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JPS603574B2 - Chemical injection device - Google Patents
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JPS603574B2 - Chemical injection device - Google Patents

Chemical injection device

Info

Publication number
JPS603574B2
JPS603574B2 JP11978781A JP11978781A JPS603574B2 JP S603574 B2 JPS603574 B2 JP S603574B2 JP 11978781 A JP11978781 A JP 11978781A JP 11978781 A JP11978781 A JP 11978781A JP S603574 B2 JPS603574 B2 JP S603574B2
Authority
JP
Japan
Prior art keywords
hole
valve
tube
pipe
communication part
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
JP11978781A
Other languages
Japanese (ja)
Other versions
JPS5820820A (en
Inventor
昌平 千田
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.)
KENSETSUSHO DOBOKU KENKYU SHOCHO
Original Assignee
KENSETSUSHO DOBOKU KENKYU SHOCHO
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 KENSETSUSHO DOBOKU KENKYU SHOCHO filed Critical KENSETSUSHO DOBOKU KENKYU SHOCHO
Priority to JP11978781A priority Critical patent/JPS603574B2/en
Publication of JPS5820820A publication Critical patent/JPS5820820A/en
Publication of JPS603574B2 publication Critical patent/JPS603574B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】 この発明は、地中に薬液を注入する装置に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for injecting a chemical into the ground.

先端に掘削刃を具えた外管内に、外管との間に底壁が設
けられた内管を配置して、底壁の上方において内外管に
弁室を形成し、弁室内および内管内に常時上昇傾向を付
与された外側弁および内側弁を配置し、外側弁が下降し
た際は、内管に穿設した上部孔と内側弁に穿設した孔と
が運通し、内外側弁が下降した際は、内管の上部孔が外
管と蓮適するとともに、外管に穿設した上部孔が外側弁
に穿設した孔を介して内管に穿設した下部孔と蓮通し、
内側弁が下降した際は、内外管に穿設した下部孔が外側
弁の孔および弁室を介して蓮通するようにした薬液注入
装置は、この世願人によって出願された特豚昭55一1
75765号にみられるように既に提案されている。
An inner tube with a bottom wall is placed between the outer tube and the outer tube, and a valve chamber is formed in the inner and outer tubes above the bottom wall. An outer valve and an inner valve are arranged with a constant upward tendency, and when the outer valve descends, the upper hole drilled in the inner pipe and the hole drilled in the inner valve communicate, and the inner and outer valves descend. When this happens, the upper hole of the inner tube fits into the outer tube, and the upper hole drilled in the outer tube connects with the lower hole drilled in the inner tube through the hole drilled in the outer valve.
When the inner valve is lowered, the lower hole drilled in the inner and outer tubes passes through the hole in the outer valve and the valve chamber.The drug injection device was developed in 1986, filed by the same applicant. 1
It has already been proposed as seen in No. 75765.

ところで、この装置は内管の上下部に孔を設け、瞬給型
ゲル化材を形成する際に、内管に供給した長結型ゲル化
材と外管に供給して上部孔を経て内管内に流入させた硬
化剤とを合流させ、この瞬結型ゲル化材を下部孔を経て
注出するようにしたので、内外側弁のストロークが大き
くなって異物を咳み込み易い欠点がある。
By the way, this device has holes in the upper and lower parts of the inner tube, and when forming an instant-fed gelling material, the long-set gelling material supplied to the inner tube and the long-set gelling material supplied to the outer tube are passed through the upper hole into the inner tube. Since the hardening agent that has flowed into the pipe is merged with the instant setting type gelling material that is poured out through the lower hole, there is a drawback that the stroke of the inner and outer valves becomes larger, making it easier to cough up foreign substances. .

また内外側弁に上昇傾向を付与する付勢力に菱があると
き、あるいは内外管内の各液体に圧力差があるとき、内
外側弁の下降過程において、一方の管から他方の管に液
体が逆流してそれが瞬絹型ゲル化材となって硬化し、管
を閉塞させる恐れが出てくる。この発明は、前記のよう
な既提案の装置のもののもつ欠点を排除することができ
る薬液注入装置を提供することを目的とする。
Also, when there is a diamond in the biasing force that gives an upward tendency to the inner and outer valves, or when there is a pressure difference between the liquids in the inner and outer pipes, liquid flows back from one pipe to the other during the downward movement of the inner and outer valves. Then, it becomes a gelatinous material and hardens, potentially clogging the tube. SUMMARY OF THE INVENTION An object of the present invention is to provide a liquid drug injection device that can eliminate the drawbacks of the previously proposed devices as described above.

以下、図面に示す実施例を参照してこの発明を説明する
The present invention will be described below with reference to embodiments shown in the drawings.

第1図において、注入装置1は内外管2,3からなる2
重管となっていて、外管3の先端に掘削刃4が設けられ
ており、それより上方において内外管2,3間は底壁5
で閉鎖されている。
In FIG.
It is a heavy pipe, and a digging blade 4 is provided at the tip of the outer pipe 3, and a bottom wall 5 is provided between the inner and outer pipes 2 and 3 above it.
is closed.

この底壁5の上方において、内外管2,3間には弁室7
が形成され、この弁室7に管状の外側弁6が内外両管壁
に沿って摺動するように配置され、この弁6の底面と底
壁5の上面との間には伸長ばね8が装入されていて、こ
のばね8により弁6は常時上昇傾向を付与され、弁6は
ストッパ9によって上限位置が決められている。
Above this bottom wall 5, a valve chamber 7 is provided between the inner and outer pipes 2 and 3.
A tubular outer valve 6 is disposed in the valve chamber 7 so as to slide along both the inner and outer pipe walls, and an extension spring 8 is disposed between the bottom surface of the valve 6 and the top surface of the bottom wall 5. The spring 8 always gives the valve 6 an upward tendency, and the upper limit position of the valve 6 is determined by the stopper 9.

この外側弁6は第2図に示すように、上下部に複数の切
欠部10,11が形成され、また上部に切欠部10と円
周方向に所定の間隔を置いて孔12が穿設されている。
内管2内には頂部が閉塞された管状の内側弁13が管壁
に沿って沼動するように配置され、この弁13の底面と
、内管2内に設けた受座14の上面との間には伸長ばね
15が装入されていて、このばね15により弁13は常
時上昇傾向を付与され、弁13はストッパー6によって
上限位置が決められている。
As shown in FIG. 2, this outer valve 6 has a plurality of notches 10 and 11 formed in the upper and lower parts, and a hole 12 bored in the upper part at a predetermined interval from the notches 10 in the circumferential direction. ing.
Inside the inner pipe 2, a tubular inner valve 13 with a closed top is disposed so as to float along the pipe wall, and the bottom surface of this valve 13 and the upper surface of a seat 14 provided inside the inner pipe 2 are connected to each other. An extension spring 15 is inserted between the two, and the spring 15 always gives the valve 13 an upward tendency, and the upper limit position of the valve 13 is determined by the stopper 6.

この内側弁13は第3図に示すように、下部に複数の切
欠部17が形成されている。弁室7部分において、内管
2の管壁には、複数の第1孔18およびこの第1孔18
と同一高さ位置にあってかつ円周方向に所定の間隔を置
いた第2孔19が穿設され、また外管3の管墜には、内
管2の第2孔18と同一径方向直線上に位置する複数の
上部孔20および常時開口している複数の下部孔21が
穿設されている。
As shown in FIG. 3, this inner valve 13 has a plurality of notches 17 formed in its lower part. In the valve chamber 7 portion, the pipe wall of the inner pipe 2 has a plurality of first holes 18 and the first holes 18.
A second hole 19 is bored at the same height as the second hole 19 at a predetermined interval in the circumferential direction. A plurality of upper holes 20 located on a straight line and a plurality of lower holes 21 which are always open are bored.

そして外側弁6のみが下降したときは、内管の第1孔1
8と外側弁6の上部切欠部10とが連通し(第4図)、
内外側弁13,16が下降したときは、内管2の第1孔
18と外側弁6の上部切欠部10とが蓮適するとともに
、内管2の第2孔19と外管3の上部孔20とが外側弁
6の孔12を介して蓮通し(第5図)、内側弁13のみ
が下降したときは内管2の第1孔18と外側弁6の下部
功欠部11とが連通するようになっている(第6図)。
When only the outer valve 6 is lowered, the first hole 1 of the inner pipe
8 and the upper notch 10 of the outer valve 6 communicate with each other (FIG. 4),
When the inner and outer valves 13 and 16 are lowered, the first hole 18 of the inner tube 2 and the upper notch 10 of the outer valve 6 fit together, and the second hole 19 of the inner tube 2 and the upper hole of the outer tube 3 fit together. 20 passes through the hole 12 of the outer valve 6 (FIG. 5), and when only the inner valve 13 is lowered, the first hole 18 of the inner tube 2 and the lower part 11 of the outer valve 6 communicate with each other. (Figure 6).

前記のような注入装置1の内外管2,3に、第10図に
示すようにして所要の資材源を供給することとなる。該
図において、22は長結型ゲル化材槽で配管23により
内管2に接続され、この配管23にポンプ24及び弁2
5が設置されている。26は硬化剤槽で配管27により
外管3に後続され、配管27にはポンプ28及びその前
後に弁29,30がそれぞれ設置され、弁29にはボー
リング水の水槽31が配管32により接続されている。
The required material source is supplied to the inner and outer tubes 2, 3 of the injection device 1 as described above as shown in FIG. In this figure, 22 is a long gelling material tank connected to the inner pipe 2 by a pipe 23, and a pump 24 and a valve 2 are connected to this pipe 23.
5 is installed. Reference numeral 26 denotes a curing agent tank, which is connected to the outer pipe 3 by a pipe 27. A pump 28 and valves 29 and 30 are installed in the pipe 27 before and after the pump 28, respectively, and a water tank 31 for boring water is connected to the valve 29 by a pipe 32. ing.

前記のものにより地盤36に対する孔37の掘削、薬液
の注入等の作業が行われるのであり、これを以下に説明
する。
Operations such as drilling a hole 37 in the ground 36 and injecting a chemical solution are performed using the above-mentioned device, and these operations will be explained below.

1 孔の掘削作業(第4,7,11図) 注入装置1の外管3内にポンプ28によって水槽31か
らボ−リング水を供給し、該装置1を回転しながら通常
の掘削工法と同様にして地盤36に掘削を行う。
1 Hole drilling work (Figures 4, 7, and 11) Boring water is supplied from the water tank 31 by the pump 28 into the outer pipe 3 of the injection device 1, and while the device 1 is rotated, the same method as in the normal drilling method is carried out. excavation is carried out in the ground 36.

この際外管3内に供給された水は、その圧力によって外
側弁6をばね8の押上力に抗して下降させ、内管2の第
1孔18は弁6の上部切欠部10と蓮適するようになる
At this time, the pressure of the water supplied into the outer tube 3 causes the outer valve 6 to descend against the upward force of the spring 8, and the first hole 18 of the inner tube 2 is connected to the upper notch 10 of the valve 6. become suitable.

このようにして弁6を下降させた水は、第4,7図矢印
に示すように、弁6の上部功欠部10、内管2の第1孔
18を経て内管2内に入り、装置1の先端より削孔37
内に排出され、このようにして所定の深さの削孔37を
形成する。2 瞬結型ゲル化材の注入(第5,8,12
図)前記のようにして削孔37の掘削が終了したら、外
管3への給水を停止し、内管2にポンプ24によって長
結型ゲル化材を、又ポンプ28によって外管3に硬化剤
を同時に供給する。
The water that has descended through the valve 6 in this way enters the inner pipe 2 through the upper part 10 of the valve 6 and the first hole 18 of the inner pipe 2, as shown by the arrows in FIGS. Drill a hole 37 from the tip of device 1
In this way, a hole 37 of a predetermined depth is formed. 2 Injection of instant-setting gelling material (5th, 8th, 12th
Figure) When the drilling of the borehole 37 is completed as described above, the water supply to the outer tube 3 is stopped, and the long-set gelling material is applied to the inner tube 2 by the pump 24, and hardened to the outer tube 3 by the pump 28. Both agents are supplied at the same time.

これにより内外側弁13、6は第5,8図に示すように
、それぞればね15、8の押上力に抗して同時に下降し
、内管2の第1、2孔18,19が閉口し、第1孔18
は弁6の上部切欠部10と蓮通し、また第2孔19は弁
6の孔12を介して外管3の上部孔20と蓮適するよう
になる。第1、2孔18,19の関口によって長結型ゲ
ル化材と硬化剤とは、弁13の上部の内管2内において
混合して瞬結型ゲル化材を構成し、このようにして構成
された藤続型ゲル化材は上部孔20から孔隙に注出され
、第12図示のように孔隙にパッカ38が形成される。
3 長結型ゲル化材の注入(第6,9,13図)前記の
ようにしてパッカ38が形成されたら、外管3への硬化
剤の供給を停止し、内管2への長結型ゲル化材の供給の
みを続行する。
As a result, the inner and outer valves 13 and 6 simultaneously descend against the upward force of the springs 15 and 8, respectively, as shown in FIGS. 5 and 8, and the first and second holes 18 and 19 of the inner tube 2 are closed. , first hole 18
The second hole 19 fits into the upper notch 10 of the valve 6, and the second hole 19 fits into the upper hole 20 of the outer tube 3 through the hole 12 of the valve 6. The long-setting gelling material and the curing agent are mixed in the inner pipe 2 at the upper part of the valve 13 through the entrances of the first and second holes 18 and 19 to form an instant-setting gelling material. The formed Fujitsugi-type gelling material is poured into the pores from the upper hole 20, and a packer 38 is formed in the pores as shown in FIG.
3. Injection of long-curing gelling material (Figs. 6, 9, and 13) After the packer 38 is formed as described above, the supply of the curing agent to the outer tube 3 is stopped, and the long-curing gelling agent is injected into the inner tube 2. Only the supply of mold gelling material continues.

これにより外側弁6のみがばね8の押上力によって当初
位置に復帰し、第2孔19を閉鎖するが、弁13はその
ままの位置にあり、内管2の第1孔18は外側弁6の下
部切欠部11と蓬適するようになる。そこで内管2内に
供給された長結型ゲル化材は、第1孔18、下部切欠部
11を経て外管3内に入り、外管3の管壁に穿設した下
部孔20から第13図示のようにパッカ38の下方の孔
隙に注出され、孔壁に浸透注入されて長結型ゲル化材層
39が形成される。このようにして孔37の底部に不透
水性であって地盤強化用のゲル化材層39が形成される
が、さらに必要に応じて装置1を所要寸法だけ引上げ、
その上方に同様にパッカ38′およびゲル化材層39′
を形成したものを第14図に示し、このようなことは必
要に応じてさらに所要回数繰返すことができる。前記し
た例では外側弁の上下部および内側弁の下部に切欠部を
それぞれ形成したが、この切欠部に代えて孔を穿設して
もよく、これに限らず同様の機能をもつものならば、そ
の特許請求の範囲を逸脱しない限り随意変更できること
はいうまでもなく、また適用されるゲル化材はすでに多
くのものが提供されているので、適当なものを任意に選
択することができる。
As a result, only the outer valve 6 returns to its initial position due to the upward force of the spring 8 and closes the second hole 19, but the valve 13 remains in the same position and the first hole 18 of the inner tube 2 is closed to the outer valve 6. It will fit into the lower notch 11. Therefore, the long gelling material supplied into the inner tube 2 enters the outer tube 3 through the first hole 18 and the lower notch 11, and enters the outer tube 3 through the lower hole 20 bored in the wall of the outer tube 3. 13, it is poured into the pores below the packer 38 and injected into the pore walls to form a long gelling material layer 39. In this way, an impermeable gelling material layer 39 for ground reinforcement is formed at the bottom of the hole 37, but if necessary, the device 1 can be pulled up by a required dimension,
Similarly, a packer 38' and a gelling material layer 39' are provided above it.
The formed structure is shown in FIG. 14, and this process can be repeated as many times as necessary. In the above example, notches were formed at the upper and lower parts of the outer valve and at the lower part of the inner valve, but holes may be formed in place of these notches. , it goes without saying that any changes can be made without departing from the scope of the claims, and since many applicable gelling materials have already been provided, any suitable one can be selected.

この発明は前記のようであるから、外管にボーリング水
を供給してその先端から外部に注水しながら掘削を行い
、所望深度の孔を掘削し終えたら、孔内に設置したまま
ボーリング水の供給を中止するとともに、内外管を介し
て藤縞型ゲル化材構成材を供給して孔底より所定寸度だ
け上方の孔隙に外管の上部孔を通して瞬結型ゲル化材を
注出して、これにより該部にパッカを形成し、この形成
が終了したら内管に長結型ゲル化材を供給して、外管の
下部孔を通してパッカの下方に長結型ゲル化材を注出し
、このようにして長結型ゲル化材の孔外への溢出をパッ
カによって防止しつつ、該ゲル化材をパッカの下部の孔
墜に浸透注入させて、地盤の強化と浸水性の低下を確実
に実現することができ、そのための作業は供給液体の選
択だけといってよいほど他の操作を必要とせず、このよ
うにして簡単な操作により、能率よく薬液の注入を行う
ことができる。
Since this invention is as described above, drilling is performed while supplying boring water to the outer pipe and injecting water to the outside from the tip of the outer pipe, and after drilling a hole of a desired depth, the boring water is supplied to the outer pipe while the pipe is installed inside the hole. At the same time, the supply is stopped, and the wisteria-striped gelling material is supplied through the inner and outer tubes, and the instant setting gelling material is poured out through the upper hole of the outer tube into the hole at a predetermined distance above the hole bottom. With this, a packer is formed in the part, and when this formation is completed, a long-head gelling material is supplied to the inner tube, and the long-head gelling material is poured out below the packer through the lower hole of the outer tube. In this way, the packer prevents the long-set gelling material from spilling out of the hole, while injecting the gelling material into the hole at the bottom of the packer, thereby strengthening the ground and reducing water infiltration. This can be accomplished by simply selecting the liquid to be supplied, without requiring any other operations, and in this way, the chemical solution can be injected efficiently with simple operations.

また内管に穿設した第1、2孔は同一高さに位置してい
るので、内外側弁のストロークが小さくなって異物の咳
み込みを抑制することができ、さらに外管内から内管内
への液体の流入と、合流して混合した液体の流出とは同
一高さの第1、2孔によってなされるので、液体の逆流
が起こることがなく、管の閉塞を防止できるのに加えて
、構成も簡単であって、保守も容易である等のすぐれた
効果をもつものである。
In addition, since the first and second holes drilled in the inner tube are located at the same height, the stroke of the inner and outer valves becomes smaller, suppressing the coughing up of foreign objects. Since the inflow of liquid into the tube and the outflow of the combined and mixed liquid are done through the first and second holes at the same height, there is no backflow of liquid, which prevents blockage of the pipe. It has excellent effects such as simple configuration and easy maintenance.

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

第1図はこの発明の薬液注入装置の実施例の縦断正面図
、第2図は外側弁の斜視図、第3図は内側弁の斜視図、
第4図は第1図のものの掘削時における状態を示す縦断
正面図、第5図は第1図のものの瞬給ゲル化材注入時に
おける状態を示す縦断正面図、第6図は第1図のものの
長結ゲル化材注入時における状態を示す縦断正面図、第
7図は第4図の線W−肌に沿って得た横断面図、第8図
は第5図の線肌一肌に沿って得た横断面図、第9図は第
6図の線×一Kに沿って得た横断面図、第10図はこの
発明のものの使用時における材料供給系統を示す線図、
第10図乃至第14図はこの発明のものを使用しての工
法の順序を示す概略図である。 1・・・・・・薬液注入装置、2・・…・内管、3・・
・・・・外管、4・・・…掘削刃、5・・・・・・底壁
、6…・・・外側弁、7・・・・・・弁室、8・・・・
・・ばね、10・・…・上部切欠点、11・・・・・・
下部切欠部、12・・・・・・孔、13・・・・・・内
側弁、15・・・・・・ばね、17…・・・切欠部、1
8・・・・・・第1孔、19・…・・第2孔、20・・
・・・・上部孔、21・・・・・・下部孔。 錆ー図 策2図 第3図 第4図 箱5図 第6図 策7図 鷺8図 第9図 器の図 帯ll図 鷺に図 稀l3図 鷺ー4図
FIG. 1 is a longitudinal sectional front view of an embodiment of the chemical liquid injector of the present invention, FIG. 2 is a perspective view of the outer valve, and FIG. 3 is a perspective view of the inner valve.
Fig. 4 is a vertical sectional front view showing the condition of the item in Fig. 1 during excavation, Fig. 5 is a longitudinal sectional front view showing the condition of the item in Fig. 1 during injection of instant gelling material, and Fig. 6 is the same as Fig. 1. 7 is a cross-sectional view taken along the line W-skin in FIG. 4, and FIG. 8 is a cross-sectional view taken along the line W-skin in FIG. 5. 9 is a cross-sectional view taken along the line x 1K in FIG. 6, and FIG. 10 is a line diagram showing the material supply system when the invention is used.
FIGS. 10 to 14 are schematic diagrams showing the order of the construction method using the device of the present invention. 1... Chemical injection device, 2... Inner tube, 3...
...Outer pipe, 4...Drilling blade, 5...Bottom wall, 6...Outer valve, 7...Valve chamber, 8...
...Spring, 10...Top notch, 11...
Lower notch, 12...hole, 13...inner valve, 15...spring, 17...notch, 1
8...First hole, 19...Second hole, 20...
... Upper hole, 21... Lower hole. Rust - Plan 2 Figure 3 Figure 4 Box 5 Figure 6 Figure 7 Figure Heron 8 Figure 9 Equipment diagram Band ll Figure Heron Rare l 3 Figure Heron - 4 Figure

Claims (1)

【特許請求の範囲】[Claims] 1 先端に掘削刃を具えた外管内に、外管との間に底壁
が設けられた内管を配置して、底壁の上方において内外
管間に弁室を形成し、前記弁室内及び内管内に常時上昇
傾向を付与された外側弁及び内側弁を、それぞれ弁室壁
面及び内管壁面を摺動するように配置し、外管の上下部
に孔を設けるとともに、内管に同一高さに位置しかつ円
周方向に所定の間隔を置いた第1孔および第2孔を設け
、外側弁の上部に円周方向に所定の間隔を置いた連通部
および孔を設けるとともに、下部に連通部を設け、さら
に内側弁の下部に連通部を設け、外側弁のみが下降した
際は、内管の第1孔と外側弁の上部連通部とが連通して
、外管に供給した液体が内管の先端から注出され、内外
側弁が下降した際は、内管の第1孔と外側弁の上部連通
部とが連通するとともに、内管の第2孔と外管の上部孔
とが外側弁の孔を介して連通して、内外管に供給した液
体が外管の上部孔から注出され、内側弁のみが下降した
際は内管の第1孔と外側弁の下部連通部とが連通して、
内管に供給した液体が外管の下部孔から注出されるよう
になっていることを特徴とする薬液注入装置。
1. An inner tube with a bottom wall provided between the outer tube and the outer tube is disposed within an outer tube having a cutting blade at the tip, and a valve chamber is formed between the inner and outer tubes above the bottom wall, and a valve chamber is formed between the inner and outer tubes above the bottom wall. An outer valve and an inner valve, which are always upwardly inclined, are placed in the inner pipe so as to slide on the valve chamber wall and the inner pipe wall, respectively. A first hole and a second hole are provided at a predetermined interval in the circumferential direction, and a communication part and a hole are provided at a predetermined interval in the circumferential direction in the upper part of the outer valve, and a communication part and a second hole are provided in the lower part. A communication part is provided, and a communication part is further provided at the lower part of the inner valve, so that when only the outer valve is lowered, the first hole of the inner pipe and the upper communication part of the outer valve communicate with each other, and the liquid supplied to the outer pipe is is poured out from the tip of the inner tube and the inner and outer valves descend, the first hole of the inner tube and the upper communication part of the outer valve communicate, and the second hole of the inner tube and the upper hole of the outer tube communicate with each other. The liquid supplied to the inner and outer pipes is poured out from the upper hole of the outer pipe, and when only the inner valve is lowered, the first hole of the inner pipe and the lower part of the outer valve communicate with each other through the hole of the outer valve. The department communicates with
A chemical liquid injector characterized in that a liquid supplied to an inner tube is poured out from a lower hole of an outer tube.
JP11978781A 1981-07-30 1981-07-30 Chemical injection device Expired JPS603574B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11978781A JPS603574B2 (en) 1981-07-30 1981-07-30 Chemical injection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11978781A JPS603574B2 (en) 1981-07-30 1981-07-30 Chemical injection device

Publications (2)

Publication Number Publication Date
JPS5820820A JPS5820820A (en) 1983-02-07
JPS603574B2 true JPS603574B2 (en) 1985-01-29

Family

ID=14770207

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11978781A Expired JPS603574B2 (en) 1981-07-30 1981-07-30 Chemical injection device

Country Status (1)

Country Link
JP (1) JPS603574B2 (en)

Also Published As

Publication number Publication date
JPS5820820A (en) 1983-02-07

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