JPS6343235Y2 - - Google Patents

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Publication number
JPS6343235Y2
JPS6343235Y2 JP1982151490U JP15149082U JPS6343235Y2 JP S6343235 Y2 JPS6343235 Y2 JP S6343235Y2 JP 1982151490 U JP1982151490 U JP 1982151490U JP 15149082 U JP15149082 U JP 15149082U JP S6343235 Y2 JPS6343235 Y2 JP S6343235Y2
Authority
JP
Japan
Prior art keywords
tube
flexible
tip
pipe
inner tube
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
Application number
JP1982151490U
Other languages
Japanese (ja)
Other versions
JPS5956238U (en
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 filed Critical
Priority to JP15149082U priority Critical patent/JPS5956238U/en
Publication of JPS5956238U publication Critical patent/JPS5956238U/en
Application granted granted Critical
Publication of JPS6343235Y2 publication Critical patent/JPS6343235Y2/ja
Granted legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 開示技術は軟弱地盤等に薬液を注入する工事の
技術分野に属する。
[Detailed description of the invention] <Industrial application field> The disclosed technology belongs to the technical field of construction work in which chemical solutions are injected into soft ground, etc.

〈要旨の概要〉 而して、この考案はケーシングパイプによつて
削孔された改良地盤の削孔に外管を挿入し、該外
管の内部に挿脱される内管が該外管の内面に対し
て圧接離退自在のパツカをその先端部に上下位置
に環設しており、該パツカが地上の制御装置に接
続されている薬液注入管構造り関する考案であ
り、特に、上記内管が先端管と該先端管と接続す
る薬液送給用の可撓管とより成り、更に、該先端
管が可撓短管を介して屈曲自在に二分されて各々
パツカを有し、前記可撓管内に挿通される圧力流
体を流下させる可撓管が上記各パツカの圧力室に
連通されている薬液注入管構造に係る考案であ
る。
<Summary of the gist> This invention involves inserting an outer pipe into a hole in the improved ground made by a casing pipe, and inserting and removing the inner pipe into and out of the outer pipe. This invention relates to a chemical liquid injection pipe structure in which a packer that can be pressed against and retracted from the inner surface is installed in a ring at the top and bottom positions at its tip, and the packer is connected to a control device on the ground. The tube consists of a tip tube and a flexible tube for feeding a drug solution connected to the tip tube, and further, the tip tube is divided into two bendably through a short flexible tube, each having a connector, and This invention relates to a chemical liquid injection tube structure in which a flexible tube through which a pressure fluid inserted into the flexible tube flows is communicated with the pressure chambers of each packer.

〈従来技術〉 周知の如く、地盤改良等には薬液注入工法が広
く採用され、これまで種々の工法が案出されてき
ている。
<Prior Art> As is well known, chemical injection methods have been widely adopted for soil improvement, etc., and various methods have been devised so far.

該種薬液注入工法の中で用いられる施工の中に
所謂ストレーナ注入工法があり、該ストレーナ注
入工法に用いられる薬液注入管には出願人の先願
考案である実開昭55−21334号公報考案等に示さ
れるようなものがあり、該種薬液注入管1を第
1、2図に基づいて説明すると、該薬液注入管1
はケーシングパイプ等により形成された改良地盤
内の削孔に挿入される、例えば、塩ビ製等の外管
3とその内部に挿脱される金属製の内管4とを有
し、該外管3の周面には複数の噴出口5,5…を
覆い、注入スリツト6,6…が所定に裂設された
ゴム製等の可撓膜7が膨縮自在に添設されてい
る。
Among the construction methods used in the seed chemical injection method, there is a so-called strainer injection method, and the chemical injection pipe used in the strainer injection method was invented in the applicant's earlier application, Utility Model Application No. 55-21334. The seed chemical injection tube 1 is explained based on FIGS. 1 and 2.
has an outer pipe 3 made of, for example, PVC, which is inserted into a hole in the improved ground formed by a casing pipe, etc., and an inner pipe 4 made of metal, which is inserted into and removed from the inside of the outer pipe 3. A flexible membrane 7 made of rubber or the like is attached to the circumferential surface of the tube 3 so as to be expandable and contractible, covering the plurality of jetting ports 5, 5, . . . and having injection slits 6, 6, .

又、内管4には外管3の内面に対するパツカ
8,8…がその先端部等の上下位置に環設され、
該パツカ8,8…によつて狭まれる部分が上記外
管3の可撓膜7に対応する位置にセツト自在にさ
れている。
In addition, the inner tube 4 is provided with a ring of pads 8, 8, etc. for the inner surface of the outer tube 3 at the upper and lower positions of its tip, etc.
The portion narrowed by the packers 8, 8, . . . can be freely set at a position corresponding to the flexible membrane 7 of the outer tube 3.

〈考案が解決しようとする問題点〉 さりながら、該種薬液注入管1にあつては地盤
に対する削孔が非常に深い場合には削孔の際、該
削孔が不可避的に部分的に湾曲してしまうため、
第2図に示す様に、塩ビ製の外管3は挿入され得
たとしても、上記金属製の内管4が湾曲部分で挿
入されなくなる欠点があつた。
<Problems to be solved by the invention> However, in the case of the seed chemical injection pipe 1, if the hole to be drilled into the ground is very deep, the hole will inevitably be partially curved during drilling. Because of this,
As shown in FIG. 2, even if the outer tube 3 made of PVC could be inserted, there was a drawback that the inner tube 4 made of metal could not be inserted at the curved portion.

したがつて、該内管4に該外管3の内面に対す
るパツカ8,8…がパツキング効果を上げるべく
該外管3内径に近似する外径で環設されているた
め、外管3に挿入される際に上記湾曲部で摺接す
るパツカ8,8…の抵抗に抗して大きな挿入力を
要するため、該内管4が金属製等の剛性の高い材
料で形成されなければならず、これは大動力を要
し、コスト的に見合わないという不利点があつ
た。
Therefore, in order to increase the packing effect, the inner tube 4 is provided with packs 8, 8, . When the inner tube 4 is inserted, a large insertion force is required against the resistance of the snappers 8, 8... that slide into contact with each other at the curved portion, so the inner tube 4 must be made of a highly rigid material such as metal. The disadvantage was that it required a large amount of power and was not worth the cost.

又、削孔が非常に深いものである場合には外管
3内に地上から押圧挿入される内管4のパツカ
8,8…が上述の如く外管3内面との摩擦がある
ため、これに抗してセツトするためには挿入力が
機械的に必要になるという難点があつた。
In addition, if the hole is very deep, the snaps 8, 8, etc. of the inner tube 4 inserted from the ground into the outer tube 3 will have friction with the inner surface of the outer tube 3 as described above. There was a problem in that insertion force was required mechanically in order to set against the force.

そこで、例えば、特開昭57−22494号公報発明
に示されているような地中埋設管技術において、
地中に湾曲状に挿入する部分については可撓管に
用いる技術もあるが、該種地中埋設管技術と本願
考案に係る薬液注入技術とでは技術分野が相違
し、適切な転用が出来ないきらいがある不都合さ
がある。
Therefore, for example, in the underground pipe technology as shown in the invention disclosed in Japanese Patent Application Laid-Open No. 57-22494,
Regarding the part that is inserted into the ground in a curved shape, there is a technology that can be used for flexible pipes, but the technical field is different between this type of underground pipe technology and the chemical injection technology according to the invention of the present invention, and appropriate diversion is not possible. There are some inconveniences that I dislike.

〈考案の目的〉 この考案の目的は上述従来技術に基づくストレ
ーナ注入に係る薬液注入管の問題点を解決すべき
技術的課題とし、外管に対して内管をスムーズに
挿入出来ると共にパツカの破損等もなく、更に、
削孔に挿入された外管が湾曲していても、湾曲し
て追従し、スムースに挿入され得るようにし、建
設産業における地盤改良技術利用分野に益する優
れた薬液注入管構造を提供せんとするものであ
る。
<Purpose of the invention> The purpose of this invention is to solve the technical problem of the chemical injection tube related to strainer injection based on the above-mentioned conventional technology, and to make it possible to smoothly insert the inner tube into the outer tube and prevent damage to the pipe. etc., and furthermore,
Even if the outer pipe inserted into the drilled hole is curved, it curves and follows the curve, allowing the pipe to be inserted smoothly, and to provide an excellent chemical injection pipe structure that is beneficial to the field of ground improvement technology application in the construction industry. It is something to do.

〈問題点を解決するための手段・作用〉 上述目的に沿い先述実用新案登録請求の範囲を
要旨とするこの考案の構成は前述問題点を解決す
るために、改良地盤に対して地上からケーシング
パイプ等の所定手段にて所定深度まで削孔し、該
ケーシングパイプ内に外管を挿入した後、該ケー
シングパイプを引き上げ、残置された外管と削孔
との間にシール材を充填し、而して、地上から該
外管内に内管を挿入させるに該内管は可撓短管を
介し二分される先端管と該先端管に接続される可
撓管とによつて削孔内に湾曲挿入されている外管
内に沿つてスムーズに挿入され、その間、パツカ
は縮径状態にあつて外管内面に干渉せず、上記外
管に対する所定にセツトされた後、上記可撓短管
の上下に環設されたパツカの圧力室を圧力流体を
流下させる可撓管に接続される地上の制御装置を
介して加圧し、上記外管内面にパツカを膨脹押圧
させ、この状態で上記可撓管を介して地上の制御
装置から送給された薬液を上記先端管のノズルか
ら上記各パツカ間に噴射させて外管の噴出口を介
して可撓膜のスリツトから前記シール材を介し地
盤中に注入させ、上記内管を引き上げながら順次
薬液注入を行うようにした技術的手段を講じたも
のである。
<Means/effects for solving the problem> In accordance with the above-mentioned purpose, the structure of this invention, which is based on the scope of the above-mentioned utility model registration claim, is to solve the above-mentioned problem by installing a casing pipe from the ground to the improved ground. After drilling a hole to a predetermined depth using a predetermined means such as Then, the inner tube is inserted into the outer tube from the ground, and the inner tube is bent into the drilled hole by a tip tube that is divided into two parts via a short flexible tube and a flexible tube connected to the tip tube. It is inserted smoothly along the inside of the inserted outer tube, and during that time, the packer is in a reduced diameter state and does not interfere with the inner surface of the outer tube, and after being set at the specified position with respect to the outer tube, it is inserted above and below the flexible short tube. Pressure is applied to the pressure chamber of the padska surrounding the outer tube through a control device on the ground connected to the flexible tube through which the pressure fluid flows down, and the padsuka is expanded and pressed against the inner surface of the outer tube. A chemical solution is sent from the control device on the ground through the nozzle of the tip pipe and is injected between the above-mentioned packs, and then through the spout of the outer pipe, through the slit of the flexible membrane, and into the ground through the sealing material. A technical measure has been taken in which the drug solution is sequentially injected while the inner tube is pulled up.

〈実施例−構成〉 次に、この考案の1実施例を第3図以下の図面
に基づいて説明すれば以下の通りである。尚、第
1,2図と同一態様部分は同一符号を用いて説明
するものとする。
<Embodiment - Configuration> Next, one embodiment of this invention will be described as follows based on the drawings from FIG. 3 onwards. Note that the same parts as in FIGS. 1 and 2 will be described using the same reference numerals.

第3図に示す態様において、1′はこの考案の
要旨の中心を成すストレーナタイプの薬液注入管
であり、地盤2中にシール材としてのモルタル9
を介して先述した如く挿入される塩ビ製の外管
3′は所定の間隔群で穿設された噴出口5′,5′
…を覆う位置に多数の注入スリツト6′,6′…を
有する筒状のゴム膜7′が添設され、該外管3′の
内部には設定間隙Δdを介して内管4′が挿入され
るようにされている。
In the embodiment shown in FIG. 3, reference numeral 1' is a strainer-type chemical injection pipe that forms the center of the gist of this invention.
The outer pipe 3' made of PVC, which is inserted as described above through
A cylindrical rubber membrane 7' having a large number of injection slits 6', 6', etc. is provided at a position covering the outer tube 3', and an inner tube 4' is inserted into the outer tube 3' through a set gap Δd. It is made to be done.

而して、該内管4′は先端管10と該先端管1
0に接続され、図示しない地上の制御装置と連結
された可撓管としての硬質ゴム製高圧ホース11
より成つている。
Thus, the inner tube 4' is connected to the tip tube 10 and the tip tube 1.
0 and a hard rubber high-pressure hose 11 as a flexible pipe connected to a ground control device (not shown).
It consists of

そして、該先端管10はその中央部の可撓短管
としてのゴム製短ホースのジヨイント12とこれ
らの上下の2体の金属製短管13,13とより成
り、該金属製短管13,13は各々圧力室14を
備えて膨脹離退自在なゴ製の筒状のパツカ15,
15が環状ブラケツト16,16…を介して環設
されている。
The tip tube 10 is made up of a rubber short hose joint 12 as a flexible short tube in the center, and two metal short tubes 13, 13 above and below the joint 12. The metal short tubes 13, 13 each have a pressure chamber 14 and are provided with a rubber cylindrical packer 15, which can be inflated and deflated.
15 is annularly disposed via annular brackets 16, 16 . . .

尚、該パツカ15,15には強度を高めるため
に、網状の糸を混入させる設計も可能である。
It should be noted that it is also possible to design the packers 15, 15 to have net-like thread mixed therein in order to increase their strength.

そして、上記先端管10に接続された、例え
ば、塩ビ製の圧力流体を流下させる可撓管17が
上記高圧ホース11の内部を経て、地上の図示し
ない制御装置に接続されると共に前記圧力室1
4,14に連通している。
A flexible tube 17, which is connected to the tip tube 10 and which allows pressure fluid to flow down, is connected to the pressure chamber 1 through the inside of the high-pressure hose 11 and connected to a control device (not shown) on the ground.
It is connected to 4 and 14.

そして、該圧力流体を流下させる可撓管17と
前記高圧ホース11の間は薬液の送給通路にされ
ている。
The space between the flexible pipe 17 through which the pressure fluid flows down and the high pressure hose 11 is used as a chemical liquid feeding passage.

又、上記パツカ15,15とゴムジヨイント1
2との間の先端管10の周面には所定数のノズル
18,18…が穿設され、上記高圧ホース11の
内部に連通されている。
In addition, the above-mentioned patchers 15, 15 and rubber joint 1
A predetermined number of nozzles 18, 18, .

〈実施例−作用〉 上述構成において、第4図に示す様に、図示し
ない装置により改良地盤2に対しケーシングパイ
プ19により所定深度まで削孔を形成し、次に、
第5図に示す様に、前記外管3′を挿入し、所定
深度まで挿入した後、第6,7図に示す様に、ケ
ーシングパイプ19を引き上げ、モルタル9を該
外管3′と削孔との間に充填させた後、該外管
3′の内部に内管4′を挿入させる。
<Embodiment - Effect> In the above-described configuration, as shown in FIG. 4, a hole is formed in the improved ground 2 to a predetermined depth using a casing pipe 19 using a device not shown, and then,
As shown in FIG. 5, after inserting the outer tube 3' to a predetermined depth, as shown in FIGS. After filling the spaces between the holes, the inner tube 4' is inserted into the outer tube 3'.

而して、この内管4′の挿入工程において、外
管3′に挿入される内管4′は該外管3′が第9図
に示す様に、改良地盤2内に湾曲して挿入されて
いても、ゴムジヨイント12と高圧ホース11と
の可撓性により地盤2内に湾曲挿入されている外
管3′内にこれを追従して湾曲しながらスムーズ
に挿入されて行き、且つ、パツカ15,15が金
属製短管13と同径に縮径しているため、先端管
10と外管3′との間には充分な間隙が形成維持
され、したがつて、摺動抵抗が少く挿入され、パ
ツカ15,15の損傷は避けられる。
In the process of inserting the inner pipe 4', the inner pipe 4' inserted into the outer pipe 3' is inserted into the improved ground 2 with the outer pipe 3' curved as shown in FIG. However, due to the flexibility of the rubber joint 12 and the high pressure hose 11, the rubber joint 12 and the high pressure hose 11 can be smoothly inserted into the outer pipe 3' which is curved and inserted into the ground 2, while following this and curving. 15, 15 are reduced in diameter to the same diameter as the short metal tube 13, a sufficient gap is formed and maintained between the tip tube 10 and the outer tube 3', and therefore the sliding resistance is small. This avoids damage to the packs 15, 15.

このようにして、挿入された内管4′が外管
3′のゴム膜7′,7′,7′…の最下位位置にその
パツカ15,15を対向させると、挿入停止され
た内管4′に地上の図示しない制御装置から圧力
流体を流下させる可撓管17を介して加圧水が圧
送され、それによつて内管4′のパツカ15,1
5は外方に膨脹し、上記外管3′の内面を押圧し、
各パツカ15に狭まれる外管3′の内部は密閉空
間にされる。
In this way, when the inserted inner tube 4' faces the lowermost position of the rubber membranes 7', 7', 7', etc. of the outer tube 3', the inserted inner tube Pressurized water is fed under pressure to the inner pipe 4' from a control device (not shown) on the ground through a flexible pipe 17 that allows pressure fluid to flow down, and thereby the packers 15, 1 of the inner pipe 4'
5 expands outward and presses the inner surface of the outer tube 3',
The inside of the outer tube 3' narrowed by each packer 15 is made into a sealed space.

そして、図示しない地上の制御装置から高圧ホ
ース11を介して薬液20が圧送されると、該薬
液20は上記パツカ15,15間の空間に充満し
て一定圧に達すると、外管3′の噴出口5′,5′
…からゴム膜7′の膨脹を介して注入スリツト
6′,6′…より地盤2内に注入される。
Then, when the chemical liquid 20 is fed under pressure from a ground control device (not shown) through the high-pressure hose 11, the chemical liquid 20 fills the space between the packers 15 and 15, and when a constant pressure is reached, the outer tube 3' Spout 5', 5'
... is injected into the ground 2 through the injection slits 6', 6', etc. through the expansion of the rubber membrane 7'.

そして、所定注入後、薬液圧送を停止し、パツ
カ15,15を縮径させ、内管4′を次の上段ゴ
ム膜7′の位置に引き上げ、次の注入を行う。
After a predetermined injection, the pressure feeding of the chemical solution is stopped, the diameter of the packers 15, 15 is reduced, and the inner tube 4' is pulled up to the position of the next upper rubber membrane 7', and the next injection is performed.

このようにして、内管4′は引き上げられなが
ら外管3′に所定間隔を有して形成された各ゴム
膜7′部位で薬液20が順次注入され、所定の改
良がなされる。
In this manner, while the inner tube 4' is being pulled up, the chemical solution 20 is sequentially injected into the rubber membranes 7' formed at predetermined intervals on the outer tube 3', thereby achieving a predetermined improvement.

尚、この考案の実施態様は上述実施例に限るも
のでないことは勿論であり、例えば、可撓管や可
撓短管は金属製のもので可撓性を備えさせても良
く、パツカに圧送される流体は水に限らず、空気
等の気体でも良く、又、金属製短管のノズルにバ
ルブを設ける等種々の態様が採用可能である。
It goes without saying that the embodiment of this invention is not limited to the above-mentioned embodiments. For example, the flexible tube or short flexible tube may be made of metal and have flexibility, and the flexible tube or short flexible tube may be made of metal and provided with flexibility. The fluid to be used is not limited to water, but may also be a gas such as air, and various embodiments such as providing a valve in the nozzle of a short metal tube can be adopted.

〈考案の効果〉 以上、この考案によれば、基本的に外管に対し
てその内部に挿入される内管が非常にスムーズに
挿脱出来ることにより、作業性が良く、挿脱時間
が極めて短縮出来るという優れた効果が奏され
る。
<Effects of the invention> As described above, according to this invention, basically the inner tube inserted into the outer tube can be inserted and removed very smoothly, resulting in good workability and extremely short insertion and removal time. This has the excellent effect of being able to shorten the time.

又、内管が先端管と該先端管と接続する可撓管
とより成り、該先端管が可撓短管を間にして前記
可撓管に通ずるノズルを具備する上下の金属製短
管を有していることにより、内管の先端部が可撓
性を備えることになり、地盤内への挿入に際し、
地盤内で不可避的に湾曲する外管内に内管を挿脱
する際に容易にセツト、リセツト出来る優れた効
果が奏される。
Further, the inner tube is composed of a tip tube and a flexible tube connected to the tip tube, and the tip tube has upper and lower metal short tubes each having a nozzle communicating with the flexible tube with a short flexible tube in between. By having this, the tip of the inner tube has flexibility, and when inserted into the ground,
An excellent effect is achieved in that the inner tube can be easily set and reset when inserting and removing the inner tube into the outer tube which is inevitably curved in the ground.

更に、上記可撓管内に挿通される圧力流体流下
可撓管が上記パツカの圧力室に連通していること
により、パツカを自在に径方向に膨脹収縮させる
ことが出来るため、内管を外管内部に挿脱する際
にはパツカを充分に縮退状態にさせ得ることによ
つてパツカと外管内面との摩擦を著しく低減させ
てパツカの寿命を延ばすと共に摩擦力に対抗する
ための動力費を低減させることが出来る利点もあ
る。
Furthermore, since the pressurized fluid flowing flexible tube inserted into the flexible tube is connected to the pressure chamber of the packer, the packer can be freely expanded and contracted in the radial direction. Therefore, when inserting and removing the inner tube into the outer tube, the packer can be fully contracted, which significantly reduces the friction between the packer and the inner surface of the outer tube, thereby extending the life of the packer and reducing the power cost required to counter the frictional force.

加えて、外管に対する内管の挿脱時間が短縮さ
れることにより、工期が短くなり、実質的に工費
を節約することが出来る副次元的メリツトもあ
る。
In addition, since the time required to insert and remove the inner tube from the outer tube is shortened, the construction period is shortened, which has the additional benefit of substantially saving construction costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1,2図は従来態様の薬液注入管の部分断面
図、第3図以下はこの考案の実施例を示すもので
あり、第3図は薬液注入管の部分断面図、第4〜
8図は工程の概略断面図、第9図は薬液注入管の
湾曲した挿入状態を示す断面図である。 4′……内管、10……先端管、11……可撓
管、12……可撓短管、13……金属製短管、1
8……ノズル、15……パツカ、17……圧力流
体流下可撓管、14……圧力室、1′……薬液注
入管。
Figures 1 and 2 are partial cross-sectional views of a conventional chemical liquid injection tube, Figures 3 and below show embodiments of this invention, Figure 3 is a partial cross-sectional view of a chemical liquid injection tube, and Figures 4-
FIG. 8 is a schematic sectional view of the process, and FIG. 9 is a sectional view showing the curved insertion state of the drug solution injection tube. 4'... Inner tube, 10... Tip tube, 11... Flexible tube, 12... Flexible short tube, 13... Metal short tube, 1
8... Nozzle, 15... Packer, 17... Pressure fluid flow down flexible tube, 14... Pressure chamber, 1'... Chemical liquid injection tube.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外管に対してその内部に挿脱される内管が該外
管内面に圧接離退自在にされるパツカを該内管の
先端部の上下位置に環設し而して該パツカが地上
の制御装置に接続されている薬液注入管構造にお
いて、上記内管が先端管と該先端管と接続する可
撓管とより成り、更に該先端管が可撓短管と該可
撓短管に連結された前後の一対の金属製短管とよ
り成り、該金属製短管は前記可撓管に通ずるノズ
ルを有すると共に各々パツカを有し、又前記可撓
管内に挿通される圧力流体を流下させる可撓管が
該各パツカの圧力室に連通していることを特徴と
する薬液注入管構造。
The inner tube, which is inserted into and removed from the outer tube, is pressed against the inner surface of the outer tube so that the inner tube can be freely retracted and retracted.The inner tube is provided with a ring at the upper and lower positions of the tip of the inner tube, so that the inner tube can be inserted into and removed from the outer tube. In the chemical liquid injection tube structure connected to the control device, the inner tube is composed of a tip tube and a flexible tube connected to the tip tube, and the tip tube is further connected to a short flexible tube and the flexible short tube. A pair of short metal tubes, each having a nozzle communicating with the flexible tube, each having a stopper, and allowing the pressurized fluid inserted into the flexible tube to flow downward. A chemical liquid injection tube structure characterized in that a flexible tube communicates with a pressure chamber of each packer.
JP15149082U 1982-10-07 1982-10-07 Chemical injection tube structure Granted JPS5956238U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15149082U JPS5956238U (en) 1982-10-07 1982-10-07 Chemical injection tube structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15149082U JPS5956238U (en) 1982-10-07 1982-10-07 Chemical injection tube structure

Publications (2)

Publication Number Publication Date
JPS5956238U JPS5956238U (en) 1984-04-12
JPS6343235Y2 true JPS6343235Y2 (en) 1988-11-11

Family

ID=30335687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15149082U Granted JPS5956238U (en) 1982-10-07 1982-10-07 Chemical injection tube structure

Country Status (1)

Country Link
JP (1) JPS5956238U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59114320A (en) * 1982-12-16 1984-07-02 Raito Kogyo Kk Grout injection work
JPS59114321A (en) * 1982-12-17 1984-07-02 Raito Kogyo Kk Grout injector
JPH0639777B2 (en) * 1985-02-15 1994-05-25 ライト工業株式会社 Grout injection device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5521334B2 (en) * 1976-11-10 1980-06-09
JPS5722494A (en) * 1980-07-15 1982-02-05 Takaichi Matsubara Stopping method and device for water leaked part of buried pipe

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5755400Y2 (en) * 1978-07-28 1982-11-30

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5521334B2 (en) * 1976-11-10 1980-06-09
JPS5722494A (en) * 1980-07-15 1982-02-05 Takaichi Matsubara Stopping method and device for water leaked part of buried pipe

Also Published As

Publication number Publication date
JPS5956238U (en) 1984-04-12

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