JPH0560020B2 - - Google Patents
Info
- Publication number
- JPH0560020B2 JPH0560020B2 JP6043586A JP6043586A JPH0560020B2 JP H0560020 B2 JPH0560020 B2 JP H0560020B2 JP 6043586 A JP6043586 A JP 6043586A JP 6043586 A JP6043586 A JP 6043586A JP H0560020 B2 JPH0560020 B2 JP H0560020B2
- Authority
- JP
- Japan
- Prior art keywords
- dust
- drilling
- suction chamber
- drill
- 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.)
- Expired - Lifetime
Links
- 239000000428 dust Substances 0.000 claims description 60
- 238000005553 drilling Methods 0.000 claims description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 238000002347 injection Methods 0.000 claims description 18
- 239000007924 injection Substances 0.000 claims description 18
- 238000010276 construction Methods 0.000 claims description 9
- 230000008439 repair process Effects 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 239000000126 substance Substances 0.000 claims description 7
- 238000000605 extraction Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- 239000010802 sludge Substances 0.000 claims description 2
- 239000003814 drug Substances 0.000 description 7
- 229940079593 drug Drugs 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 239000000853 adhesive Substances 0.000 description 6
- 230000001070 adhesive effect Effects 0.000 description 5
- 238000005192 partition Methods 0.000 description 4
- 230000007717 exclusion Effects 0.000 description 3
- 238000007667 floating Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- 230000003213 activating effect Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Description
【発明の詳細な説明】
産業上の利用分野：
本発明はコンクリート構造物における躯体表面
に施された外装モルタル、外装タイル部が、躯体
コンクリート面から剥離して、両者間に発生した
クラツクへの補強のための薬液注入作業に関し、
薬液注入穴を穿孔する作業が合理的に実施できる
工法に関する。[Detailed Description of the Invention] Industrial Field of Application: The present invention is designed to prevent cracks that occur between the exterior mortar and exterior tiles applied to the surface of the concrete structure of a concrete structure when they peel off from the concrete surface of the framework. Regarding chemical injection work for reinforcement,
This invention relates to a construction method that can rationally perform the work of drilling a chemical injection hole.
従来技術：
周知のように、コンクリート構造物において
は、建設後数年乃至それ以上の期間を過ぎると、
壁面などにクラツクが発生し、浸水する現象が生
じる。殊にビルなどの建物外壁面の仕上げモルタ
ルや外装タイルなどが剥離して、危険な状態を呈
することもしばしば見受けられるようになる。Prior Art: As is well known, concrete structures deteriorate after several years or more after construction.
Cracks occur on walls, etc., causing water to flood. In particular, finishing mortar and exterior tiles on the exterior walls of buildings and other buildings often peel off, creating a dangerous situation.
このような状態では危険であるから、剥離して
新しく外装を行うほか、部分的な補修としてクラ
ツク部分や剥離部にグラウトを注入して空隙を埋
めると同時に遊離部を接着するような手段が採用
されている。このグラウト注入工法としては既に
種々の方法が提案されている。たとえば先願発明
である特開昭60−261868号で示すように、所要個
所に薬液注入器を装着するアンカー穴を穿設し、
この部分にアンカー栓を埋設して、注入器を取付
け、自動的にクラツクや剥離空隙に薬液を圧入す
るようにして、合理的に補強できる工法が採用さ
れている。 Since this condition is dangerous, in addition to peeling it off and putting on a new exterior, we have also adopted methods for partial repairs such as injecting grout into the cracked and peeled areas to fill in the gaps and at the same time bonding the loose parts. has been done. Various methods have already been proposed as this grout injection method. For example, as shown in Japanese Patent Application Laid-Open No. 60-261868, which is a prior invention, anchor holes are drilled at required locations to attach a drug injector,
A construction method has been adopted that allows rational reinforcement by burying an anchor plug in this area and attaching a syringe to automatically pressurize the chemical solution into the crack or peeling gap.
ところが薬液注入器を壁面（この壁面とは建造
物の外側面、内側面のみならず、天井面なども含
めて総称する）に取付けるためのアンカー穴を穿
けるのに、従来は直接壁面にコンクリート穿孔用
ドリルを用いて穿孔しているので、この際周囲に
切粉が飛散し、作業者はもちろん、作業場所が粉
塵を忌避するところでは不都合であつた。また、
穿孔時注水して作業性を高めようとすると、粉塵
以外に汚水も飛散して周囲を汚損することになる
から、屋内外を問わず汚れが困る場所ではその使
用に細心の注意を払わねばならず、不合理であ
る。 However, although it is possible to drill an anchor hole to attach a chemical injector to a wall surface (the term "wall surface" includes not only the outside and inside surfaces of a building but also the ceiling surface), conventionally it was possible to drill an anchor hole directly into the wall surface using concrete. Since the holes are drilled using a drilling drill, chips are scattered around, which is inconvenient not only for the worker but also for the work area where dust is to be avoided. Also,
If you try to improve work efficiency by injecting water during drilling, not only dust but also sewage will scatter and pollute the surrounding area, so you must be very careful when using it in places where dirt is a problem, whether indoors or outdoors. It's unreasonable.
発明の目的：
本発明は、このような問題点を解決して、作業
現場の状況に係りなく、穿孔時の切削屑や汚染戻
り水などを外部に飛散させることなくすべて回収
して、安全かつ清浄な状態で穿孔作業を能率よく
行える工法を提供することにある。Purpose of the invention: The present invention solves these problems and safely and safely collects all cuttings from drilling and contaminated return water without scattering them outside, regardless of the situation at the work site. An object of the present invention is to provide a construction method that allows drilling work to be performed efficiently in a clean state.
発明の構成：
本発明にては、このような目的を達成するため
に、穿孔部の周囲を取り囲んでシールすることが
できる吸塵室と、この吸塵室を負圧にすると共に
排塵するよう吸引ポンプと接続した排塵室とを、
小型にまとめて端面シール機構を有する携帯集塵
具を用い、この集塵具を穿孔目的壁面に吸着保持
させ、吸塵室内に軸芯から注水できるようにした
ドリルを用いて注水しつつアンカー穴等を穿孔
し、穿孔時発生するコンクリート切粉や汚泥水を
吸引排除して閉鎖状態で穿孔作業ができるように
したのである。Structure of the invention: In order to achieve such an object, the present invention includes a dust suction chamber that can surround and seal the perforation, and a suction device that applies negative pressure to the dust suction chamber and removes dust. The dust removal chamber connected to the pump,
Using a small portable dust collector with an end-face sealing mechanism, this dust collector is held by adsorption on the wall surface for drilling, and a drill is used to inject water into the dust suction chamber from the shaft center while anchor holes etc. The concrete chips and sludge generated during drilling were removed by suction, allowing drilling to be carried out in a closed state.
この穿孔時使用する集塵具にあつては、ドリル
の挿入部は外部から空気が流入するに適した程度
のドリル挿入孔を表面に有し、比較的小さい吸塵
室にして、全体を囲う吸引排除ボツクスの内部に
設けられ、隔壁に複数の吸引孔を備え、ボツクス
内の排塵室は導管により真空ポンプに接続して使
用する。 The dust collector used for this drilling has a drill insertion hole on the surface that is suitable for air to flow in from the outside, creating a relatively small dust collection chamber, and creating a suction chamber that surrounds the whole area. It is provided inside the exclusion box, and has a plurality of suction holes in the partition wall, and the dust removal chamber inside the box is used by being connected to a vacuum pump via a conduit.
また、穿孔用のドリルは、電動機もしくはエア
モータの出力軸に給水ユニツトを介して中心穿孔
形のコンクリートドリルを取り付け、給水ユニツ
トから錐先に圧力水を供給しつつ穿孔し、穿孔作
業を促進できるようにする。 In addition, for drilling drills, a central drilling type concrete drill is attached to the output shaft of an electric motor or air motor via a water supply unit, and the water supply unit supplies pressurized water to the tip while drilling, facilitating the drilling work. Make it.
作 用：
本発明工法によれば、コンクリート建造物の壁
面における外装の浮き上りやクラツクの発生に対
する補修作業に際し、所要個所に接着剤の注入を
行う準備として、穿孔するのに、先ず穿孔目的位
置にドリルが当接できるよう、集塵具の吸塵室を
位置させて吸引排除ボツクスを壁面に当てがえ
ば、予め真空ポンプ（吸引ポンプ）につながれて
作動状態にしておくことで、該吸引排除ボツクス
が壁面に吸着状態で固着する。そこでドリルを駆
動して挿入孔から壁面穿孔位置に当て給水しつつ
穿孔すれば、切粉や注水した水は吸塵室から排塵
室を通り、導管によつてセパレーターに速やかに
導かれ、集塵具で囲われた部分にて発生する塵な
どが外部に漏れ出すことなく処理される。特にア
ンカー効果を高めるために、壁外装浮き上り部に
生じた空間部を越えて躯体に穿孔される際、壁内
空間に残るコンクリート切屑や穿孔汚染水もすべ
て吸引排除され、外部にこぼれることなく、また
空隙部を詰めたりすることもなく清浄に穿孔で
き、接着剤の注入処理工法を有効に施行させ得
る。吸引排除ボツクスはその内部の吸気力を除く
と、簡単に壁面から外せて、次の位置に移設でき
る。Function: According to the construction method of the present invention, when drilling a hole in preparation for injecting adhesive at the required location during repair work for lifting of the exterior or cracking on the wall surface of a concrete building, the target location of the hole is first determined. If you position the dust suction chamber of the dust collector and place the suction/exclusion box against the wall so that the drill can come into contact with it, the suction/exclusion box can be removed by connecting it to a vacuum pump (suction pump) and activating it in advance. is adsorbed to the wall. Therefore, if the drill is driven and drilled while supplying water from the insertion hole to the wall drilling position, the chips and the injected water will pass from the dust suction chamber to the dust exhaust chamber, be quickly guided to the separator by the conduit, and collect the dust. Dust generated in the area surrounded by the tool is disposed of without leaking to the outside. In particular, in order to enhance the anchoring effect, when a hole is drilled into the frame beyond the space created in the raised part of the wall exterior, all concrete chips and drilling contaminated water remaining in the wall space are sucked out, preventing spillage to the outside. Moreover, the holes can be drilled cleanly without filling the voids, and the adhesive injection treatment method can be carried out effectively. Once the suction force inside the box is removed, it can be easily removed from the wall and moved to the next location.
実施例：
以下本発明工法を一実施例について図面により
詳述すれば、次の通りである。Example: Hereinafter, one example of the construction method of the present invention will be described in detail with reference to the drawings.
第１図に示すのは、本発明工法で使用する携帯
集塵具１の具体例である。２は本体であつて、合
成樹脂で形成した偏平な円筒形の片面開放型ボツ
クスである。３は吸塵室であつて、本体２内にて
円筒形の隔壁４を偏心して取付けた内部に形成さ
れている。この吸塵室３と本体２内部に形成した
排塵室５とは、該吸塵室３を囲う隔壁４に多数穿
設してある通孔６により連通するようになつてい
る。排塵室５には吸引ポンプに接続する導管１５
の取付け管７が付されている。これら吸塵室３及
び排塵室５を遮断するために、開放端縁にはそれ
ぞれ独立してシールリング８，８′が固着してあ
る。特に本体２の端縁２′に取付けたシールリン
グ８は外周縁８″を薄肉にして壁面に対して密接
性が高くなるように形成してある。 What is shown in FIG. 1 is a specific example of a portable dust collector 1 used in the construction method of the present invention. Reference numeral 2 denotes the main body, which is a flat cylindrical one-side open type box made of synthetic resin. Reference numeral 3 denotes a dust suction chamber, which is formed inside the main body 2 with a cylindrical partition wall 4 eccentrically attached thereto. This dust suction chamber 3 and a dust exhaust chamber 5 formed inside the main body 2 communicate with each other through a large number of through holes 6 formed in a partition wall 4 surrounding the dust suction chamber 3. The dust removal chamber 5 has a conduit 15 connected to a suction pump.
A mounting tube 7 is attached. In order to shut off the dust suction chamber 3 and the dust exhaust chamber 5, seal rings 8 and 8' are independently fixed to the open edges, respectively. In particular, the seal ring 8 attached to the end edge 2' of the main body 2 is formed so that the outer peripheral edge 8'' is thinned so as to be in close contact with the wall surface.
また、本体２の吸塵室３表側には、ドリル挿入
孔１０を設けてあり、この挿入孔１０は吸塵室３
の中心と同心になるようにしてゴム質のキヤツプ
９を嵌着して形成し、回転するドリルと接触して
も直ちに本体が破損しないように配慮してある。 Further, a drill insertion hole 10 is provided on the front side of the dust suction chamber 3 of the main body 2, and this insertion hole 10 is inserted into the dust suction chamber 3.
A rubber cap 9 is fitted so as to be concentric with the center of the body, so that the body will not be damaged immediately even if it comes into contact with a rotating drill.
このような構成の集塵具１を用い、たとえばコ
ンクリート建造物Ａの外装壁の浮き上りを補修す
るような場合、第３図に示す如く現場の状況によ
つて、浮き上り壁ａの空隙部Ｂに接着薬剤を注入
するときには、その浮き上りの範囲を設定して、
その最適とみられる位置に穿孔する。この準備手
段として予定位置に集塵具１の吸塵室３が臨むよ
うに当接する。この状態で吸引ポンプを作動させ
るようにすれば、排塵室５に作用する吸引力で負
圧になるので、本体２が壁面A′に密接する。そ
こで注水孔付きドリル２０に、給水ユニツト２１
を介して駆動モータ（図示省略）出力軸に取付
け、集塵具１のドリル挿入孔１０から目的壁面
A′にドリル２０を押付けて穿孔する。この際ド
リル２０に給水ユニツト２１接続のホース２２を
通じて適量の水をドリル先端から噴出させつつ穿
削すれば、この穿削により発生するコンクリート
切粉や切削汚水は、負圧状態にある排塵室５から
の吸引力で吸塵室３より各通孔６を経て吸引さ
れ、速やかに集塵具１内に引き込まれると同時
に、吸引ポンプＰへの導管１５中に設けておいた
分離器（図示省略）内で切屑や泥水が分離集収さ
れる。 For example, when using the dust collector 1 with such a configuration to repair a raised exterior wall of a concrete building A, depending on the site situation, as shown in FIG. When injecting the adhesive agent into B, set the range of its lifting,
Drill the hole in the position that is considered optimal. As a preparatory means, the dust collector 1 is brought into contact with the dust collector 1 so that the dust suction chamber 3 faces the predetermined position. If the suction pump is operated in this state, the suction force acting on the dust evacuation chamber 5 will create a negative pressure, so that the main body 2 will come into close contact with the wall surface A'. Therefore, the water supply unit 21 is installed in the drill 20 with a water injection hole.
is attached to the output shaft of a drive motor (not shown) through the drill insertion hole 10 of the dust collector 1 to the target wall surface.
Press the drill 20 onto A' to make a hole. At this time, if an appropriate amount of water is spouted from the tip of the drill through the hose 22 connected to the water supply unit 21 to the drill 20 while drilling, the concrete chips and cutting waste water generated by this drilling will be removed from the dust exhaust chamber under negative pressure. 5, the dust is sucked from the suction chamber 3 through each through hole 6, and is quickly drawn into the dust collector 1. At the same time, a separator (not shown) provided in the conduit 15 to the suction pump P ) where chips and muddy water are separated and collected.
このようにして集塵しつつ穿孔作業を行うこと
により、コンクリート壁に穿孔する際、如何なる
場所であつても、周囲に粉塵や水滴の飛散なく、
したがつて作業場や壁を汚すことなしに穿孔でき
る。更に躯体まで穿孔して浮き上り空隙部Ｂを穿
孔Ｃが跨ぐ状態となれば、当然切屑がこの空隙部
Ｂに侵入することになるも、このような切屑はす
べて吸引排除されて空隙部に残留しないで過剰な
穿孔を要せず、目的深さに穿削できる。 By performing drilling work while collecting dust in this way, no matter where you drill holes in concrete walls, there will be no scattering of dust or water droplets to the surrounding area.
Therefore, the holes can be drilled without contaminating the work area or walls. If the hole is further drilled to the frame and the hole C straddles the floating gap B, chips will naturally enter the gap B, but all such chips will be sucked out and remain in the gap. It is possible to drill to the desired depth without the need for excessive drilling.
なお、集塵具１は穿孔作業を終了して次の位置
に移動するときには、吸引ポンプとの導管中に予
め設けてあるコツク（またバルブ）を閉じて吸引
操作を停止することにより、シールリング８，
８′を介しての本体２内部の負圧による吸着力が
除かれて、簡単に取り外すことができる。 In addition, when the dust collector 1 finishes the drilling work and moves to the next position, the seal ring is removed by closing the cock (or valve) previously installed in the conduit with the suction pump and stopping the suction operation. 8,
The suction force due to the negative pressure inside the main body 2 via 8' is removed, and the main body 2 can be easily removed.
斯くの如くして目的補修個所に複数個の穴を穿
設したなれば、その状況に応じてアンカーピンを
穴に打込んで、これに自動加圧注入型の薬剤注入
器具３０を（たとえば特開昭61−4566号、実願昭
60−27713号で開示のもの）を取付けたり、或い
は穴に直接自動加圧注入型の薬剤注入器具先端部
をアンカーピースを付して圧入し、固定装着す
る。そして装着後、一斉に各薬剤注入器具３０の
ロツクを解いて、内蔵した接着剤を装填してある
コイルバネの復元力によつて順次孔から空隙部に
圧入する。すると、１本の注入器具には約60grの
接着剤か装填されており、注入器具取付け位置の
周囲に均等に吐出注入される。この際この薬剤注
入孔穿設部分の空隙には前記したように穿削時吸
塵されて切屑などはすべて排除されているから、
接着剤が空隙を全体に充填して確実な接着補強が
できる。 Once a plurality of holes have been drilled in the target repair area in this way, anchor pins are driven into the holes depending on the situation, and an automatic pressure injection type drug injection device 30 (for example, a special Kaisho 61-4566, Jitsuganaki
60-27713), or press the tip of an automatic pressurized injection type drug injection device with an anchor piece directly into the hole and fix it. After mounting, each drug injection device 30 is unlocked at the same time, and the drug injection devices 30 are sequentially press-fitted into the cavity through the hole by the restoring force of the coil spring loaded with the built-in adhesive. Then, each injection device is loaded with about 60 gr of adhesive, which is evenly injected around the installation position of the injection device. At this time, as mentioned above, dust is sucked into the gap in the area where the drug injection hole is drilled, and all chips are removed.
The adhesive fills the entire gap, ensuring reliable bond reinforcement.
発明の効果：
本発明工法によれば、穿削するドリルの周囲
を、壁面に吸着使用できる簡単な構造の集塵具を
用いて囲い、穿削屑をすべてこの集塵具により集
収し、外部に漏出することなく一挙に処理できる
ので、清掃の手間もはぶけ、注入水を併用して穿
削を促進させることも容易になる。更に浮き壁な
どに穿孔して薬剤注入補修をするにも、浮き上り
による空隙部内に切屑が侵入することなく、穿孔
時に切屑を取除いて、以後の薬剤注入を容易にし
て確実な補修ができる。上述したように外部に粉
塵や汚水を漏らさないから、既設建物の内外いず
れにおいても自由に補修ができるなど、従来非常
に不便で、不具合であつた作業が能率よく合理的
に実施でき、補修工事が経済的にかつ簡便に行え
るようになつた。Effects of the invention: According to the construction method of the present invention, the area around the drill that is being drilled is surrounded using a dust collector with a simple structure that can be used by adsorption to the wall surface, and all the drilling debris is collected by this dust collector and removed from the outside. Since the process can be done all at once without leaking, the effort of cleaning can be saved, and it is also easy to use injected water to accelerate drilling. Furthermore, even when drilling a hole in a floating wall or the like to perform chemical injection repair, chips will not enter the void caused by floating, and the chips can be removed during drilling to facilitate subsequent chemical injections and ensure reliable repair. . As mentioned above, since it does not leak dust or sewage to the outside, repairs can be carried out freely both inside and outside the existing building, making it possible to carry out work that was previously extremely inconvenient and defective efficiently and rationally, making repair work easier. can now be done economically and easily.
図面は本発明工法の一実施例を示し、第１図は
工法で採用する携帯型の集塵具を作業面に取付け
た状態の詳細図、第２図は集塵具を用いての穿削
態様概要図、第３図は薬剤の注入態様を示す図で
ある。
１……携帯集塵具、２……集塵具の本体、３…
…吸塵室、４……隔壁、５……排塵室、８，８′
……シールリング、１０……ドリル挿入孔、２０
……ドリル、２１……給水ユニツト、Ａ……コン
クリート建造物、A′……壁面、ａ……浮き上り
壁、Ｂ……空隙部、Ｃ……穿孔。
The drawings show one embodiment of the method of the present invention. Figure 1 is a detailed view of the portable dust collector used in the method attached to the work surface, and Figure 2 shows drilling using the dust collector. FIG. 3 is a diagram illustrating a drug injection mode. 1... Portable dust collector, 2... Main body of the dust collector, 3...
...Dust suction chamber, 4...Partition wall, 5...Dust extraction chamber, 8, 8'
... Seal ring, 10 ... Drill insertion hole, 20
... Drill, 21 ... Water supply unit, A ... Concrete building, A' ... Wall surface, a ... Lifting wall, B ... Void, C ... Drilling.
Claims (1)
できる吸塵室と、この吸塵室を負圧にすると共に
排塵するよう吸引ポンプと接続した排塵室とを、
内部に形成して端面にシール機構を備えた携帯集
塵具を用い、この集塵具を穿孔目的壁面に吸塵室
を対向するように吸着保持させ、斯かる集塵具の
吸塵室外表面に開口の挿入孔から内部へ、軸芯か
ら注水できるようにしたモータ駆動のドリルを挿
入して、壁面部に穴を穿削し、穿削時発生するコ
ンクリート切屑や汚泥水を吸塵室から吸引排除し
て閉鎖状態で穿孔作業を行うことを特徴とする建
造物補修薬剤注入穴穿削工法。1. A dust suction chamber that can surround and seal the perforation, and a dust extraction chamber that is connected to a suction pump to apply negative pressure to the dust suction chamber and remove dust.
Using a portable dust collector with a sealing mechanism formed inside and on the end surface, this dust collector is held by suction against the wall surface for which the hole is to be drilled so that the dust suction chamber faces, and an opening is opened on the outside surface of the dust suction chamber of the dust collector. A motor-driven drill that allows water to be injected from the shaft core is inserted into the interior through the insertion hole to drill a hole in the wall, and the concrete chips and sludge water generated during drilling are sucked out from the dust suction chamber. A construction method for drilling chemical injection holes for building repair, which is characterized by performing drilling work in a closed state.
Priority Applications (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61060435A JPS62215774A (en) | 1986-03-17 | 1986-03-17 | Drilling construction method for injection of chemical agen for repairing building |
| US07/069,631 US4792066A (en) | 1985-10-15 | 1986-09-03 | Chemical liquid injector |
| PCT/JP1986/000448 WO1987002404A1 (en) | 1985-10-15 | 1986-09-03 | Grout injector |
| AU62884/86A AU591173B2 (en) | 1985-10-15 | 1986-09-03 | Grout injector |
| DE8686905403T DE3684014D1 (en) | 1985-10-15 | 1986-09-03 | INJECTION DEVICE FOR LIQUID CEMENT. |
| KR1019870700509A KR940008752B1 (en) | 1985-10-15 | 1986-09-03 | Grout injector |
| EP86905403A EP0241557B1 (en) | 1985-10-15 | 1986-09-03 | Grout injector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61060435A JPS62215774A (en) | 1986-03-17 | 1986-03-17 | Drilling construction method for injection of chemical agen for repairing building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62215774A JPS62215774A (en) | 1987-09-22 |
| JPH0560020B2 true JPH0560020B2 (en) | 1993-09-01 |
Family
ID=13142177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61060435A Granted JPS62215774A (en) | 1985-10-15 | 1986-03-17 | Drilling construction method for injection of chemical agen for repairing building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62215774A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006192525A (en) | 2005-01-12 | 2006-07-27 | Miyanaga:Kk | Dust collector for drilling tool |
| JP4895799B2 (en) * | 2006-12-28 | 2012-03-14 | 株式会社シブヤ | Water treatment pad for core drill |
| JP2009029095A (en) * | 2007-07-26 | 2009-02-12 | Diatecnica:Kk | Dual cylinder vacuum water suction processing pad |
| JP5229682B2 (en) * | 2008-02-26 | 2013-07-03 | 日立工機株式会社 | Drilling tool |
| JP5402362B2 (en) * | 2009-07-31 | 2014-01-29 | 富士通株式会社 | Dust collection pad |
-
1986
- 1986-03-17 JP JP61060435A patent/JPS62215774A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62215774A (en) | 1987-09-22 |
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