JPS602450B2 - Chemical injection device - Google Patents
Chemical injection deviceInfo
- Publication number
- JPS602450B2 JPS602450B2 JP147881A JP147881A JPS602450B2 JP S602450 B2 JPS602450 B2 JP S602450B2 JP 147881 A JP147881 A JP 147881A JP 147881 A JP147881 A JP 147881A JP S602450 B2 JPS602450 B2 JP S602450B2
- Authority
- JP
- Japan
- Prior art keywords
- hole
- valve
- inner tube
- gap
- tip
- 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
- 238000002347 injection Methods 0.000 title 1
- 239000007924 injection Substances 0.000 title 1
- 239000000126 substance Substances 0.000 title 1
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、内外管の管肇に穿設し
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蓮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磯昭弘一62
822号(特関昭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 the raised position, it connects the upper hole bored in the sleeve of the inner and outer tubes, and in the lowered position, it connects the lower hole bored in the wall of the inner and outer tubes with the outside. A liquid medicine injector designed to pass through a lotus is disclosed in Tokuiso Akikoichi 62 filed by this applicant.
It has already been proposed as seen in No. 822 (Special Seki No. 55-155815).
ところでこの装置は、内管内に配置した升体が孔の掘削
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 square body placed inside the inner tube 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設暁する。The present invention will be established below with reference to embodiments shown in the drawings.
第1,2図には注入装置1が示されており、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
先端には掘削刃4が設けられており、この掘削刃の上方
において内外管2,3間の間隙6は、内管2の先端に設
けた環状壁5によって閉塞されている。内管2内には環
状壁5および内管2の先端付近の内面を摺動する筒状の
弁8が配置されており、弁8は下端部に環状壁5の下面
に係止するフランジ部9が形成され、このフランジ部9
の底面と、外管2の先端の内壁に設けた受座10の上面
との間に伸長ばね11が菱入されていて、このばね11
により弁8は常時上昇傾向を付与されている。In FIGS. 1 and 2, an injection device 1 is shown.
is a double pipe consisting of inner and outer pipes 2 and 3, and a cutting blade 4 is provided at the tip of the outer pipe 3, and a gap 6 between the inner and outer pipes 2 and 3 is formed above the cutting blade. It is closed by an annular wall 5 provided at the tip of the tube 2. A cylindrical valve 8 that slides on the annular wall 5 and the inner surface near the tip of the inner tube 2 is disposed inside the inner tube 2, and the valve 8 has a flange portion at its lower end that engages with the lower surface of the annular wall 5. 9 is formed, and this flange portion 9
An extension spring 11 is inserted between the bottom surface of the outer tube 2 and the upper surface of the catch seat 10 provided on the inner wall of the tip of the outer tube 2.
Therefore, the valve 8 is always given an upward tendency.
弁8はフランジ部9が環状壁5の下面に係止する位置が
上昇位魔となっており、この弁8には横孔12と縦孔1
3とからなるT字形孔が穿設され、縦孔13は外管2の
先端の空隙7に開放している。前記環状壁5には、弁8
の上昇時にこの弁8によって閉鎖される横向きの下部孔
14が穿設され、また内管2の環状壁5の上部には、弁
8の上昇時に該弁に設けた横孔12と蓮適する上部孔1
5が穿設されている。The valve 8 is raised at the position where the flange portion 9 engages with the lower surface of the annular wall 5, and the valve 8 has a horizontal hole 12 and a vertical hole 1.
A T-shaped hole consisting of 3 is bored, and the vertical hole 13 opens into the cavity 7 at the tip of the outer tube 2. A valve 8 is provided in the annular wall 5.
A lower transverse hole 14 is drilled in the annular wall 5 of the inner tube 2, which is closed by this valve 8 when the valve 8 is raised, and an upper part that fits into the transverse hole 12 provided in the valve when the valve 8 is raised. Hole 1
5 is drilled.
また外管3には環状壁5の下部孔14と常時運通する孔
16が穿設されている。前記のような注入装置1の内管
2内および内外管2,3の間隙6内に第3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。Further, the outer tube 3 is provided with a hole 16 which is in continuous communication with the lower hole 14 of the annular wall 5. A required material source is supplied into the inner tube 2 and the gap 6 between the outer and outer tubes 2 and 3 of the injection device 1 as shown in FIG. 3.
該図において、17は硬化剤槽で配管18により内管2
に接続され、この配管18にポンプ19及び弁20が設
置されている。21は長結型ゲル化材槽で配管22によ
り外管3に接続され、配管22にはポンプ23及びその
前後に弁24,25がそれぞれ設置され、弁25にはボ
ーリング水の水槽26が配管27により接続されている
。In the figure, 17 is a curing agent tank, which is connected to the inner pipe 2 by a pipe 18.
A pump 19 and a valve 20 are installed in this piping 18. Reference numeral 21 denotes a long gelling material tank connected to the outer pipe 3 by a pipe 22, a pump 23 and valves 24 and 25 installed before and after the pump 22, respectively, and a boring water tank 26 connected to the valve 25. 27.
前記のものにより地盤28に対する孔29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 29 in the ground 28 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1,4図)
注入装置1の間隙6にポンプ23によって水槽26から
ボ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28に掘削を行う。1. Hole excavation work (Figures 1 and 4) Boring water is supplied from the water tank 26 by the pump 23 to the gap 6 of the injection device 1, and while the device 1 is rotated, excavation is performed in the ground 28 in the same manner as a normal excavation method. I do.
この際、間隙6に供給された水は、内管2の上部孔15
、弁8の横孔12および縦孔13を経て、外管3の先端
の空隙7に流れ込んだのちに孔29内に洋出され、この
ようにして所定深さの削孔29を形成する。At this time, the water supplied to the gap 6 flows through the upper hole 15 of the inner pipe 2.
, through the horizontal hole 12 and vertical hole 13 of the valve 8, flows into the gap 7 at the tip of the outer tube 3, and then is discharged into the hole 29, thus forming a drilled hole 29 of a predetermined depth.
2 瞬結型ゲル化材の注入(第2,5図)前言己のよう
にして削孔29の掘削が終了したら、間隙6への給水を
停止し、内管2内にポンプ19によって硬化剤を、又ポ
ンプ23によって間隙6に長結型ゲル化材を同時に供給
する。2. Injection of instant-setting gelling material (Figures 2 and 5) When the drilling of the borehole 29 is completed as described above, the water supply to the gap 6 is stopped, and the curing agent is injected into the inner pipe 2 by the pump 19. and a long-form gelling material are simultaneously supplied to the gap 6 by the pump 23.
これにより弁8には上方からの水圧が作用することから
、弁8は第2図に示すように、ばね11の押上力に抗し
て下降し、環状壁5に設けた下部孔14が関口し、下部
孔14は内管2内と蓮適するようになる。この下部孔1
4の閉口によって、間隙6から内管2の上部孔15を経
て内管2内に流れ込んだ長綾型ゲル化材と内管2内の硬
化剤とが、弁8の上方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
下部孔14および外管の孔16を経て肖り孔29に注出
され、第5図示のように削孔29にパッカ30が形成さ
れる。3 長綾型ゲル化材の注入(第1,6図)前記の
ようにしてパッカ30が形成されたら、内管2内への硬
化剤の供給を停止し、間隙6への長綾型ゲル化材の供給
のみを続行する。As a result, water pressure acts on the valve 8 from above, so that the valve 8 descends against the upward force of the spring 11, as shown in FIG. However, the lower hole 14 fits inside the inner tube 2. This lower hole 1
4, the long-twilled gelling material that has flowed into the inner tube 2 from the gap 6 through the upper hole 15 of the inner tube 2 and the hardening agent in the inner tube 2 are mixed above the valve 8 and instantaneously. The instant gelling material thus formed is poured into the port hole 29 through the lower hole 14 and the hole 16 in the outer tube, and is cut as shown in the fifth figure. A packer 30 is formed in the hole 29. 3. Injecting the long twill gelling material (Figs. 1 and 6) Once the packer 30 is formed as described above, the supply of the curing agent into the inner tube 2 is stopped, and the long twill gelling material is injected into the gap 6. Only the supply of recycled materials will continue.
これにより弁8はばね11の押上力によって当初位置に
復帰し、第1図で示したボーリング水の供給時と同様に
環状壁5の下部孔14が閉鎖される。そこで間隙6内に
供給された長綾型ゲル化材は、内管2の上部孔15、弁
8の横孔12および縦孔13を経て、外管2の先端の空
隙7に流れ込んだのちに第6図示のようにパッカ30の
下方の削孔29に注出され、孔墜に浸透注入されて最縞
型ゲル化材層31が形成される。このようにして孔29
の底部に不透水性であって地盤強化用のゲル化材層31
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、その上方に同機にゲル化材層31′を形成
したものを第7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。As a result, the valve 8 is returned to its initial position by the upward force of the spring 11, and the lower hole 14 of the annular wall 5 is closed in the same manner as when the boring water is supplied as shown in FIG. Therefore, the long twill gelling material supplied into the gap 6 passes through the upper hole 15 of the inner tube 2, the horizontal hole 12 and the vertical hole 13 of the valve 8, and then flows into the gap 7 at the tip of the outer tube 2. As shown in FIG. 6, it is poured into the drilled hole 29 below the packer 30, and is injected into the hole to form the most striped gelling material layer 31. In this way, hole 29
A gelling material layer 31 that is impermeable and for ground reinforcement is provided at the bottom of the
is formed, but if necessary, the device 1 is pulled up by the required size and a gelling material layer 31' is formed above it, as shown in FIG. 7. This can be repeated as many times as required.
前記したものは単なる1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。この発明は前記の
ようであるから、内外管の間隙にボーリング水を供給し
て装置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、内管および前記間隙
を介して瞬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に設けた孔を経て藤縞型ゲル
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ボーリング水の供給時と同様に、間
隙に長結型ゲル化材を供給して、装置の先端からパッカ
の下方に長結型ゲル化材を注出し、このようにして長綾
型ゲル化材の孔外への溢出をバ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壁に浸透注入させて、
地盤の強化と浸水性の低下と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。The above is just one example, and it goes without saying that it can be modified at will as long as it has the same function as long as it does not depart from the scope of the claims, and there are already many applicable gelling materials. are provided, so you can select the appropriate one. Since this invention is as described above, boring water is supplied to the gap between the inner and outer tubes, water is injected from the tip of the device to the outside while drilling is performed, and once a hole of a desired depth has been drilled, the device remains installed in the hole. At the same time, the supply of boring water is stopped, and the flash stripe-type gelling material is supplied through the inner tube and the above-mentioned gap to form wisteria stripes through the hole provided in the outer tube into the hole at a predetermined distance above the bottom of the hole. Pour out the mold gelling material to form a packer in the area, and once this formation is complete, supply the long gelling material into the gap in the same way as when supplying boring water, and then pour the gelling material into the gap from the tip of the device. A long-shaped gelling material is poured out below the packer, and in this way, the backer prevents the long-shaped gelling material from spilling out of the hole, and the gelling material penetrates into the hole wall at the bottom of the packer. Let me inject it,
It is possible to reliably strengthen the ground and reduce water infiltration, and the only work required for this purpose is the selection of the supply liquid, with no other operations required. In addition to being able to inject a chemical solution, it has a simple structure and has excellent effects such as easy maintenance.
第1図はこの発明の実施例の縦断正面図であって、掘削
時および長結型ゲル化材注入時における状態を示すもの
、第2図は同上のものの豚縞型ゲル化材注入時における
状態を示す縦断正面図、第3図は同上のものの材料供給
系統を示す線図、第4図乃至第7図はこの発明による工
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・・・・・・環状
壁、6・・・・・・間隙、7・・・・・・空隙、8……
弁、11…・・・ばね、12・・・・・・横孔、13・
…・・縦孔、14・・・…下部孔、15・・・・・・上
部孔、16・・・・・・孔、17・・・・・・硬化剤槽
、19,23…・・・ポンプ、21・・・・・・長結型
ゲル化材槽、26・・・・・・ボーリング水、28・・
・・・・地盤、29・・・・・・削孔、30,30′…
…パッカ、31,31′……ゲル化材層。
猪l図
策2図
第3図
篤4図
第5図
第6図
策7図FIG. 1 is a longitudinal sectional front view of an embodiment of the present invention, showing the state during excavation and injection of long-head type gelling material, and FIG. FIG. 3 is a diagram showing the material supply system of the same as above, and FIGS. 4 to 7 are schematic diagrams showing the order of the construction method according to the present invention. 1... Chemical injection device, 2... Inner tube, 3...
...Outer tube, 4...Drilling blade, 5...Annular wall, 6...Gap, 7...Void, 8...
Valve, 11...Spring, 12...Horizontal hole, 13.
... Vertical hole, 14 ... Lower hole, 15 ... Upper hole, 16 ... Hole, 17 ... Curing agent tank, 19, 23 ...・Pump, 21... Long gelling material tank, 26... Boring water, 28...
...Ground, 29...Drilling, 30,30'...
... Packer, 31, 31' ... Gelling material layer. Figure 2 Figure 3 Atsushi Figure 5 Figure 6 Figure 7
Claims (1)
内管を配置し、該内管の先端に前記間隙を閉塞する環状
壁を設け、該環状壁および内管の先端付近の内面を摺動
しかつ常時上昇傾向を付与された弁を配置し、前記環状
壁に横向きの孔を設けるとともに、該孔よりも上部の内
管に孔を設け、外管に環状壁の孔と常時連通する孔を設
け、前記弁にその上昇位置において内管の孔を介して前
記間隙と外管の先端とを連通する孔を設け、さらに前記
弁はこの位置において環状壁の孔を閉鎖するようになっ
ていることを特徴とする薬液注入装置。1. An inner tube is placed at a predetermined gap within an outer tube equipped with a digging blade at its tip, and an annular wall is provided at the tip of the inner tube to close the gap, and the annular wall and the inner surface near the tip of the inner tube are A valve that slides and always has an upward tendency is arranged, a horizontal hole is provided in the annular wall, a hole is provided in the inner tube above the hole, and a hole is provided in the outer tube that is always connected to the hole in the annular wall. a communicating hole is provided, and the valve is provided with a hole that communicates the gap with the tip of the outer tube through the hole in the inner tube in its raised position, and further such that the valve closes the hole in the annular wall in this position. A liquid drug injection device characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP147881A JPS602450B2 (en) | 1981-01-08 | 1981-01-08 | Chemical injection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP147881A JPS602450B2 (en) | 1981-01-08 | 1981-01-08 | Chemical injection device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57116825A JPS57116825A (en) | 1982-07-21 |
| JPS602450B2 true JPS602450B2 (en) | 1985-01-22 |
Family
ID=11502552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP147881A Expired JPS602450B2 (en) | 1981-01-08 | 1981-01-08 | Chemical injection device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS602450B2 (en) |
Families Citing this family (2)
| 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 |
| JP5831907B2 (en) * | 2012-03-22 | 2015-12-09 | 日特建設株式会社 | Expanding bit |
-
1981
- 1981-01-08 JP JP147881A patent/JPS602450B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57116825A (en) | 1982-07-21 |
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