JPH109239A - Fixing method of anchor bolt - Google Patents

Fixing method of anchor bolt

Info

Publication number
JPH109239A
JPH109239A JP17843696A JP17843696A JPH109239A JP H109239 A JPH109239 A JP H109239A JP 17843696 A JP17843696 A JP 17843696A JP 17843696 A JP17843696 A JP 17843696A JP H109239 A JPH109239 A JP H109239A
Authority
JP
Japan
Prior art keywords
adhesive
anchor bolt
liquid
perforation
capsule
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
JP17843696A
Other languages
Japanese (ja)
Inventor
Hiroyasu Ito
裕安 伊藤
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.)
Fujita Corp
Original Assignee
Fujita Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fujita Corp filed Critical Fujita Corp
Priority to JP17843696A priority Critical patent/JPH109239A/en
Publication of JPH109239A publication Critical patent/JPH109239A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To stably fix an anchor bolt without dispersion in fitting accuracy by appropriately cleaning adhered stuff in a drilled hole without individual variation in fixing a chemical anchor bolt. SOLUTION: The liquid 20 (e.g. water) is poured in a drilled hole 10 in a base material to precipitate adhered stuff 50 to the drilled hole, and a capsule 40 in which the adhesive 30 (e.g. under water hardening resin) is enclosed is sunk in the drilled hole 10 after precipitation. Then, an anchor bolt 60 is inserted while breaking the capsule 40, and the anchor bolt 60 is fixed through hardening of the adhesive 30.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート等の
母材に設けた穿孔内に接着剤を用いてアンカーボルトを
固定する方法に関し、特にアンカーボルトの固定強度に
影響を与える穿孔内壁付着物の清掃を的確に行なえるよ
うにしたものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for fixing an anchor bolt in a perforation formed in a base material such as concrete using an adhesive, and more particularly to a method for fixing an adhering substance on an inner wall of a perforation which affects the fixing strength of the anchor bolt. It is intended to perform cleaning properly.

【0002】[0002]

【従来の技術】従来、アンカーボルトの固定方法とし
て、コンクリート等の母材に設けた穿孔内へ、反応型の
硬化性樹脂からなる接着剤を内部に封入したカプセルを
挿入し、そのカプセルを頭上から壊すようにしてボルト
を打ち込み、壊れたカプセルから出た硬化性樹脂の硬化
により打ち込んだボルトを固定する方法が、ケミカルア
ンカーボルト或は樹脂アンカーボルトとして知られてい
る。
2. Description of the Related Art Conventionally, as a method for fixing an anchor bolt, a capsule in which an adhesive made of a reactive type curable resin is enclosed is inserted into a perforation formed in a base material such as concrete, and the capsule is overhead. A method in which a bolt is driven in such a way as to break it from the outside and a bolt fixed by hardening of the curable resin coming out of the broken capsule is known as a chemical anchor bolt or a resin anchor bolt.

【0003】[0003]

【発明が解決しようとする課題】従来のいわゆるケミカ
ルアンカーボルトによる固定方法では、穿孔内壁に付着
した穿孔時のコンクリート粉を丁寧に清掃して除去して
おかないと、必要な接着強度が得られず、アンカーボル
トの固定が十分でない場合がある。多数のアンカーボル
トを固定するには、時間短縮等のために、通常は複数の
人間が作業にかかる。そのため、どうしても清掃度合い
に個人差が出て、これが往々にしてアンカーボルトの固
定強度のバラツキ原因に繋がるという問題点が現場から
指摘されていた。そこで、本願発明は、上記問題点に鑑
み提案されたもので、作業に個人差の出ない簡単で的確
な穿孔内壁付着物の清掃方法を取り入れ、固定強度にバ
ラツキのない安定したアンカーボルトの固定ができる方
法を提供することを目的とする。
In the conventional fixing method using a so-called chemical anchor bolt, a necessary adhesive strength can be obtained unless concrete powder at the time of drilling adhered to the inner wall of the drilling is carefully removed. In some cases, anchor bolts may not be fixed sufficiently. In order to fix a large number of anchor bolts, a plurality of persons usually work to shorten the time. For this reason, it has been pointed out from the site that there is an individual difference in the degree of cleaning, which often leads to a variation in the fixing strength of the anchor bolt. In view of the above, the present invention has been proposed in view of the above-described problems, and employs a simple and accurate method for cleaning the adhered substance on the inner wall of the perforated hole, which does not cause individual differences in the work, and secures a stable anchor bolt without variation in fixing strength. The purpose is to provide a method that can do.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に、本願発明の請求項1に記載の発明は、母材に設けた
穿孔内に接着剤を用いてアンカーボルトを固定する方法
であって、前記穿孔内に液体を注入して、注入液体で穿
孔内壁の付着物を沈殿させた後、前記穿孔内に接着剤を
注入して前記液体を接着剤に入れ替えるとともに、アン
カーボルトを挿入し、前記接着剤の硬化によりアンカー
ボルトを穿孔内に固定するようにした。さらに、請求項
2に記載の発明は、請求項1に記載の発明において、接
着剤の注入を、接着剤を封入したカプセルを液体注入後
の穿孔内に沈め、その後にカプセルを破壊しつつアンカ
ーボルトを挿入して行なうようにした。また、請求項3
に記載の発明は、請求項1又は2に記載の発明で、注入
液体として水を使用し、接着剤として水中硬化性樹脂を
使用するようにした。
According to one aspect of the present invention, there is provided a method of fixing an anchor bolt in a hole formed in a base material using an adhesive. Then, after injecting a liquid into the perforation and depositing the deposit on the inner wall of the perforation with the injected liquid, an adhesive is injected into the perforation to replace the liquid with the adhesive, and an anchor bolt is inserted. The anchor bolt is fixed in the hole by curing the adhesive. Further, according to a second aspect of the present invention, in the first aspect of the present invention, the injection of the adhesive is performed by submerging the capsule enclosing the adhesive into a perforated hole after the liquid is injected, and then breaking the capsule while breaking the capsule. This was done by inserting bolts. Claim 3
The invention described in (1) is the invention according to claim 1 or 2, wherein water is used as the injection liquid and a water-curable resin is used as the adhesive.

【0005】上記構成では、穿孔内に液体を注入するこ
とにより穿孔内壁の付着物を沈殿させる。液体には、そ
の後に注入する接着剤との兼ね合い(例えば、接着剤の
硬化を妨げないもの等の条件)があるが、基本的には付
着物の自然沈降が図れるものであればよい。例えば、接
着剤として水中硬化性樹脂を使用すれば。注入液体とし
て水を使用することができる。また、穿孔内への液体の
注入作業は、個人差が出るほどの作業ではなく、誰でも
同程度に穿孔内壁付着物の除去清掃が行なえる。エアー
等で母材穿孔時の付着物を吹き飛ばす方法に比べて、液
体を注入した方が、付着物が穿孔内壁から自然に剥がれ
て沈殿するためより的確な清掃ができる。
[0005] In the above configuration, the liquid is injected into the perforation to precipitate the deposit on the inner wall of the perforation. The liquid has a balance with the adhesive to be injected thereafter (for example, conditions that do not hinder the curing of the adhesive), but basically, any liquid that can spontaneously settle the attached matter can be used. For example, if a curable resin in water is used as the adhesive. Water can be used as the infusion liquid. In addition, the work of injecting the liquid into the perforation is not a work in which there is a difference between individuals, and anybody can remove and clean the adhering matter on the inner wall of the perforation. Injecting the liquid, compared to a method of blowing off the deposits at the time of drilling the base material with air or the like, allows more accurate cleaning because the deposits are naturally peeled off from the inner wall of the drilling holes and settled.

【0006】従って、複数の人間が作業に携わっても、
ケミカルアンカーボルトの接着剤の硬化性阻害要因とな
るコンクリート粉等の母材穿孔内壁付着物を、効率的に
且つ的確に清掃できる。さらに、付着物の沈殿後に、接
着剤を注入して液体と入れ替えるとともに、アンカーボ
ルトを挿入するので、従来とは異なり、付着物に阻害さ
れることなく穿孔内に満たした接着剤の硬化によりバラ
ツキのないアンカーボルトの固定ができる。特に、接着
剤をカプセルに内封して、液体注入後の穿孔内に沈潜さ
せるようにすれば、そのカプセルの沈潜により穿孔内の
殆どの液体は排出されてしまう。その後に、カプセルを
破壊しつつアンカーボルトを挿入すれば、接着剤が穿孔
内に満ちるとともに硬化してアンカーボルトの固定がで
きる。
Therefore, even if a plurality of people are involved in the work,
It is possible to efficiently and accurately clean the adherence to the inner wall of the base material perforation, such as concrete powder, which is a factor inhibiting the curability of the adhesive of the chemical anchor bolt. Furthermore, after the deposit is deposited, the adhesive is injected and replaced with the liquid, and the anchor bolt is inserted. The anchor bolt can be fixed without any. In particular, if the adhesive is encapsulated in a capsule and submerged in the perforation after liquid injection, most of the liquid in the perforation will be discharged due to the submersion of the capsule. After that, if the anchor bolt is inserted while breaking the capsule, the adhesive fills the perforation and hardens, so that the anchor bolt can be fixed.

【0007】接着剤には、例えば、2液混合型で代表さ
れる反応型接着剤があるが、一方の液を付着物の沈殿を
兼ねた注入液体として使用し、他方をカプセル等にいれ
た注入用接着剤として使用することもできる。或は、接
着剤に1液型接着剤を使用して、それと反応しないか、
或は助剤的効果を有する液体を注入液体として使用する
こともできる。また、接着剤と注入液体とが互いに混和
反応しないタイプで、且つ注入液体より接着剤の方があ
る程度比重が大きいという条件を満たすように、注入液
体と接着剤との組み合わせを選択すれば、カプセル等を
使用せず、直接ノズル先端から穿孔内へ接着剤を注入さ
せることも基本的には可能である。
As the adhesive, there is, for example, a reactive adhesive represented by a two-liquid mixture type. One of the liquids is used as an injection liquid which also serves as sedimentation of deposits, and the other is put in a capsule or the like. It can also be used as an injection adhesive. Or use a one-part adhesive for the adhesive and do not react with it,
Alternatively, a liquid having an auxiliary effect can be used as the injection liquid. In addition, if the combination of the injection liquid and the adhesive is selected so as to satisfy the condition that the adhesive and the injection liquid do not mix and react with each other and that the adhesive has a certain specific gravity higher than the injection liquid, the capsule Basically, it is also possible to directly inject the adhesive into the perforation from the tip of the nozzle without using such a method.

【0008】[0008]

【発明の実施の形態】本発明のアンカーボルトの固定方
法について、以下図によりその実施形態を説明する。本
実施形態では、穿孔10内に注入する液体20として水
を使用し、接着剤30として水中硬化性樹脂を使用した
場合について先ず説明する。水中硬化性樹脂は、従来の
ケミカルアンカーボルトで使用されているようなガラス
製のカプセル40に内封して使用した。水中硬化性樹脂
として、本実施形態では、コニシ株式会社製のボンドE
2800を使用した。本材は、2液性であるため、カプ
セル内には2液が混合しないように別々に内封されてい
る。かかる構成の水中硬化性樹脂を用いてアンカーボル
トを以下の手順で固定する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for fixing an anchor bolt according to the present invention will be described below with reference to the drawings. In the present embodiment, a case where water is used as the liquid 20 to be injected into the perforation 10 and a water-curable resin is used as the adhesive 30 will be described first. The underwater curable resin was used by being enclosed in a glass capsule 40 as used in a conventional chemical anchor bolt. In this embodiment, a bond E manufactured by Konishi Co., Ltd. is used as the underwater curable resin.
2800 was used. Since this material is two-pack, it is separately sealed in the capsule so that the two packs do not mix. The anchor bolt is fixed by the following procedure using the underwater curable resin having such a configuration.

【0009】先ず、図1(a)に示すように、母材(例
えば、本実施形態ではコンクリートを母材とする)に、
適宜手段で穿孔する。穿孔10内に、図1(b)に示す
ように、注入液体20として水をほぼ満水になるまで注
入し、穿孔時に発生した穿孔内壁付着物(例えば、コン
クリート粉)50を沈殿させる。注水の場合には、ホー
ス先端から水道水をそのまま注水すればよいが、より好
ましくはシャワー状に勢い良く噴射させて、穿孔内壁を
洗い落とすようにすれば効果的である。コンクリート粉
等の付着物50が沈殿した後、図1(c)に示すよう
に、ガラス製のカプセル40を穿孔10内へ入れて沈潜
させる。カプセル40の沈潜により、穿孔10内の液体
20の殆どを穿孔外へ溢れさせて、液体20と接着剤3
0との入れ替えを行なう。
First, as shown in FIG. 1A, a base material (for example, in this embodiment, concrete is used as a base material)
Perforate by appropriate means. As shown in FIG. 1 (b), water is injected into the perforation 10 as the injection liquid 20 until it is almost full, and the perforated inner wall deposits (for example, concrete powder) 50 generated during the perforation are settled. In the case of water injection, tap water may be injected as it is from the end of the hose, but more preferably, it is effective if the inner wall of the perforation is washed off by vigorously spraying it like a shower. After the deposits 50 such as concrete powder have settled, a glass capsule 40 is put into the perforations 10 and submerged as shown in FIG. Due to the sinking of the capsule 40, most of the liquid 20 in the perforation 10 overflows outside the perforation, and the liquid 20 and the adhesive 3
Replace with 0.

【0010】本実施形態では、接着剤30はカプセル4
0内に封入して使用しているので、この段階では、接着
剤30は未だカプセル40内に入った状態で液体20と
入れ替えられている。沈潜させるカプセル40の大きさ
を、穿孔10の内径より少し小さい口径で、且つ穿孔1
0の深さ程度のカプセル長に設定して、カプセル40の
容積を穿孔内容積とほぼ同様にすれば、より効果的に接
着剤と30と液体20とを入れ替えられる。その後、沈
潜させたカプセル40の上端に、図1(c)に示すよう
に、アンカーボルト60の先端を当てて回転させながら
挿入する。挿入に際しては、アンカーボルト60は、ガ
ラス製のカプセル40を壊しつつ、且つカプセル40内
の2液を混合させるために、本実施形態では、ドリルの
先端にアンカーボルト60を装着してねじ込むようにし
て打ち込んだ。
In the present embodiment, the adhesive 30 is used for the capsule 4
At this stage, the adhesive 30 has been replaced with the liquid 20 while still being contained in the capsule 40 because it is used enclosed in the inside of the capsule 40. The size of the capsule 40 to be submerged is slightly smaller than the inner diameter of the perforation 10 and the perforation 1
If the capsule length is set to a depth of about 0 and the volume of the capsule 40 is made substantially the same as the internal volume of the perforation, the adhesive, the 30 and the liquid 20 can be exchanged more effectively. Thereafter, as shown in FIG. 1 (c), the capsule 40 is inserted into the submerged capsule 40 while rotating with the tip of the anchor bolt 60 as shown in FIG. At the time of insertion, in order to break the glass capsule 40 and mix the two liquids in the capsule 40, the anchor bolt 60 is attached to the tip of the drill and screwed in the present embodiment. I hit it.

【0011】本実施形態では、接着剤30に、水中硬化
性に優れたエポキシ樹脂系のボンドE2800が使用さ
れている。ボンドE2800は水中でも硬化するため、
付着物50の沈殿清掃用の注入液体20として本実施形
態のように水を使用することができる。水を注入液体2
0として使用するので、他の溶剤等を注入液体20とし
て使用する場合に比べて手軽に実施できる。完全に水と
接着剤30とが入れ替わらなくても、十分に接着剤30
は硬化する。図1(d)に示すように、接着剤30(本
実施形態では、水中硬化性樹脂)の硬化により、打ち込
んだアンカーボルト60は固定される。
In this embodiment, an epoxy resin bond E2800 having excellent curability in water is used as the adhesive 30. Because Bond E2800 cures in water,
Water can be used as the injection liquid 20 for settling and cleaning of the deposit 50 as in the present embodiment. Inject liquid 2
Since it is used as 0, it can be easily implemented as compared with the case where another solvent or the like is used as the injection liquid 20. Even if the water and the adhesive 30 are not completely replaced, the adhesive 30
Cures. As shown in FIG. 1D, the driven anchor bolt 60 is fixed by the curing of the adhesive 30 (in the present embodiment, a water-curable resin).

【0012】上記実施形態では、接着剤30としての水
中硬化性樹脂を内封したカプセル40を穿孔10内に沈
潜させることにより、穿孔10内への接着剤30の注入
を行なったが、水とは混和反応しないタイプで、十分に
水より比重差が大きい場合には、かかるタイプの水中硬
化性樹脂を沈殿させた付着物50を舞い上がらせないよ
うにしながらノズル先端から直接穿孔10内に注入し
て、水と接着剤30である水中硬化性樹脂とを置き換え
ても構わない。因みに、本実施形態で使用したボンドE
2800は、比重が1に近いためこの方法には適してい
ない。また、本実施形態では、ボンドE2800を使用
したが、水中硬化性に優れて且つ必要な強度等が得られ
るものであれば、それ以外のものでも構わない。
In the embodiment described above, the adhesive 30 is injected into the perforation 10 by submerging the capsule 40 containing the underwater curable resin as the adhesive 30 into the perforation 10. Is a type that does not cause a miscible reaction, and when the specific gravity difference is sufficiently larger than that of water, the adhering substance 50 in which the underwater curable resin is precipitated is injected into the perforation 10 directly from the nozzle tip while preventing the attached substance 50 from rising. Then, the water and the underwater curable resin as the adhesive 30 may be replaced. Incidentally, the bond E used in this embodiment was used.
2800 is not suitable for this method because its specific gravity is close to 1. Further, in the present embodiment, the bond E2800 is used, but any other material may be used as long as it has excellent curability in water and obtains necessary strength and the like.

【0013】上記実施形態では、水を注入液体として使
用した場合について説明したが、水以外の液体を使用し
ても構わない。例えば、助剤と主剤とから構成される2
液混合性の硬化性樹脂の場合には、助剤又は主剤の一方
を注入液体として穿孔10内に入れておき、他方を接着
剤30としてカプセル40に入れる等して注入しても構
わない。この場合には、アンカーボルト60の挿入によ
り、注入液体20とカプセル40内の液体とが混合して
硬化するため、カプセル40内の液体に見合った混合量
の注入液体20が穿孔10内に残存できるように、入れ
替え量を想定してカプセル40の大きさを調節すればよ
い。
In the above embodiment, the case where water is used as the injection liquid has been described, but a liquid other than water may be used. For example, 2 composed of an auxiliary agent and a main agent
In the case of a liquid-mixable curable resin, one of the auxiliary agent and the main agent may be injected into the perforation 10 as an injection liquid, and the other may be injected as an adhesive 30 into the capsule 40. In this case, since the injection liquid 20 and the liquid in the capsule 40 are mixed and hardened by the insertion of the anchor bolt 60, the mixing liquid corresponding to the liquid in the capsule 40 remains in the perforation 10. The size of the capsule 40 may be adjusted by assuming the replacement amount so that the replacement can be performed.

【0014】また、母材の材質等を考慮して、水以外に
も安価で穿孔内壁の洗浄硬化のある非水溶液等を使用し
ても構わない。さらに、前記実施形態で、水の代わり
に、接着剤の硬化性阻害要因とならないような洗剤や、
或は凝集剤等を適宜混ぜた水溶液を使用して、付着物の
内壁からの剥離や沈降速度を早めたりして、穿孔内壁を
より効果的に清掃して、接着剤の硬化性が十分に発揮で
きるようにしてもよい。
In consideration of the material of the base material and the like, a non-aqueous solution or the like, which is inexpensive and has a hardened inner wall for perforation, may be used in addition to water. Further, in the above embodiment, instead of water, a detergent that does not become a curable inhibitor of the adhesive,
Alternatively, by using an aqueous solution appropriately mixed with a flocculant, etc., the perforated material is more effectively cleaned by cleaning the inner wall of the perforation by peeling off the sediment from the inner wall and increasing the sedimentation speed, and sufficiently hardening the adhesive. You may be able to demonstrate.

【0015】[0015]

【発明の効果】本発明の構成により、従来のケミカルア
ンカーの固定強度のバラツキ原因となっていた穿孔内の
コンクリート粉等の付着物の清掃を、液体注入という簡
単な作業で誰でもが的確に行なうことができる。そのた
め、従来のケミカルアンカーボルトの工程を大幅に代え
ることなく簡単な作業工程(液体の注入と、注入液体の
入れ替え)を追加しただけで、ケミカルアンカーボルト
固定の難点であった作業ムラに基づく固定強度のバラツ
キを解消することができる。特に、注入液体に水を、接
着剤に水中硬化性樹脂を選定して組み合わせて使用すれ
ば、手軽に本発明の実施ができる。また、本発明の構成
は、注入液体として水以外にも、例え接着剤の構成液体
であっても、付着物を沈殿させることができれば使用で
きるため、アンカーボルトの固定母材に合わせた注入液
体、或は接着剤の組み合わせを選択することにより、種
々の現場に対応できる。
According to the structure of the present invention, anyone can accurately clean the adhering matter such as the concrete powder in the perforation, which has caused the variation in the fixing strength of the conventional chemical anchor, by a simple operation of liquid injection. Can do it. Therefore, simply adding a simple work process (liquid injection and replacement of the injected liquid) without drastically changing the process of the conventional chemical anchor bolt, and fixing based on work unevenness that was a difficult point of fixing the chemical anchor bolt Variations in strength can be eliminated. In particular, if water is used as the injection liquid and a water-curable resin is used in combination as the adhesive, the present invention can be easily implemented. In addition, in addition to water as the liquid to be injected, the liquid of the present invention can be used as long as it can precipitate the attached matter, so that the liquid to be injected can be used according to the anchor bolt fixing base material. Or, by selecting a combination of adhesives, it is possible to respond to various sites.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係るアンカーボルトの固定方法の各作
業手順を示す断面図(a)、(b)、(c)、(d)。
FIGS. 1A, 1B, 1C, and 1D are cross-sectional views showing each operation procedure of a method for fixing an anchor bolt according to the present invention.

【符号の説明】[Explanation of symbols]

10 穿孔 20 液体 30 接着
剤 40 カプセル 50 付着物 60 アン
カーボルト
DESCRIPTION OF SYMBOLS 10 Perforation 20 Liquid 30 Adhesive 40 Capsule 50 Adhered matter 60 Anchor bolt

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 母材に設けた穿孔内に接着剤を用いてア
ンカーボルトを固定する方法であって、前記穿孔内に液
体を注入して、注入液体で穿孔内壁の付着物を沈澱させ
た後、前記穿孔内に接着剤を注入して前記液体を接着剤
に入れ替えるとともに、アンカーボルトを挿入し、前記
接着剤の硬化によりアンカーボルトを穿孔内に固定する
ことを特徴とするアンカーボルトの固定方法。
1. A method of fixing an anchor bolt in a perforation provided in a base material using an adhesive, wherein a liquid is injected into the perforation, and deposits on an inner wall of the perforation are settled by the injected liquid. After that, an adhesive is injected into the perforation to replace the liquid with the adhesive, an anchor bolt is inserted, and the anchor bolt is fixed in the perforation by curing the adhesive. Method.
【請求項2】 接着剤の注入は、接着剤を封入したカプ
セルを液体注入後の穿孔内に沈め、その後にカプセルを
破壊しつつアンカーボルトを挿入して行なうことを特徴
とする請求項1に記載のアンカーボルトの固定方法。
2. The method according to claim 1, wherein the step of injecting the adhesive is performed by submerging the capsule in which the adhesive is sealed into a perforated hole after injecting the liquid, and then inserting an anchor bolt while breaking the capsule. The anchor bolt fixing method described in the above.
【請求項3】 注入液体として水を使用し、接着剤とし
て水中硬化性樹脂を使用したことを特徴とする請求項1
又は2に記載のアンカーボルトの固定方法。
3. The method according to claim 1, wherein water is used as the injection liquid, and a water-curable resin is used as the adhesive.
Or the fixing method of the anchor bolt of 2.
JP17843696A 1996-06-19 1996-06-19 Fixing method of anchor bolt Pending JPH109239A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17843696A JPH109239A (en) 1996-06-19 1996-06-19 Fixing method of anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17843696A JPH109239A (en) 1996-06-19 1996-06-19 Fixing method of anchor bolt

Publications (1)

Publication Number Publication Date
JPH109239A true JPH109239A (en) 1998-01-13

Family

ID=16048492

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17843696A Pending JPH109239A (en) 1996-06-19 1996-06-19 Fixing method of anchor bolt

Country Status (1)

Country Link
JP (1) JPH109239A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009281134A (en) * 2008-05-21 2009-12-03 Hilti Ag Setting method for anchoring fastening element
CN105402560A (en) * 2015-12-02 2016-03-16 上海君屹工业自动化股份有限公司 Base leveling mechanism and application method thereof
KR102191974B1 (en) * 2019-11-13 2020-12-16 주식회사 코어이노베이션 Dowel tie anchor bar
JP2021152330A (en) * 2016-09-27 2021-09-30 株式会社水道技術開発機構 Short pipe attachment method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009281134A (en) * 2008-05-21 2009-12-03 Hilti Ag Setting method for anchoring fastening element
CN105402560A (en) * 2015-12-02 2016-03-16 上海君屹工业自动化股份有限公司 Base leveling mechanism and application method thereof
JP2021152330A (en) * 2016-09-27 2021-09-30 株式会社水道技術開発機構 Short pipe attachment method
KR102191974B1 (en) * 2019-11-13 2020-12-16 주식회사 코어이노베이션 Dowel tie anchor bar

Similar Documents

Publication Publication Date Title
DE60210622D1 (en) EDUCATION OF SMALL KRSITALLE
JPH109239A (en) Fixing method of anchor bolt
JPH01116111A (en) Method of fixing anchor bolt and adhesive used for said method
MX9704006A (en) A microwave energy generation device used to facilitate removal of concrete from a metal container.
BR9714913A (en) Cleaning process of an oil storage tank and device for implementing said process
JP2516873B2 (en) How to improve soft ground
SU1060759A1 (en) Soil anchor setting method
JP2005036579A (en) Repair method of existing mortar spraying construction part
JPS62276129A (en) Water-stop work for underground concrete structure
ATE435059T1 (en) METHOD FOR CRYSTALIZATION USING HYDRODYNAMIC CAVITATION
JPS5837300A (en) Method of burying and fixing stopping and fitting tool to base rock, etc.
RU96114749A (en) METHOD FOR STRENGTHENING ROCKS
JPH0336965B2 (en)
RU2000131334A (en) WELL FIXING METHOD
ATE368242T1 (en) LITHOGRAPHIC PROCESS FOR PRODUCING MICRO COMPONENTS
JP2006183319A (en) Prefabricated pile construction method
JPH071438A (en) Mixture of steel fiber and liquid for concretion and production of mixture and product of mixture in earth
JP2003013444A (en) Ground anchoring method
RU2138645C1 (en) Method for fixing of polymeric rod anchors
SU1737129A1 (en) Chuck for holding anchor
SU1262051A1 (en) Method of consolidating rocks
JPH0420694A (en) Slime elimination in boring hole and washing device for hole wall
JPS6016662A (en) Pore removal in concrete construction
ES2012778B3 (en) INJECTION CARTRIDGE FILLED WITH AT LEAST TWO COMPONENTS SEPARATE ONE FROM THE OTHER OF A HARDENING BINDING MEDIUM
JPS6117672A (en) Exposure construction method of crack opening part by cut hole for injecting injection agent in crack of concrete