JP2004353235A - Method of filling resin for anchor, and method of fixing anchor material - Google Patents

Method of filling resin for anchor, and method of fixing anchor material Download PDF

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Publication number
JP2004353235A
JP2004353235A JP2003150682A JP2003150682A JP2004353235A JP 2004353235 A JP2004353235 A JP 2004353235A JP 2003150682 A JP2003150682 A JP 2003150682A JP 2003150682 A JP2003150682 A JP 2003150682A JP 2004353235 A JP2004353235 A JP 2004353235A
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JP
Japan
Prior art keywords
resin
anchor
cylindrical member
hole
anchor hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2003150682A
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Japanese (ja)
Inventor
Akira Kobayashi
朗 小林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Chemical and Materials Co Ltd
Original Assignee
Nippon Steel Composite Co Ltd
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Filing date
Publication date
Application filed by Nippon Steel Composite Co Ltd filed Critical Nippon Steel Composite Co Ltd
Priority to JP2003150682A priority Critical patent/JP2004353235A/en
Publication of JP2004353235A publication Critical patent/JP2004353235A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of filling resin for an anchor for positively and easily filling a prescribed quantity of even viscous resin into a bottom part of an anchor hole in a short time without producing bubbles and moreover leaving no undesired matter other than the resin in the anchor hole. <P>SOLUTION: In the method of filling resin for the anchor, the prescribed quantity of resin 100 for the anchor is filled in a cylindrical member 1 opened at both ends, and the cylindrical member 1 filled with the resin 100 is inserted in the anchor hole 2. Pressure is applied to the resin 100 in the cylindrical member 1 inserted in the anchor hole 2, toward the hole bottom 2a of the anchor hole 2, and the cylindrical member 1 is moved outward from the anchor hole 2. After the resin in the cylindrical member 1 is extruded into the anchor hole 2 from the inside of the cylindrical member 1, the cylindrical member 1 is removed from the anchor hole 2. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、例えばコンクリート構造物に穿設したアンカー孔の内部にアンカー用樹脂を充填するアンカー用樹脂の充填方法及びアンカー材の固定方法に関するものである。
【0002】
【従来の技術】
従来、例えばコンクリート構造物にアンカー材、例えば、アンカーボルトを固定する場合には、コンクリート構造物に穿設されたアンカー孔内には、アンカーボルトの固着力を増強するために樹脂材料、即ち、アンカー用樹脂が充填される。
【0003】
しかしながら、単に、アンカー孔の開口部から注入器でアンカー用樹脂を充填した場合、アンカー孔の開口部、即ち、孔口付近に充填された粘性の高い樹脂材料によりアンカー孔内に空気が封止され、アンカー用樹脂をアンカー孔底部領域に気泡なく充填することが非常に困難であった。
【0004】
【発明が解決しようとする課題】
そこで、注入器の樹脂充填用ノズルの長さを長くして、ノズルをアンカー孔底まで差し込み、樹脂を充填しながら徐々にノズルを引き抜く方法が提案されている。
【0005】
しかしながら、この方法は、ノズルが長く細いために樹脂の注入に時間がかかるといった問題がある。更に、この方法は、ノズルの引き抜き速度により内部に空洞、気泡が生じ易く、また、注入樹脂量の確認が困難であるといった問題をも有している。
【0006】
また、別法として、カプセル内に樹脂を封入し、カプセルをアンカー孔内に装入後カプセルを破砕して樹脂を孔内に充填する方法がある。
【0007】
しかしながら、この方法は、アンカー孔内にカプセルの破片が残るといった問題がある。また、この方法によると、現場混合型の高粘度のエポキシ樹脂では混合が困難で樹脂の硬化不良を起こす可能性がある。
【0008】
本発明は、上記問題を解決するためになされたものであり、本発明の主たる目的は、例え高粘度の樹脂であっても、アンカー孔の孔底部領域に、気泡を生じることなく確実に、所定量、短時間にて、且つ容易に、しかも、アンカー孔内に樹脂以外の不要物を残すことなく充填することのできるアンカー用樹脂の充填方法を提供するものである。
【0009】
本発明の他の目的は、上記アンカー用樹脂の充填方法に従って準備されたアンカー孔を利用してアンカーボルトのようなアンカー材を取り付け、アンカー材の構造物に対する安定した固着力を得ることのできるアンカー材の固定方法を提供することである。
【0010】
【課題を解決するための手段】
上記目的は本発明に係るアンカー用樹脂の充填方法及びアンカー材の固定方法にて達成される。要約すれば、本発明の一態様によれば、(a)両端が開口した筒部材に所定量のアンカー用樹脂を充填すること、
(b)前記樹脂が充填された筒部材を、アンカー孔内に挿入すること、
(c)前記アンカー孔内に挿入した前記筒部材内の樹脂に対して前記アンカー孔の孔底方向へと圧力を加えると共に、前記筒部材を前記アンカー孔から外方へと移動させること、
(d)前記筒部材内の樹脂が前記筒部材内から前記アンカー孔内へと押し出された後、前記筒部材を前記アンカー孔から除去すること、
を特徴とするアンカー用樹脂の充填方法が提供される。
【0011】
本発明の一実施態様によると、前記筒部材内の樹脂に対する圧力は、前記筒部材の孔部に適合して押圧される加圧部材にて加えるか、叉は、前記筒部材の孔部に供給される圧縮空気にて加える。
【0012】
本発明の他の実施態様によると、前記筒部材は、外形状及び内形状の断面が円形、楕円、或いは、多角形とされる円筒部材である。
【0013】
本発明の他の実施態様によると、前記筒部材は、プラスチック、紙、叉は、金属で形成される。
【0014】
本発明の他の実施態様によると、前記樹脂は、エポキシ樹脂であり、叉、好ましくは、前記樹脂の粘度は、1000mPa・s以上である。
【0015】
本発明の他の態様によれば、上記アンカー用樹脂の充填方法にてアンカー用樹脂が充填された前記アンカー孔に、金属製、プラスチック製、若しくは、繊維強化プラスチック製とされるアンカーボルトか、樹脂を含浸させていない強化繊維束で作製したアンカーか、又は、樹脂を含浸させた未硬化状態の強化繊維束で作製したアンカーを挿入して固定することを特徴とするアンカー材の固定方法が提供される。
【0016】
【発明の実施の形態】
以下、本発明に係るアンカー用樹脂の充填方法及びアンカー材の固定方法を図面に則して更に詳しく説明する。
【0017】
本発明のアンカー用樹脂の充填方法を実施するに際して、先ず、図1(a)に示すように、軸線方向に沿って延びた剛性を有する筒部材1が準備される。筒部材1は、軸線方向に沿って貫通した孔部1aを備えており、両端が開口している。筒部材1としては、プラスチック、紙、金属などで形成することができ、例えば、具体的には、ポリエチレン管、塩化ビニル管、多積層紙管、鋼管、銅管、アルミニウム管、などを好適に使用し得る。
【0018】
また、筒部材1の形状は、好ましくは、アンカー孔の断面形状と同様の断面外形状を有するものとされるが、通常、アンカー孔の断面形状が円形とされるので、本実施例では外形状(外径部)及び内形状(内径部)の断面が円形の円筒状とされる。ただ、本発明にて、筒部材1の形状は、円筒状に限定されるものではなく、断面が楕円、或いは、4角形、5角形などとされる多角形の筒部材とすることもできる。
【0019】
筒部材1は、図1(b)をも参照すると理解されるように、コンクリート構造物などに穿設されたアンカー孔2に装入可能とするために、筒部材1の外径をDs1、内径をDs2とすると、外径Ds1は、アンカー孔2の内径Dより僅かに小さくされる。アンカー孔2の内径Dが10〜100mmとされる場合には、筒部材1の外径Ds1は、アンカー孔内径Dより0.5〜10mmだけ小さくされる。
【0020】
また、アンカー孔2内に充填すべき樹脂の、アンカー孔底2aを基準とした充填量、即ち、樹脂充填長さをLaとすると、アンカー孔2内における充填樹脂の容積Vは、
V=(π/4)×D×La
である。従って、筒部材1の長さLsは、
V<(π/4)×Ds2×Ls
となるようにする。
【0021】
尚、筒部材1の長さLsは、使用されるアンカー材、例えば、アンカーボルトに応じて種々の寸法とされる。
【0022】
次に、本発明のアンカー用樹脂の充填方法の一実施例について、図2を参照して説明する。
【0023】
先ず、図1に示す上記構成の筒部材1を準備し、次いで、図2(a)に示すように、カートリッジガン或いは注入ポンプなどの樹脂注入手段3を使用して、筒部材1内にアンカー用樹脂100を充填する。この時、樹脂充填状態を筒部材1の両端を目視により確認することができるように、筒部材1内には全長にわたり樹脂を充填するのが作業効率の面からは好ましい。しかしながら、これに限定されるものではなく、例えば筒部材1が透明材料などとされる場合には、筒部材1の外周面からの目視による作業が容易であるので、筒部材1の所定長さ領域だけ充填することも可能であり、また、筒部材1の重量を測定することによっても、筒部材1内の樹脂の充填量を所定量に計量することができる。
【0024】
筒部材1に充填される樹脂は、従来アンカー用樹脂として使用されている樹脂が使用され、例えば、エポキシ樹脂、などが好適に使用される。叉、樹脂の粘度としては、1000mPa・s以上であり、上限はパテ状(粘度計による測定不可)であることが好ましい。粘度が1000mPa・s未満であると、注入時にダレ落ち、流出が生じるといった問題がある。
【0025】
このように、本発明によれば、両端が開口した筒部材1内に樹脂を充填するので、筒部材1内への樹脂充填時の排気が容易であり、例え高粘度の樹脂であっても、筒部材1に樹脂を気泡を生じることなく確実に、即ち、密実に、所定量だけ、短時間にて充填することができる。本実施例では、図示するように、筒部材1の全長にわたり樹脂が充填されている。
【0026】
上述のようにして内部に所定量の樹脂100が密実に充填された筒部材1を、コンクリート構造物などに穿設されたアンカー孔2内に挿入する(図2(b))。筒部材1は、剛性を有しており、アンカー孔2の底2aまで確実に挿入することができる。従って、筒部材1の一端部1bは、アンカー孔2の底部2aに位置するが、他方の端部、即ち、外側端部1cは、アンカー孔2の外側に露出した状態とされる。
【0027】
次いで、図2(c)に示すように、筒部材1の外側端部1cの孔部1aに、手動により押圧される加圧部材4が適合して差し込まれる。例えば加圧部材4としてのピストンロッドは、筒部材1の孔部1aの内径と同程度の外径を有しており、押圧されることにより、筒部材1内の樹脂100をアンカー孔底2aの方へと押圧する。
【0028】
従って、本発明によれば、アンカー用樹脂をアンカー孔2の底2aに確実に且つ容易に注入することができる。
【0029】
アンカー孔底2aへと押圧された樹脂100は、筒部材1の内端部1bの円周縁部へと進入して筒部材1を、図2(d)にて右側方向へと、即ち、アンカー孔2より外側へと押し出す方向に作用する。勿論、加圧部材4を押圧すると同時に、作業者が手で、或いは、工具を使用して、筒部材1を外側に引き出すようにしても良い。
【0030】
図2(e)に示すように、加圧部材4を押し込むことにより、筒部材1内の樹脂100が全てアンカー孔2内へと押し出される。筒部材1からアンカー孔2内への樹脂100の押出が終了したとき、加圧部材4と筒部材1をアンカー孔2内から引き抜く。これによって、アンカー孔2内には、樹脂100が、樹脂注入長さLaにて所定量だけ充填される。
【0031】
上記構成の本発明によれば、加圧部材4を筒部材1の孔1a内へと押し込むことで、アンカー孔底2aへと樹脂が充填され、この充填された樹脂100が筒部材1の下端円周縁部に作用し、筒部材1をアンカー孔2から外方へと押し出す。従って、従来のノズルを使用した樹脂充填方法に比較すると、作業性が極めて良好で、しかも、気泡が発生することなく、容易に且つ確実に樹脂100をアンカー孔底2aを基準として樹脂注入長さLa領域に充填することができる。
【0032】
上記実施例の説明では、筒部材1内の樹脂100は、ピストンロッドのような加圧部材4を手動で押圧することによってアンカー孔内へと充填されたが、手動の代わりに空気圧シリンダのような加圧手段を用いて加圧部材4を押圧しても良く、又、加圧部材4の代わりに、加圧手段としての圧縮空気源からの圧縮空気を使用し、この圧縮空気を加圧部材4として筒部材1の外側端部1bの孔1aに供給しても同様の作用効果を得ることができる。
【0033】
このようにして、アンカー孔2内に樹脂100が、樹脂注入長さLaにて所定量だけ充填されると、次いで、図2(f)に示すように、このアンカー用樹脂が充填されたアンカー孔2に、アンカー材、例えば、アンカーボルト10が押入され、固定される。
【0034】
本実施例によれば、更に、アンカーボルト10の外周囲とアンカー孔2との間にはアンカー用樹脂100が介在しており、アンカーボルト10のアンカー孔2に対する安定した固着力を得ることができる。
【0035】
アンカーボルト10は、金属製、プラスチック製、若しくは、繊維強化プラスチック製とされる。また、アンカーボルト10の代わりに、アンカー材10としては、樹脂を含浸させていない強化繊維束で作製したアンカーであってもよく、又は、樹脂を含浸させ、この含浸樹脂が未だ硬化していない未硬化状態にある強化繊維束で作製したアンカーとすることもできる。
【0036】
実験例1
本発明に従って構成されたアンカー用樹脂の充填方法の効果を立証するために、下記仕様にて筒部材を作製し、本発明方法を実施した。
【0037】
筒部材1
材料:積層紙管
外径をDs1 20mm
内径をDs2 18mm
長さLs 375mm
アンカー孔2
内径D 22mm
深さL 300mm
樹脂注入長さLa 250mm
アンカーボルト10
直径 20mm
長さ 300mm
【0038】
本実験例では、上述の構成とされる筒部材1にパテ状とされるエポキシ樹脂を注入ポンプ(大塚刷毛製造株式会社製「1吸入型コーキングガン」商品名)を用いて充填した。注入作業は容易であり、筒部材1内にエポキシ樹脂が密実された。
【0039】
次いで、この樹脂充填された筒部材1をアンカー孔2内に挿入し、その後、筒部材1の外側端部1cに加圧部材4として直径17mmのロッドを適合して、手動により押圧した。
【0040】
手動にて押圧することにより、筒部材1がアンカー孔2内から外側へと押し出された。
【0041】
筒部材1の外側への動きが停止することにより、筒部材1内の樹脂がアンカー孔2内に押し出されたことが分かった。その後、筒部材1と加圧部材4とをアンカー孔2内から引き出した。
【0042】
上記一連の作業は、一つのアンカー孔2内に付き、0.5〜1分で終了し、従来の作業に比べると3〜5分の1程度となり、作業性が飛躍的に増大した。
【0043】
このようにして、樹脂が充填されたアンカー孔2内にアンカーボルト10を押入して固着した。安定した固着力が得られた。
【0044】
【発明の効果】
以上説明したように、本発明のアンカー用樹脂の充填方法は、両端が開口した筒部材に所定量のアンカー用樹脂を充填し、樹脂が充填された筒部材を、アンカー孔内に挿入し、アンカー孔内に挿入した筒部材内の樹脂に対してアンカー孔の孔底方向へと圧力を加えると共に、筒部材をアンカー孔から外方へと移動させ、筒部材内の樹脂が筒部材内からアンカー孔内へと押し出された後、筒部材をアンカー孔から除去する構成とされる。従って、本発明は、
(1)両端が開放された筒部材を用いるので、筒部材内への樹脂の樹脂充填時の排気が容易で樹脂を密実に充填することができる。
(2)樹脂充填のために、従来のように、細く長いノズルを用いないので、樹脂の充填を容易に且つ短時間に行うことができる。
(3)筒部材は、アンカー孔の底まで確実に挿入することができ、従って、樹脂をアンカー孔の底部に確実に充填することができる。
(4)樹脂の充填量は、筒部材に充填された状態で目視により、叉は、筒部材の重量を計測することにより、容易に且つ確実に計量することができ、そのために、施工管理を確実に行うことができる。
(5)筒部材の外方端部から筒部材内の樹脂にのみ圧力を加え、この樹脂をアンカー孔底へと押し出すので、従来の、人力により充填ノズル、を引き抜く方法に比べると、容易に気泡なく、確実に、樹脂をアンカー底部領域に充填できる。
(6)筒部材は、アンカー孔から除去され、アンカー孔内に樹脂以外の不要物が残留することはない。
といった効果を奏し得る。
【0045】
又、上記アンカー用樹脂の充填方法に従って準備されたアンカー孔を利用した本発明のアンカー材の固定方法によると、アンカーボルトのようなアンカー材の構造物に対する安定した固着力を得ることができる。
【図面の簡単な説明】
【図1】図1(a)は、本発明に係るアンカー用樹脂の充填方法に使用する筒部材の一実施例を示す斜視図であり、図1(b)は、筒部材が挿入されるコンクリート構造物に穿設されたアンカー孔を説明する断面図である。
【図2】本発明に係るアンカー用樹脂の充填方法の施工工程及びその後のアンカーボルト(アンカー材)の取付工程を説明する図である。
【符号の説明】
1 筒部材
2 アンカー孔
3 樹脂注入手段
4 加圧部材
10 アンカーボルト(アンカー材)
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to, for example, a method of filling an anchor resin into an anchor hole formed in a concrete structure, and a method of fixing an anchor material.
[0002]
[Prior art]
Conventionally, for example, when fixing an anchor material, for example, an anchor bolt to a concrete structure, a resin material, i.e., a resin material, in order to increase the anchoring force of the anchor bolt, in an anchor hole formed in the concrete structure An anchor resin is filled.
[0003]
However, when the anchor resin is simply filled with the injector from the opening of the anchor hole, air is sealed in the anchor hole by the highly viscous resin material filled in the opening of the anchor hole, that is, near the hole. Therefore, it was very difficult to fill the anchor resin bottom region without bubbles in the anchor resin.
[0004]
[Problems to be solved by the invention]
Therefore, a method has been proposed in which the length of the resin filling nozzle of the injector is increased, the nozzle is inserted to the bottom of the anchor hole, and the nozzle is gradually pulled out while filling the resin.
[0005]
However, this method has a problem that it takes a long time to inject the resin because the nozzle is long and thin. Further, this method has a problem that cavities and air bubbles are easily generated inside the nozzle due to the drawing speed of the nozzle, and it is difficult to confirm the amount of the injected resin.
[0006]
As another method, there is a method in which a resin is sealed in a capsule, the capsule is charged in an anchor hole, and then the capsule is crushed to fill the resin in the hole.
[0007]
However, this method has a problem that capsule fragments remain in the anchor hole. Further, according to this method, mixing is difficult with a high-viscosity epoxy resin of an in-situ mixing type, and there is a possibility that curing failure of the resin may occur.
[0008]
The present invention has been made in order to solve the above problems, the main object of the present invention is, even if a high-viscosity resin, in the bottom region of the anchor hole, reliably without bubbles, An object of the present invention is to provide a method for filling an anchor resin, which can be easily filled in a predetermined amount in a short time and without leaving any unnecessary matter other than the resin in the anchor hole.
[0009]
Another object of the present invention is to attach an anchor material such as an anchor bolt using an anchor hole prepared according to the method for filling an anchor resin, and to obtain a stable fixing force of the anchor material to a structure. An object of the present invention is to provide a method for fixing an anchor material.
[0010]
[Means for Solving the Problems]
The above object is achieved by a method for filling an anchor resin and a method for fixing an anchor material according to the present invention. In summary, according to one aspect of the present invention, (a) filling a cylindrical member having both ends opened with a predetermined amount of anchor resin;
(B) inserting the tubular member filled with the resin into an anchor hole;
(C) applying pressure to the resin in the cylindrical member inserted into the anchor hole in the direction toward the bottom of the anchor hole, and moving the cylindrical member outward from the anchor hole;
(D) removing the cylindrical member from the anchor hole after the resin in the cylindrical member is extruded from the cylindrical member into the anchor hole;
A method for filling a resin for an anchor, characterized by the following features:
[0011]
According to one embodiment of the present invention, the pressure on the resin in the cylindrical member is applied by a pressing member which is pressed in conformity with the hole of the cylindrical member, or is applied to the hole of the cylindrical member. Add with supplied compressed air.
[0012]
According to another embodiment of the present invention, the cylindrical member is a cylindrical member having an outer shape and an inner shape whose cross section is circular, elliptical, or polygonal.
[0013]
According to another embodiment of the present invention, the tubular member is formed of plastic, paper, or metal.
[0014]
According to another embodiment of the present invention, the resin is an epoxy resin, and preferably, the viscosity of the resin is 1000 mPa · s or more.
[0015]
According to another aspect of the present invention, the anchor hole filled with the anchor resin by the anchor resin filling method is made of metal, plastic, or an anchor bolt made of fiber-reinforced plastic, An anchor made of a reinforcing fiber bundle not impregnated with a resin, or an anchor material fixing method characterized by inserting and fixing an anchor made of an uncured reinforcing fiber bundle impregnated with a resin. Provided.
[0016]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, the method for filling the anchor resin and the method for fixing the anchor material according to the present invention will be described in more detail with reference to the drawings.
[0017]
In carrying out the method for filling the anchor resin of the present invention, first, as shown in FIG. 1A, a rigid tubular member 1 extending along the axial direction is prepared. The cylindrical member 1 has a hole 1a penetrating along the axial direction, and both ends are open. The tubular member 1 can be formed of plastic, paper, metal, or the like. For example, specifically, a polyethylene tube, a vinyl chloride tube, a multilayer paper tube, a steel tube, a copper tube, an aluminum tube, or the like is preferably used. Can be used.
[0018]
Further, the shape of the tubular member 1 preferably has the same cross-sectional outer shape as the cross-sectional shape of the anchor hole. However, since the cross-sectional shape of the anchor hole is usually circular, the outer shape is not used in this embodiment. The cross section of the shape (outer diameter portion) and the inner shape (inner diameter portion) is a circular cylindrical shape. However, in the present invention, the shape of the cylindrical member 1 is not limited to a cylindrical shape, and may be an elliptical cross section, or a polygonal cylindrical member having a quadrangle, a pentagon, or the like.
[0019]
As can be understood by referring also to FIG. 1 (b), the outer diameter of the cylindrical member 1 is Ds1, so that the cylindrical member 1 can be inserted into an anchor hole 2 formed in a concrete structure or the like. Assuming that the inner diameter is Ds2, the outer diameter Ds1 is slightly smaller than the inner diameter D of the anchor hole 2. When the inner diameter D of the anchor hole 2 is 10 to 100 mm, the outer diameter Ds1 of the tubular member 1 is smaller than the inner diameter D of the anchor hole by 0.5 to 10 mm.
[0020]
Further, assuming that the filling amount of the resin to be filled in the anchor hole 2 with respect to the anchor hole bottom 2a, that is, the resin filling length is La, the volume V of the filling resin in the anchor hole 2 is:
V = (π / 4) × D 2 × La
It is. Therefore, the length Ls of the cylindrical member 1 is
V <(π / 4) × Ds2 2 × Ls
So that
[0021]
The length Ls of the tubular member 1 is set to various dimensions according to the anchor material used, for example, the anchor bolt.
[0022]
Next, an embodiment of the method for filling the anchor resin of the present invention will be described with reference to FIG.
[0023]
First, a cylindrical member 1 having the above configuration shown in FIG. 1 is prepared, and then, as shown in FIG. 2A, an anchor is provided in the cylindrical member 1 by using a resin injection means 3 such as a cartridge gun or an injection pump. Resin 100 is filled. At this time, it is preferable from the viewpoint of working efficiency that the inside of the tubular member 1 be filled with resin over the entire length so that the resin filling state can be visually confirmed at both ends of the tubular member 1. However, the present invention is not limited to this. For example, when the cylindrical member 1 is made of a transparent material or the like, the work by visual observation from the outer peripheral surface of the cylindrical member 1 is easy. It is also possible to fill only the area, and by measuring the weight of the tubular member 1, the filling amount of the resin in the tubular member 1 can be measured to a predetermined amount.
[0024]
As the resin filled in the tubular member 1, a resin conventionally used as an anchor resin is used, and for example, an epoxy resin is preferably used. The viscosity of the resin is preferably 1000 mPa · s or more, and the upper limit is preferably a putty (measurement with a viscometer is impossible). If the viscosity is less than 1000 mPa · s, there is a problem that the liquid drops during the injection and flows out.
[0025]
As described above, according to the present invention, the resin is filled into the cylindrical member 1 having both ends opened, so that the resin can be easily exhausted into the cylindrical member 1 when the resin is filled. In addition, the resin can be filled into the tubular member 1 reliably without bubbles, that is, by a predetermined amount in a short time. In the present embodiment, as shown in the drawing, resin is filled over the entire length of the tubular member 1.
[0026]
The cylindrical member 1 in which the predetermined amount of the resin 100 is densely filled as described above is inserted into the anchor hole 2 formed in a concrete structure or the like (FIG. 2B). The tubular member 1 has rigidity, and can be reliably inserted to the bottom 2 a of the anchor hole 2. Accordingly, one end 1b of the tubular member 1 is located at the bottom 2a of the anchor hole 2, while the other end, that is, the outer end 1c is exposed outside the anchor hole 2.
[0027]
Next, as shown in FIG. 2 (c), the pressure member 4 which is manually pressed is fitted and inserted into the hole 1a of the outer end 1c of the cylindrical member 1. For example, the piston rod serving as the pressure member 4 has an outer diameter approximately equal to the inner diameter of the hole 1a of the cylindrical member 1, and when pressed, causes the resin 100 in the cylindrical member 1 to move the resin hole 100 into the anchor hole bottom 2a. Press towards.
[0028]
Therefore, according to the present invention, the anchor resin can be reliably and easily injected into the bottom 2 a of the anchor hole 2.
[0029]
The resin 100 pressed to the anchor hole bottom 2a enters the circumferential edge of the inner end 1b of the tubular member 1 and moves the tubular member 1 rightward in FIG. It acts in the direction of pushing out from the hole 2. Of course, at the same time as pressing the pressing member 4, the operator may pull out the cylindrical member 1 to the outside by hand or using a tool.
[0030]
As shown in FIG. 2E, when the pressing member 4 is pushed in, the resin 100 in the tubular member 1 is entirely pushed out into the anchor hole 2. When the extrusion of the resin 100 from the tubular member 1 into the anchor hole 2 is completed, the pressing member 4 and the tubular member 1 are pulled out from the anchor hole 2. Accordingly, the resin 100 is filled in the anchor hole 2 by a predetermined amount with the resin injection length La.
[0031]
According to the present invention having the above structure, the pressing member 4 is pushed into the hole 1a of the tubular member 1 so that the resin is filled into the anchor hole bottom 2a. Acting on the circumferential edge, the cylindrical member 1 is pushed outward from the anchor hole 2. Therefore, as compared with the conventional resin filling method using a nozzle, the workability is extremely good, and furthermore, the resin 100 is easily and reliably inserted into the resin injection length with reference to the anchor hole bottom 2a without generating bubbles. The La region can be filled.
[0032]
In the description of the above embodiment, the resin 100 in the cylindrical member 1 was filled into the anchor hole by manually pressing the pressing member 4 such as a piston rod. The pressurizing member 4 may be pressed using a suitable pressurizing means. Alternatively, instead of the pressurizing member 4, compressed air from a compressed air source as a pressurizing means may be used. Even when the member 4 is supplied to the hole 1a of the outer end 1b of the tubular member 1, the same function and effect can be obtained.
[0033]
When the resin 100 is filled in the anchor hole 2 in a predetermined amount with the resin injection length La in this manner, then, as shown in FIG. An anchor material, for example, an anchor bolt 10 is pushed into the hole 2 and fixed.
[0034]
According to the present embodiment, the anchor resin 100 is further interposed between the outer periphery of the anchor bolt 10 and the anchor hole 2, so that a stable fixing force of the anchor bolt 10 to the anchor hole 2 can be obtained. it can.
[0035]
The anchor bolt 10 is made of metal, plastic, or fiber reinforced plastic. Further, instead of the anchor bolt 10, the anchor material 10 may be an anchor made of a reinforcing fiber bundle not impregnated with a resin, or may be impregnated with a resin, and the impregnated resin is not yet cured. An anchor made of an uncured reinforcing fiber bundle can also be used.
[0036]
Experimental example 1
In order to prove the effect of the method for filling an anchor resin constituted according to the present invention, a tubular member was produced with the following specifications, and the method of the present invention was carried out.
[0037]
Tube member 1
Material: Laminated paper tube outer diameter Ds1 20mm
Inner diameter Ds2 18mm
Length Ls 375mm
Anchor hole 2
Inner diameter D 22mm
Depth L 300mm
Resin injection length La 250mm
Anchor bolt 10
Diameter 20mm
Length 300mm
[0038]
In the present experimental example, the putty-shaped epoxy resin was filled into the cylindrical member 1 having the above-described configuration using an injection pump (trade name of “1 suction type caulking gun” manufactured by Otsuka Brush Co., Ltd.). The injection operation was easy, and the epoxy resin was densely packed in the cylindrical member 1.
[0039]
Next, the resin-filled cylindrical member 1 was inserted into the anchor hole 2, and thereafter, a rod having a diameter of 17 mm was fitted as a pressing member 4 to the outer end 1 c of the cylindrical member 1 and manually pressed.
[0040]
By manually pressing, the tubular member 1 was pushed out from the inside of the anchor hole 2.
[0041]
It was found that when the outward movement of the tubular member 1 stopped, the resin in the tubular member 1 was extruded into the anchor holes 2. Thereafter, the cylindrical member 1 and the pressing member 4 were pulled out from the inside of the anchor hole 2.
[0042]
The above-described series of operations is performed in one anchor hole 2 and is completed in 0.5 to 1 minute, which is about 3 to 5 times smaller than the conventional operation, and the workability is dramatically increased.
[0043]
Thus, the anchor bolt 10 was pushed into the anchor hole 2 filled with the resin and fixed. A stable fixing force was obtained.
[0044]
【The invention's effect】
As described above, the filling method of the anchor resin of the present invention fills a predetermined amount of the anchor resin into the cylindrical member having both ends opened, and inserts the resin-filled cylindrical member into the anchor hole. Along with applying pressure to the resin in the tubular member inserted into the anchor hole toward the bottom of the anchor hole, the tubular member is moved outward from the anchor hole, and the resin in the tubular member is removed from the inside of the tubular member. After being pushed into the anchor hole, the tubular member is removed from the anchor hole. Therefore, the present invention
(1) Since a cylindrical member having both open ends is used, it is possible to easily exhaust the resin into the cylindrical member when the resin is filled therein, and to fill the resin densely.
(2) Since a thin and long nozzle is not used for filling the resin as in the related art, the filling of the resin can be performed easily and in a short time.
(3) The tubular member can be securely inserted to the bottom of the anchor hole, and therefore, the resin can be reliably filled in the bottom of the anchor hole.
(4) The filling amount of the resin can be easily and reliably measured by visual observation in a state where the resin is filled in the cylindrical member, or by measuring the weight of the cylindrical member. It can be done reliably.
(5) Pressure is applied only to the resin in the cylindrical member from the outer end of the cylindrical member, and this resin is pushed out to the bottom of the anchor hole, so that it is easier than the conventional method of pulling out the filling nozzle by manual power. The resin can be reliably filled in the anchor bottom region without bubbles.
(6) The tubular member is removed from the anchor hole, and no unnecessary material other than the resin remains in the anchor hole.
Such an effect can be obtained.
[0045]
Further, according to the anchor material fixing method of the present invention using the anchor hole prepared according to the anchor resin filling method, a stable fixing force of the anchor material such as the anchor bolt to the structure can be obtained.
[Brief description of the drawings]
FIG. 1 (a) is a perspective view showing one embodiment of a tubular member used for a method of filling an anchor resin according to the present invention, and FIG. 1 (b) shows a tubular member inserted therein. It is sectional drawing explaining the anchor hole drilled in the concrete structure.
FIG. 2 is a view illustrating a construction step of a method for filling an anchor resin according to the present invention and a subsequent attachment step of an anchor bolt (anchor material).
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Cylindrical member 2 Anchor hole 3 Resin injection means 4 Pressurizing member 10 Anchor bolt (anchor material)

Claims (8)

(a)両端が開口した筒部材に所定量のアンカー用樹脂を充填すること、
(b)前記樹脂が充填された筒部材を、アンカー孔内に挿入すること、
(c)前記アンカー孔内に挿入した前記筒部材内の樹脂に対して前記アンカー孔の孔底方向へと圧力を加えると共に、前記筒部材を前記アンカー孔から外方へと移動させること、
(d)前記筒部材内の樹脂が前記筒部材内から前記アンカー孔内へと押し出された後、前記筒部材を前記アンカー孔から除去すること、
を特徴とするアンカー用樹脂の充填方法。
(A) filling a predetermined amount of anchor resin into a tubular member having both ends opened;
(B) inserting the tubular member filled with the resin into an anchor hole;
(C) applying pressure to the resin in the cylindrical member inserted into the anchor hole in the direction toward the bottom of the anchor hole, and moving the cylindrical member outward from the anchor hole;
(D) removing the cylindrical member from the anchor hole after the resin in the cylindrical member is extruded from the cylindrical member into the anchor hole;
A method for filling a resin for anchors, characterized in that:
前記筒部材内の樹脂に対する圧力は、前記筒部材の孔部に適合して押圧される加圧部材にて加えることを特徴とする請求項1のアンカー用樹脂の充填方法。2. The method according to claim 1, wherein the pressure applied to the resin in the cylindrical member is applied by a pressing member that is pressed in conformity with the hole of the cylindrical member. 前記筒部材内の樹脂に対する圧力は、前記筒部材の孔部に供給される圧縮空気にて加えることを特徴とする請求項1のアンカー用樹脂の充填方法。2. The method according to claim 1, wherein the pressure on the resin in the cylindrical member is applied by compressed air supplied to a hole of the cylindrical member. 前記筒部材は、外形状及び内形状の断面が円形、楕円、或いは、多角形とされることを特徴とする請求項1叉は2のアンカー用樹脂の充填方法。3. The method according to claim 1, wherein the outer and inner cross sections of the cylindrical member are circular, elliptical, or polygonal. 前記筒部材は、プラスチック、紙、叉は、金属で形成されることを特徴とする請求項1〜4のいずれかの項に記載のアンカー用樹脂の充填方法。The method according to any one of claims 1 to 4, wherein the tubular member is formed of plastic, paper, or metal. 前記樹脂は、エポキシ樹脂であることを特徴とする請求項1〜5のいずれかの項に記載のアンカー用樹脂の充填方法。The method according to claim 1, wherein the resin is an epoxy resin. 前記樹脂の粘度は、1000mPa・s以上であることを特徴とする請求項6のアンカー用樹脂の充填方法。7. The method according to claim 6, wherein the viscosity of the resin is 1000 mPa · s or more. 請求項1〜7のいずれかの項に記載のアンカー用樹脂の充填方法にてアンカー用樹脂が充填された前記アンカー孔に、金属製、プラスチック製、若しくは、繊維強化プラスチック製とされるアンカーボルトか、樹脂を含浸させていない強化繊維束で作製したアンカーか、又は、樹脂を含浸させた未硬化状態の強化繊維束で作製したアンカーを挿入して固定することを特徴とするアンカー材の固定方法。Anchor bolts made of metal, plastic, or fiber-reinforced plastic in the anchor holes filled with the anchor resin by the method for filling anchor resin according to any one of claims 1 to 7. An anchor made by inserting an anchor made of a reinforcing fiber bundle not impregnated with a resin, or an anchor made of an uncured reinforcing fiber bundle impregnated with a resin, and fixing the anchor material. Method.
JP2003150682A 2003-05-28 2003-05-28 Method of filling resin for anchor, and method of fixing anchor material Pending JP2004353235A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013029002A (en) * 2011-07-29 2013-02-07 Okabe Co Ltd Packing instrument of inorganic-based adhesive in anchor hole
JP2017036562A (en) * 2015-08-07 2017-02-16 前田工繊株式会社 Anchor method
CN114541594A (en) * 2022-03-04 2022-05-27 四川华泰科创建筑科技有限公司 Method for filling rear anchor bolt of wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013029002A (en) * 2011-07-29 2013-02-07 Okabe Co Ltd Packing instrument of inorganic-based adhesive in anchor hole
JP2017036562A (en) * 2015-08-07 2017-02-16 前田工繊株式会社 Anchor method
CN114541594A (en) * 2022-03-04 2022-05-27 四川华泰科创建筑科技有限公司 Method for filling rear anchor bolt of wall

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