JPS5833332B2 - Chemical injection device - Google Patents
Chemical injection deviceInfo
- Publication number
- JPS5833332B2 JPS5833332B2 JP55175765A JP17576580A JPS5833332B2 JP S5833332 B2 JPS5833332 B2 JP S5833332B2 JP 55175765 A JP55175765 A JP 55175765A JP 17576580 A JP17576580 A JP 17576580A JP S5833332 B2 JPS5833332 B2 JP S5833332B2
- Authority
- JP
- Japan
- Prior art keywords
- valve
- hole
- tube
- liquid
- outer 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
Links
Landscapes
- 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内管を配置し、さらにそ
の下部において、内管の先端を閉塞する弁体及び内管と
外管との間の弁室内を上下動する弁体を装着し、後者の
弁体はその上昇位置にあっては、内外管の管壁に穿設し
た上部孔を、また下降位置にあっては、内外管の管壁に
穿設した下部孔を外部と連通させるようにした薬液注入
装置は、この出願人によって出願された特願昭5462
822号0持開昭55−155815号)にみられるよ
うにすでに提案されている。An inner tube is placed inside an outer tube that has a cutting blade at its tip, and a valve body that closes the tip of the inner tube and a valve body that moves up and down in the valve chamber between the inner tube and the outer tube are installed below it. However, when the latter valve body is in its raised position, it connects the upper hole bored in the wall of the inner and outer pipes, and in its lowered position, it connects the lower hole bored in the wall of the inner and outer pipes with the outside. A chemical liquid injector with communication is disclosed in Japanese Patent Application No. 5462 filed by this applicant.
822, No. 155,815).
ところでこの装置は、内管内に配置した弁体が孔の掘削
時には装着せず、薬液注入時にはじめて内管内に装着す
るようになっているため、薬液注入時に作業者がその装
着を忘れて作業し、所期の目的を達成できないというよ
うなことが生ずるという欠点があった。By the way, with this device, the valve body placed inside the inner pipe is not attached when drilling a hole, but is attached to the inner tube only when the chemical solution is injected, so there is a risk that the operator may forget to put it on when injecting the chemical solution. However, there was a drawback that the intended purpose could not be achieved.
そこでこの発明は、前記のような既提案の装置のもつ欠
点を排除し、しかも構造が簡単で操作が容易な薬液注入
装置を提供するにある。SUMMARY OF THE INVENTION Therefore, the object of the present invention is to provide a chemical liquid injection device which eliminates the drawbacks of the previously proposed devices as described above, and which has a simple structure and is easy to operate.
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.
図面において、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は底壁5で閉
鎖されている。In the drawing, the injection device 1 is a double tube consisting of inner and outer tubes 2 and 3, and a digging blade 4 is provided at the tip of the outer tube 3. Above this, the inner and outer tubes 2 and 3 are connected to a bottom wall 5. 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に常時上昇傾向を付与し、弁6はス
トッパ9によって上限位置が決められており、弁6の上
部には横向孔10が穿設されている。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, the upper limit position of the valve 6 is determined by the stopper 9, and a horizontal hole 10 is bored in the upper part of the valve 6.
内管2内には筒状の内側弁11が管壁に沿って摺動する
ように配置され、この弁11の底面と、内管2内に設け
た受座13の上面との間には伸長ばね12が装入されて
いて、このばね12により弁11に常時上昇傾向を付与
し、弁11はストッパ14によって上限位置が決められ
ており、弁11には横孔15と縦孔16とからなる丁字
形孔が穿設されている。A cylindrical inner valve 11 is arranged inside the inner tube 2 so as to slide along the tube wall, and between the bottom surface of this valve 11 and the upper surface of a seat 13 provided inside the inner tube 2. An extension spring 12 is installed, and this spring 12 always gives the valve 11 an upward tendency.The upper limit position of the valve 11 is determined by a stopper 14.The valve 11 has a horizontal hole 15 and a vertical hole 16. A T-shaped hole consisting of
弁室7部分において、内管2の管壁の上下部には弁11
の上昇時に弁11の横孔15と一致し、かつ下降時に開
口する上部孔17及び上昇時に閉鎖され、下降時に開口
して弁室7と連通ずる下部孔18がそれぞれ穿設されて
いる。In the valve chamber 7 portion, valves 11 are provided at the upper and lower parts of the pipe wall of the inner pipe 2.
An upper hole 17 that coincides with the horizontal hole 15 of the valve 11 when the valve is raised and opens when the valve is lowered, and a lower hole 18 that is closed when the valve is raised and opens when it is lowered to communicate with the valve chamber 7 are formed.
弁室7部分において、外管3の管壁の上下部には外側弁
6の上昇時に閉鎖され、かつ下降時に横向孔10と一致
する上部孔19及び常時開口する下部孔20がそれぞれ
穿設されている。In the valve chamber 7 portion, an upper hole 19 and a lower hole 20 that are always open are bored in the upper and lower parts of the pipe wall of the outer tube 3, respectively, and the upper hole 19 is closed when the outer valve 6 rises and coincides with the horizontal hole 10 when the outer valve 6 is lowered. ing.
前記のような注入装置1の内外管2,3に、第5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。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.
該図において、21は長語型ゲル化材槽で配管22によ
り内管2に接続され、この配管22にポンプ23及び弁
24が配置されている。In the figure, reference numeral 21 denotes a long type gelling material tank, which is connected to the inner pipe 2 by a pipe 22, and a pump 23 and a valve 24 are arranged in the pipe 22.
26は硬化剤槽で配管27により外管3に接続され、配
管27にはポンプ28及びその前後に弁29.30がそ
れぞれ配置され、弁29にはポーリング水の水槽31が
配管32により接続されている。26 is a curing agent tank connected to the outer pipe 3 by a pipe 27, a pump 28 and valves 29 and 30 are arranged before and after the pump 27, respectively, and a polling water tank 31 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.
■、孔の掘削作業(第2,6図)
注入装置1の外管3内にポンプ28によって水槽31か
らポーリング水を供給し、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。(2) Hole excavation work (Figures 2 and 6) Polling 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 rotating, the ground is Excavation will be carried out on 36th.
この際外管3内に供給された水は、その圧力によって弁
6をはね8の押上刃に抗して、内管2の上部孔17より
下方にまで下降する。At this time, the water supplied into the outer tube 3 moves the valve 6 downwardly through the upper hole 17 of the inner tube 2 against the push-up blade of the spring 8 due to its pressure.
このようにして弁6を下降させた水は第2図矢印に示す
ように孔17.弁11の孔15,16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3Tを形成する。The water thus lowered through the valve 6 flows through the hole 17 as shown by the arrow in FIG. It enters the inner pipe 2 through the holes 15 and 16 of the valve 11, and is discharged from the tip of the device 1 into the drilled hole 37, thus forming the drilled hole 3T of a predetermined depth.
2、瞬結型ゲル化材の注入(第3,7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によって長語型ゲル化材を、
又ポンプ28によって外管3に硬化剤を同時に供給する
。2. Injection of instant setting type gelling material (Figures 3 and 7) When the drilling of the borehole 37 is completed as described above, the water supply to the outer pipe 3 is stopped, and the inner pipe 2 is injected with the pump 24. mold gelling material,
Further, the curing agent is simultaneously supplied to the outer tube 3 by the pump 28.
これにより弁6,11は第3図に示すように、ばね8,
12の押上刃に抗して同時に下降し、内管の上下部孔1
7.18が開口し、孔18は弁6の横向孔10及び外管
3の上部孔19と連通ずるようになる。As a result, the valves 6, 11 are activated by the springs 8, 11, as shown in FIG.
The upper and lower holes 1 of the inner tube are simultaneously lowered against the push-up blades 12 and
7.18 is opened, and the hole 18 communicates with the transverse hole 10 of the valve 6 and the upper hole 19 of the outer tube 3.
孔17,1Bの開口によって長語型ゲル化材と硬化剤と
は、弁11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瞬結型ゲル
化材は孔19から孔隙に注出され、第7図示のように孔
隙にパツカ38が形成される。Through the openings of the holes 17 and 1B, the long gelling material and the curing agent are mixed in the inner pipe 2 at the upper part of the valve 11 to form an instant-setting gelling material, and the instantaneous gelling material thus constituted is The gelling material is poured into the pores from the holes 19, and a packer 38 is formed in the pores as shown in the seventh figure.
3、長語型ゲル化材の注入(第4,8図)前記のように
してパツカ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への長語型ゲル化材の供給のみを続
行する。3. Injection of long-form gelling material (Figs. 4 and 8) Once the packa 38 is formed as described above, the supply of hardening agent to the outer tube 3 is stopped, and the long-form gelling material is injected into the inner tube 2. Only the supply of gelling material continues.
これにより弁6のみがばね8の押上刃によって当初位置
に復帰し、孔19を閉鎖するが、弁11はそのままの位
置にあるので、内管2の下部孔18は開口している。As a result, only the valve 6 is returned to its original position by the push-up blade of the spring 8, closing the hole 19, but since the valve 11 remains in the same position, the lower hole 18 of the inner tube 2 is open.
そこで内管2内に供給された長語型ゲル化材は、ここか
ら外管3内に出て外管3の管壁に穿設した下部孔20か
ら第8図示のようにパツカ38の下方の孔隙に注出され
、孔壁に浸透注入されて畏縮型ゲル化材層39が形成さ
れる。Therefore, the long gelling material supplied into the inner tube 2 exits from here into the outer tube 3 and passes through the lower hole 20 bored in the tube wall of the outer tube 3 to the lower part of the packer 38 as shown in the eighth figure. It is injected into the pores and injected into the pore walls to form a shrink-type gelling material layer 39.
このようにして孔37の底部に不透水性であって地盤強
化用のゲル化材層が形成されるが、さらに必要に応じて
装置1を所要寸度だけ引上げ、その上方に同様にゲル化
材層3B’、 39’を形成したものを第9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えす
ことができる。In this way, an impermeable gelling material layer for ground reinforcement is formed at the bottom of the hole 37, but if necessary, the device 1 can be pulled up by the required amount and the gelling material layer above it can be similarly formed. FIG. 9 shows the material layers 3B' and 39' formed thereon.
This process can be repeated as many times as necessary.
前記したものは単なる一例にすぎず、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。It goes without saying that the above-mentioned material is merely an example, and that it can be modified at will as long as it has a similar function without departing from the scope of the claims. Since they are provided, you can choose any suitable one.
この発明は前記のようであるから、外管にポーリング水
を供給してみ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
ポーリング水の供給を中止するとともに、内外管を介し
て瞬結型ゲル仕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、これにより鉄部にパツカを形成し、この形成
が終了したら内管に長語型ゲル化材を供給して、外管の
下部孔を通してパツカの下方に長語型ゲル化材を注出し
、このようにして長語型ゲル化材の孔外への浴出をパツ
カによって防止しつつ、該ゲル化材をパツカの下部の孔
壁に浸透注入させて、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
ことができるのに加えて、構造も簡単であって、保守も
容易である等のすぐれた効果をもつものである。Since this invention is as described above, drilling is performed while supplying polling water to the outer pipe and injecting water to the outside from the tip of the pipe, and after drilling a hole of a desired depth, the polling water is supplied to the outer pipe while the water is being poured into the hole. At the same time, the instant-setting gel material is supplied through the inner and outer tubes, and the instant-setting gel material is poured into the hole at a predetermined distance above the hole bottom through the upper hole of the outer tube. This forms a patch on the iron part, and once this formation is complete, supply the long gelling material to the inner tube, and pour out the long gelling material below the patch through the lower hole of the outer tube. In this way, while preventing the long gelling material from leaking out of the hole, the gelling material is injected into the hole wall at the bottom of the hole, strengthening the ground and reducing water infiltration. This can be achieved reliably, and no other operations are required, so much so that the only work required to achieve this is the selection of the liquid to be supplied, and in this way, the chemical solution can be injected efficiently with simple operations. In addition, it has excellent effects such as simple structure and easy maintenance.
第1図はこの発明の実施例の縦断正面図、第2図は同上
のものの掘削時における状態を示す縦断正面図、第3図
は同上のものの瞬結ゲル仕材注入時における状態を示す
縦断正面図、第4図は同上のものの長語ゲル仕材注入時
における状態を示す縦断正面図、第5図は同上のものの
使用時における材料供給系を示す線図、第6図乃至第9
図は、この発明による工法の順序を示す概略図である。
1・・・・・・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・・・・・・横向孔、11・・
・・・・内側弁、12・・・・・・ばね、16・・・・
・・縦孔、17・・・・・・上部孔、18・・・・・・
下部孔、19・・・・・・上部孔、20・・・・・・下
部孔、36・・・・・・地盤、37・・・・・・削孔、
38・・・・・・パツカ、15・・・・・・横孔。Fig. 1 is a longitudinal sectional front view of an embodiment of the present invention, Fig. 2 is a longitudinal sectional front view of the same as the above, showing the state during excavation, and Fig. 3 is a longitudinal sectional view of the same as the above, showing the state during injection of flash-setting gel material. 4 is a longitudinal sectional front view showing the state of the same as above when the long gel material is injected, FIG. 5 is a line diagram showing the material supply system when using the same as above, and FIGS. 6 to 9
The figure is a schematic diagram showing the order of the construction method according to the present invention. 1...Injection device, 2...Inner tube, 3...
...Outer tube, 4...Drilling blade, 5...
Bottom wall, 6... Outer valve, 7... Valve chamber, 8
...Spring, 10...Horizontal hole, 11...
...Inner valve, 12... Spring, 16...
...Vertical hole, 17... Upper hole, 18...
Lower hole, 19... Upper hole, 20... Lower hole, 36... Ground, 37... Drilling,
38...Patsuka, 15...Horizontal hole.
Claims (1)
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、弁室を構成す
る内外管壁の上下部及び内外側弁に孔を設け、外管に供
給した液体の液体圧によって外側弁が下降した際は、内
管の上部孔と内側弁の孔とが連通して、前記液体が内管
の先端から注出され、内外管に供給した液体の液体圧に
よって内外側弁が下降した際は、内管の上部孔が外管と
連通ずるとともに、外管の上部孔が外側弁の孔を介して
内管の下部孔と連通して、前記液体が外管の上部孔から
注出され、内管に供給した液体の液体圧によって内側弁
が下降した際は、内外管の下部孔が連通して、前記液体
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 given an upward tendency, are arranged in the inner pipe so as to slide on the valve chamber wall surface and the inner pipe wall surface, respectively, and the outer valve and the inner valve are arranged so as to slide on the valve chamber wall surface and the inner pipe wall surface, respectively. A hole is provided, and when the outer valve is lowered by the liquid pressure of the liquid supplied to the outer tube, the upper hole of the inner tube and the hole of the inner valve communicate with each other, and the liquid is poured out from the tip of the inner tube, When the inner and outer valves are lowered by the liquid pressure of the liquid supplied to the inner and outer tubes, the upper hole of the inner tube communicates with the outer tube, and the upper hole of the outer tube communicates with the lower hole of the inner tube through the hole of the outer valve. When the liquid is poured out from the upper hole of the outer tube and the inner valve is lowered by the pressure of the liquid supplied to the inner tube, the lower holes of the inner and outer tubes communicate with each other and the liquid is poured out. A liquid injector characterized in that the liquid medicine is poured out from the lower hole of the tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55175765A JPS5833332B2 (en) | 1980-12-15 | 1980-12-15 | Chemical injection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55175765A JPS5833332B2 (en) | 1980-12-15 | 1980-12-15 | Chemical injection device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57100214A JPS57100214A (en) | 1982-06-22 |
| JPS5833332B2 true JPS5833332B2 (en) | 1983-07-19 |
Family
ID=16001860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55175765A Expired JPS5833332B2 (en) | 1980-12-15 | 1980-12-15 | Chemical injection device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5833332B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100631397B1 (en) | 2003-11-26 | 2006-10-04 | 주식회사 오륙개발 | Grouting reaming device and the construction work method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5281912A (en) * | 1975-12-27 | 1977-07-08 | Toshima Kensetsu Kogyo Kk | Method of and apparatus for impregnation with subsoil solidifying agent |
-
1980
- 1980-12-15 JP JP55175765A patent/JPS5833332B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57100214A (en) | 1982-06-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4827109B1 (en) | Injection pipe device and ground injection method | |
| JP4848553B2 (en) | Injection pipe device and injection method | |
| JP4737332B2 (en) | Ground improvement method and ground improvement equipment | |
| CN107747312A (en) | A kind of method of sand and gravel stratum well cementing construction | |
| CN110278936B (en) | A combined filling and infiltration grouting method for termites in dams | |
| JPS5833332B2 (en) | Chemical injection device | |
| CN214741219U (en) | Disposable hole sealing structure | |
| JP3449613B2 (en) | Ground injection method and its equipment | |
| JP2647572B2 (en) | Ground improvement method | |
| CN110029999B (en) | Orifice closed hole internal circulation deep-seated part soluble rock grouting method | |
| KR100463104B1 (en) | Pillar-shaped hardening structure formation equipment and the formation method of leading cement milk pressure injection | |
| JPS602450B2 (en) | Chemical injection device | |
| JPS5830966B2 (en) | Chemical injection method | |
| JP2011140872A (en) | Ground improvement method and device | |
| KR102297431B1 (en) | High pressure grouting injection equipment | |
| KR102664577B1 (en) | the improved grout rapid-set injection device with slime emission and pressure control | |
| TWI260361B (en) | Ground grouting device and ground grouting construction method | |
| CN113529703B (en) | Double-liquid sealing grouting leakage-stopping construction method for foundation pit support anchor cable leakage | |
| JPS603576B2 (en) | Chemical injection device | |
| JP2838390B2 (en) | Strainer tube and its installation method, and chemical solution injection method using strainer tube | |
| JPH0468109A (en) | Injection method with horizontal sleeve | |
| JP2000336641A (en) | Soil improving agent injecting method and soil improving agent injection device | |
| JPS603575B2 (en) | Chemical injection device | |
| JPS603574B2 (en) | Chemical injection device | |
| CN223135112U (en) | A pile foundation grouting reinforcement device |