体41の上下方向の寸法は上下に取り付けられるコーナーピース31同士の間の寸法と等しいため、本体41にコーナーピース31を当接させて設置すれば所定の間隔で補強器具30を容易に設置することができる。さらに、これにより、墨出し作業が不要となり、補強器具30の設置作業の効率が向上する。
また、既に設置された補強器具30のコーナーピース31の上に本体41を置き、その上に上方の補強器具30のコーナーピース31を置いたため、上方のコーナーピース31は本体41を介して下方のコーナーピース31で支持されることになる。作業者は従来のように仮組みした補強器具30を手で支える必要がなく、作業者一人で緊締部材に引張力を付与することができるため、作業効率の向上を図ることができる。
【0029】
さらに、本体41は仮止め部材42によりコーナーピース31に仮止めされるため、補強器具30の設置作業中に本体41が外れてしまう虞がなく、設置作業を効率的に行うことができる。また、仮止め部材本体45及びカバー46には切り欠き49及び切り欠き53を設けたため、仮止めの際、ボルト蓋316が邪魔にならず、本体41をより確実にコーナーピース31に仮止めすることができる。
仮止め部材42は磁石である仮止め部材本体45を有するため、本体41の仮止め及び取り外しが簡単である。
本体41には凹部47が形成され、仮止め部材本体45にはこの凹部47に嵌合される凸部51が設けられており、仮止め部材42の取り付け位置が決められているので、仮止め部材42の取り付けが容易となる。
仮止め部材42は握り部52を有するため、仮止め部材42の取り付けが容易となる。また、仮止め部材42の磁石が強力であっても、握り部52をにぎることができるので取り外しが簡単である。
【0030】
なお、本発明は前述の実施の形態に限定されるものではなく、本発明の目的を達成できる範囲での変形、改良等は本発明に含まれるものである。
例えば、本体41に凹部47、仮止め部材42に凸部51を設けたが図6に示すようにこれらは設けられていなくてもよい。
また、図7に示すように仮止め部材42を略直角な断面L字形かつコーナーピース31の外面を略覆う大きさに成形し、握り部52を仮止め部材の両端部に1つずつ設けてもよい。このように成形にすれば、仮止め部材42を設置した際、仮止め部材本体45の両端部は片部312の外面及び本体41の外面に当接しない。よって取り外しの際、仮止め部材42を一方の当接していない端部方向Pに傾けるだけで仮止め部材42を取り外すことができ、取り外しが容易になる。
【0031】
本体41及びコーナーピース31は磁性を有する金属等であれば任意である。カバー46はプラスチック製としたが金属等でもよい。
前記実施の形態では柱20の下方から補強器具30を設置していたが、状況に応じて柱20の上方から補強器具30を設置してもよい。
また、補強器具30は本実施形態のものに限らず、ワンターンフープ筋等でもよい。
さらに、仮止め部材本体45を永久磁石としたが、電磁石を用いてもよい。電磁石とすれば、仮止め部材を取りはずす際に電源を切るだけで、大きな力を必要とせずに取り外しできるので、取り外し作業が楽になる。
また、本体41の上下方向の寸法は等間隔で上下に取り付けられるコーナーピース31同士の間の寸法に等しいとしたが、コーナーピース31の間隔が異なるものとしてもよい。この場合、異なるコーナーピース31の間隔に対応して、本体41の上下方向の寸法を決定する。
【0032】
【発明の効果】
このような本発明によれば、コンクリート棒状構造体を補強する補強器具を一定間隔で精度よくかつ効率よく設置できる間隔保持具を提供できるという効果がある。
【図面の簡単な説明】
【図1】本発明の一実施形態にかかるコンクリート棒状構造体を示す全体側面図である。
【図2】前記実施形態にかかる補強器具を示す全体平面図である。
【図3】前記実施形態にかかる補強器具を示す拡大横断面図である。
【図4】前記実施形態にかかる間隔保持具の斜視図である。
【図5】前記実施形態にかかる間隔保持具の分解斜視図である。
【図6】前記実施形態にかかる間隔保持具の変形例を示す分解斜視図である。
【図7】前記実施形態にかかる間隔保持具の変形例を示す平面図である。
【符号の説明】
20 コンクリート棒状構造体としての柱
22 柱の表面
30 補強器具
31 コーナーピース
32 緊締部材
40 間隔保持具
41 本体
42 仮止め部材
47 凹部
51 凸部
52 握り部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a spacing holder for a concrete bar-shaped structure reinforcing instrument.
[0002]
[Background]
Conventionally, reinforced concrete structures are often used in the fields of architecture and civil engineering. For example, in buildings such as buildings and structures such as bridges, many rod-shaped columns and beams are formed, and these columns and beams are rod-shaped and therefore receive bending and shearing forces in each direction. In particular, the pillar receives the axial force at the same time.
In such a column or beam, when the axial force becomes excessive due to an earthquake or the like, a part of the column in the axial direction may expand over the entire circumference and be collapsed. Further, if the bending force is excessive, there is a possibility that expansion occurs on the side where compression due to bending occurs, leading to crushing, and tearing due to tension occurs on the opposite side. Furthermore, if the shearing force is excessive, cracks in an oblique direction with respect to the axial direction are generated, which may cause shear fracture.
[0003]
For this reason, there is a concrete rod-like structure reinforcement device proposed by the present applicant as a concrete column and beam reinforcement device (see Japanese Patent Application Laid-Open No. 2000-34842).
According to this proposal, this reinforcing instrument has a plurality of engaging members engaged with the surfaces of columns and beams as concrete rod-like structures, and tightening members that connect the engaging members. By applying a tensile force to the tightening member, the engaging member compresses the structure in the direction crossing the axial direction, and the columns and beams that are the structure can be reliably reinforced. it can.
Further, reinforced concrete columns have a structure in which one-turn hoop bars are arranged at regular intervals around the main bars.
[0004]
[Problems to be solved by the invention]
When installing a reinforcing device for a concrete rod-like structure proposed by the applicant on a pillar, etc., first mark the installation position of the reinforcing tool with chalk or the like so that the pillar is surrounded by a stable place such as a column base. Temporarily assemble a reinforcing device, and lift the temporarily assembled reinforcing device by hand along the pillar and move it to the installation location. After that, another worker introduced a tension force while the worker supported the reinforcement device with his hand.
On the other hand, in the installation of the one-turn hoop muscle, after marking the installation position and winding it around the main muscle at this installation position, the end parts are joined together by welding while being supported by the hand and fixed. It was.
Therefore, it is necessary to mark the installation position when installing these reinforcing instruments, and it takes time for the installation work. In addition, since the worker supports these reinforcing instruments by hand, it is difficult to accurately install the reinforcing instruments at regular intervals.
[0005]
The objective of this invention is providing the space | interval holder which can install the reinforcement tool which reinforces a concrete rod-shaped structure accurately and efficiently by a fixed space | interval.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the present invention employs the following configuration.
The invention according to claim 1 is an interval holder for a concrete rod-shaped structure reinforcing instrument for keeping a constant interval between adjacent reinforcing instruments among a plurality of reinforcing instruments arranged in the axial direction of the concrete rod-shaped structure. And a temporary fixing member for temporarily fixing the main body to one of the contacting reinforcing tools, and the temporary fixing member includes a magnet. Features.
[0007]
According to the invention of this configuration, when installing the reinforcing instrument, one edge of the main body is brought into contact with one reinforcing instrument, and the other reinforcing instrument is brought into contact with the other edge of the main body. It is possible to install the reinforcing devices with a certain interval and accuracy.
Furthermore, the ink marking work is not required, and the efficiency of the installation work of the reinforcing tool is improved. Since the temporary fixing member has a magnet, it is easy to remove the interval holder after temporarily fixing the main body and installing the reinforcing device.
In addition, since the main body is temporarily fixed to the reinforcing device by the temporary fixing member, even an operator can perform the installation work of the reinforcing device while maintaining the interval. Furthermore, when the concrete rod-like structure extends substantially in the vertical direction, it is possible to install not only the reinforcing instrument from below the structure but also from above. In addition, the work can be performed efficiently without the possibility of the main body coming off during the installation work of the reinforcing instrument.
[0008]
When installing the reinforcing devices, the temporary fixing member may be removed while the main body is installed between the adjacent reinforcing devices, and the main body may be removed at a time after all the reinforcing devices are installed. The main body may be removed and installed every time one reinforcing device is installed.
[0009]
According to a second aspect of the present invention, in the interval holder of the concrete bar-shaped structure reinforcing instrument according to the first aspect, the dimension along the axial direction of the concrete bar-shaped structure of the main body is a dimension between the adjacent reinforcing instruments. It is equal to.
According to the invention of this configuration, the dimension along the axial direction of the concrete rod-like structure of the main body corresponds to the dimension between the adjacent reinforcing instruments. Reinforcing equipment can be installed while maintaining the interval.
[0010]
According to a third aspect of the present invention, in the interval holder of the concrete bar-shaped structure reinforcing instrument according to the first or second aspect, the main body has a concave portion, and the temporary fixing member has a convex portion that fits into the concave portion. A portion is provided.
[0011]
According to the invention of this configuration, the concave portion is formed in the main body, and the temporary fixing member is provided with the convex portion that fits into the concave portion. The member can be easily attached. Furthermore, in a state where the temporarily fixing member is temporarily fixed, it is difficult to come off from the main body.
[0012]
According to a fourth aspect of the present invention, in the interval holder of the concrete bar-shaped structure reinforcing instrument according to any one of the first to third aspects, the temporary fixing member is provided with a grip portion.
[0013]
According to the invention of this configuration, since the grip portion is provided, the temporary fixing member can be easily attached. Moreover, even if the magnet of the temporary fixing member is strong, the grip portion can be pinched so that the removal is easy.
[0014]
According to a fifth aspect of the present invention, in the interval holder for the concrete bar-shaped structure reinforcing instrument according to any one of the first to fourth aspects, the reinforcing instrument is engaged with a plurality of engaging members engaged with the surface of the concrete bar-shaped structure. And a plurality of fastening members that are arranged along the surface of the structure and connect the engaging members to each other, and the engaging member causes the structure to be pulled by a tensile force applied to these fastening members. It is compressible in a direction orthogonal to the axial direction.
[0015]
According to the invention of this configuration, the main body is brought into contact with the engaging member of one reinforcing device already installed, and the engaging member of the other reinforcing device to be installed is brought into contact with this main body. Reinforcing equipment can be installed accurately at regular intervals.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 shows an overall side view of a column 20 as a concrete rod-like structure to which an embodiment of the present invention is applied. This column 20 is a concrete quadrangular columnar body formed on a part of the reinforced concrete building 10 and formed on the floor 11 to support the floor 12 on the upper floor side. The column 20 has a reinforcing material (not shown), which is connected to the reinforcing material in the upper and lower floor portions 11 and 12 and the reinforcing material in the lower foundation 13 and the upper beam 14. Has been.
In the present embodiment, the pillar 20 is provided on the first floor portion as the foundation 13 is illustrated, but the present invention may be applied to a pillar provided on the second floor or higher or in an underground level.
Reinforcing devices 30 that surround the four circumferences in the axial direction are arranged in the column 20 in a plurality of stages at regular intervals with a vertical spacing. The space | interval between each reinforcement implement 30 is not specifically limited, In the implementation, you may determine suitably.
[0017]
FIG. 2 shows an overall plan view of the reinforcing device 30. The reinforcing device 30 includes four corner pieces 31 that are engaged with the corners 21 of the pillars 20 and four fastening members 32 that are horizontally disposed along the surface 22 of the pillars 20 and connect the corner pieces 31 to each other. And.
[0018]
FIG. 3 shows an enlarged cross-sectional view of the reinforcing device 30.
The corner piece 31 is manufactured as a cast product of a metal material, and includes two pieces 312 having a substantially L-shaped cross section, and each piece 312 is a contact surface applied to the surfaces 22 of the pillar 20 that are orthogonal to each other. 311. The corner piece 31 may be created by an arbitrary processing method such as machining by machining.
One piece 312 of the corner piece 31 is provided with an insertion hole 313 through which the piece 312 is inserted. The insertion hole 313 has a diameter larger than that of the insertion hole 313 at the side end of the other piece 312. For example, it has a pocket part 315 in which a female screw is engraved on the inner surface. On the other piece 312 of the corner piece 31, a female screw 314 is engraved in a direction orthogonal to the insertion hole 313.
[0019]
The tightening member 32 includes a bolt 321 that is inserted into the insertion hole 313 of the corner piece 31 and a nut 322 that is screwed to the base end side of the bolt 321.
The bolt 321 is a PC steel rod, and a male screw 324 that is screwed into the female screw 314 of the corner piece 31 is engraved at the tip, and a male screw 325 is engraved at the base end side.
In addition, a groove 323 is provided on the base end surface of the bolt 321, and a male screw 324 on the distal end side of the bolt 321 is easily screwed onto the female screw 314 of the corner piece 31 by locking a screwdriver or the like in the groove 323 and rotating the groove 323. It is possible to combine.
[0020]
The nut 322 is screwed into the male screw 325 on the base end side of the bolt 321, and engages with the bottom surface of the pocket portion 315 of the corner piece 31.
A bolt lid 316 that conceals the insertion hole 313 is screwed into the pocket portion 315 of the corner piece 31 so that even if the tip of the bolt 321 is detached from the corner piece 31, the bolt 321 does not jump out of the insertion hole 313. It has become.
[0021]
In the reinforcing device 30 as described above, the corner pieces 31 are arranged at the respective corners 21 of the column 20, and the corner pieces 31 are connected by the fastening members 32, and then a tensile force is applied to the bolts 321 of the fastening members 32. As a result, the reaction force is transmitted to the surface 22 via the nut 322 and the contact surface 311 of the corner piece 31, and the column 20 is compressed in a direction (horizontal direction) orthogonal to the axial direction (vertical direction). To do.
[0022]
4 and 5 show a spacing holder according to the present embodiment.
The interval holder 40 is interposed between the corner pieces 31 of the reinforcing instruments 30 adjacent to each other in the vertical direction among the plurality of reinforcing instruments 30, and a main body 41 that abuts against the corner pieces 31, and the main body 41. Is temporarily attached to the lower corner piece 31.
[0023]
The main body 41 is formed by molding a metal in the same L-shaped cross section as the corner piece 31 and abuts the end edges of the upper and lower corner pieces 31 over a predetermined length. The vertical dimension of the main body 41 is equal to the dimension between the corner pieces 31 attached vertically. The main body 41 has a recess 47 formed on the outer surface facing the inner surface applied to the surfaces 22 of the pillar 20 that are orthogonal to each other. The metal on which the main body 41 and the corner piece 31 are formed has a property of being attracted to a magnet such as iron.
[0024]
The temporary fixing member 42 covers a boundary portion between the lower corner piece 31 and the main body 41 installed thereon, and temporarily fixes the main body 41 to the corner piece 31. A temporary fixing member main body 45 having a substantially L-shaped cross section and a cover 46 attached to the temporary fixing member main body 45 with an adhesive or the like.
The temporary fixing member main body 45 is made of a permanent magnet, and is provided with a through hole 48 and a notch 49. The notch 49 has a shape corresponding to the bolt lid 316.
[0025]
The cover 46 is made of a plastic such as FRP, and the convex portion 51 is integrally formed on the affixing surface that is affixed to the temporary fixing member main body 45. The convex portion 51 is fitted into the concave portion 47 when temporarily fixed, and has substantially the same diameter as the concave portion 47. A cutout 53 having the same size and shape is provided at a position corresponding to the cutout 49 provided in the temporary fixing member main body 45.
Furthermore, a grip 52 is formed on the outer surface of the cover 46 facing the application surface.
The temporary fixing member 42 is assembled by passing the convex portion 51 of the cover 46 through a through hole 48 having substantially the same diameter as the convex portion 51 and attaching the cover 46 to the temporary fixing member main body 45.
[0026]
At the time of temporary fixing, the main body 41 is installed on each corner piece 31 of the reinforcing device 30 already installed. The convex portion 51 of the temporary fixing member 42 is fitted into the concave portion 47 of the main body 41, and the main body 41 is temporarily fixed to the corner piece 31 below the temporary fixing member 42. In this state, another corner piece 31 is arranged on each main body 41, bolts 321 are inserted into these corner pieces 31, and nuts 322 are screwed into these bolts 321 to be temporarily fixed. Further, the nut 322 is sufficiently tightened to give a sufficient tensile force between the corner pieces 31.
[0027]
Similarly, the main body 41 is installed on each newly installed corner piece 31. Thereafter, the temporary fixing member 42 is removed from the main body 41 and the corner piece 31, and the main body 41 is temporarily fixed to the newly installed corner piece 31. By repeating the above operations, a plurality of reinforcing instruments 30 can be installed from the lower side of the column 20 to the upper side. The main body 41 may be removed every time the reinforcing device 30 is installed, or may be removed after all the reinforcing devices 30 are installed.
[0028]
Therefore, according to the present embodiment, among the plurality of reinforcing instruments 30, the main body 41 is interposed between the corner pieces 31 of the vertically adjacent reinforcing instruments 30, and the spacing between these reinforcing instruments 30 is kept constant. Therefore, the reinforcing device 30 can be easily and accurately installed at regular intervals. Moreover, since the vertical dimension of the main body 41 is equal to the dimension between the corner pieces 31 that are mounted vertically, the reinforcing device 30 can be easily installed at a predetermined interval if the corner piece 31 is placed in contact with the main body 41. Can be installed. Furthermore, this eliminates the need for marking out and improves the efficiency of installing the reinforcing instrument 30.
In addition, since the main body 41 is placed on the corner piece 31 of the reinforcing device 30 that has already been installed, and the corner piece 31 of the upper reinforcing device 30 is placed thereon, the upper corner piece 31 is placed on the lower side via the main body 41. The corner piece 31 is supported. Since the worker does not need to manually support the reinforcing device 30 temporarily assembled as in the prior art and one worker can apply a tensile force to the tightening member, work efficiency can be improved.
[0029]
Furthermore, since the main body 41 is temporarily fixed to the corner piece 31 by the temporary fixing member 42, there is no possibility that the main body 41 is detached during the installation work of the reinforcing instrument 30, and the installation work can be performed efficiently. Further, since the notch 49 and the notch 53 are provided in the temporary fixing member main body 45 and the cover 46, the bolt lid 316 does not interfere with the temporary fixing, and the main body 41 is temporarily fixed to the corner piece 31 more securely. be able to.
Since the temporary fixing member 42 has the temporary fixing member main body 45 which is a magnet, the temporary fixing and removal of the main body 41 are easy.
A concave portion 47 is formed in the main body 41, and a convex portion 51 fitted to the concave portion 47 is provided in the temporary fixing member main body 45, and the attachment position of the temporary fixing member 42 is determined. The member 42 can be easily attached.
Since the temporary fixing member 42 has the grip portion 52, the temporary fixing member 42 can be easily attached. Even if the magnet of the temporary fixing member 42 is strong, the grip portion 52 can be pinched, so that the removal is easy.
[0030]
It should be noted that the present invention is not limited to the above-described embodiment, but includes modifications and improvements as long as the object of the present invention can be achieved.
For example, although the concave portion 47 is provided in the main body 41 and the convex portion 51 is provided in the temporary fixing member 42, these may not be provided as shown in FIG.
Further, as shown in FIG. 7, the temporary fixing member 42 is formed in an L-shaped section having a substantially right angle and a size that substantially covers the outer surface of the corner piece 31, and grips 52 are provided at both ends of the temporary fixing member. Also good. In this way, when the temporary fixing member 42 is installed, both end portions of the temporary fixing member main body 45 do not come into contact with the outer surface of the piece 312 and the outer surface of the main body 41. Therefore, at the time of removal, the temporary fixing member 42 can be removed simply by inclining the temporary fixing member 42 in the one end direction P where the temporary fixing member 42 is not in contact, and the removal becomes easy.
[0031]
The main body 41 and the corner piece 31 are arbitrary as long as they are magnetic metals or the like. The cover 46 is made of plastic, but may be metal or the like.
In the embodiment described above, the reinforcing device 30 is installed from below the pillar 20, but the reinforcing device 30 may be installed from above the column 20 depending on the situation.
Further, the reinforcing device 30 is not limited to the one in the present embodiment, and may be a one-turn hoop line or the like.
Furthermore, although the temporary fixing member main body 45 is a permanent magnet, an electromagnet may be used. If an electromagnet is used, it can be removed without requiring a large force by simply turning off the power supply when removing the temporary fixing member.
In addition, although the vertical dimension of the main body 41 is equal to the dimension between the corner pieces 31 attached vertically at equal intervals, the interval between the corner pieces 31 may be different. In this case, the vertical dimension of the main body 41 is determined in accordance with the interval between the different corner pieces 31.
[0032]
【The invention's effect】
According to such this invention, there exists an effect that the space | interval holder which can install the reinforcement implement which reinforces a concrete rod-shaped structure accurately and efficiently by a fixed space | interval can be provided.
[Brief description of the drawings]
FIG. 1 is an overall side view showing a concrete rod-like structure according to an embodiment of the present invention.
FIG. 2 is an overall plan view showing a reinforcing instrument according to the embodiment.
FIG. 3 is an enlarged cross-sectional view showing a reinforcing instrument according to the embodiment.
FIG. 4 is a perspective view of an interval holder according to the embodiment.
FIG. 5 is an exploded perspective view of the interval holder according to the embodiment.
FIG. 6 is an exploded perspective view showing a modification of the interval holder according to the embodiment.
FIG. 7 is a plan view showing a modification of the interval holder according to the embodiment.
[Explanation of symbols]
20 Column 22 as concrete rod-like structure Column surface 30 Reinforcing tool 31 Corner piece 32 Tightening member 40 Spacing holder 41 Main body 42 Temporary fixing member 47 Concave portion 51 Convex portion 52 Grasping portion

Claims (5)

コンクリート棒状構造体の軸方向に複数配置される補強器具のうち互いに隣接する補強器具同士の間隔を一定に保つためのコンクリート棒状構造体補強器具の間隔保持具であって、
前記隣接する補強器具に両側縁部が当接される本体と、当接する一方の補強器具に前記本体を仮止めする仮止め部材とを有し、
前記仮止め部材は磁石を有することを特徴とするコンクリート棒状構造体補強器具の間隔保持具。
An interval holder for a concrete rod-shaped structure reinforcing instrument for maintaining a constant spacing between adjacent reinforcing instruments among a plurality of reinforcing instruments arranged in the axial direction of the concrete rod-shaped structure,
A main body with which both side edge portions are in contact with the adjacent reinforcing device, and a temporary fixing member that temporarily fixes the main body to one reinforcing device to be contacted,
The temporary holding member has a magnet, and is a spacing holder for a concrete bar-like structure reinforcing instrument.
請求項1記載のコンクリート棒状構造体補強器具の間隔保持具において、
前記本体の前記コンクリート棒状構造体の軸方向に沿った寸法は隣り合う前記補強器具の間の寸法に等しいことを特徴とするコンクリート棒状構造体補強器具の間隔保持具。
In the interval holder of the concrete bar-shaped structure reinforcing instrument according to claim 1,
An interval holder for a concrete bar-shaped structure reinforcing instrument, wherein a dimension of the main body along the axial direction of the concrete bar-shaped structure is equal to a dimension between adjacent reinforcing instruments.
請求項1又は2記載のコンクリート棒状構造体補強器具の間隔保持具において、
前記本体には凹部が形成され、前記仮止め部材には前記凹部に嵌合される凸部が設けられていることを特徴とするコンクリート棒状構造体補強器具の間隔保持具。
In the interval holder of the concrete bar-shaped structure reinforcing instrument according to claim 1 or 2,
A gap retainer for a concrete bar-shaped structure reinforcing instrument, wherein a concave portion is formed in the main body, and a convex portion that is fitted into the concave portion is provided in the temporary fixing member.
請求項1から3いずれかに記載のコンクリート棒状構造体補強器具の間隔保持具において、
前記仮止め部材には握り部が設けられていることを特徴とするコンクリート棒状構造体補強器具の間隔保持具。
In the space | interval holder of the concrete rod-shaped structure reinforcement instrument in any one of Claim 1 to 3,
The temporary holding member is provided with a grip portion. The space retainer for a concrete bar-like structure reinforcing instrument.
請求項1から4いずれかに記載のコンクリート棒状構造体補強器具の間隔保持具において、
前記補強器具はコンクリート棒状構造体の表面に係合される複数の係合部材と、前記構造体の表面に沿って配置されて前記各係合部材同士を連結する複数の緊締部材とを備え、これらの緊締部材に付与された引張力で前記係合部材が前記構造体をその軸線方向に対して直交方向に圧縮可能なものであることを特徴とするコンクリート棒状構造体補強器具の間隔保持具。
In the space | interval holder of the concrete bar-shaped structure reinforcement instrument in any one of Claim 1 to 4,
The reinforcing device includes a plurality of engaging members engaged with the surface of a concrete bar-like structure, and a plurality of tightening members arranged along the surface of the structure to connect the engaging members. A spacing retainer for a concrete bar-shaped structure reinforcing instrument, wherein the engaging member is capable of compressing the structure in a direction orthogonal to the axial direction by a tensile force applied to these tightening members. .
JP2001141621A 2001-05-11 2001-05-11 Spacing retainer for concrete bar structure reinforcing equipment Expired - Fee Related JP4233772B2 (en)

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