JPH02217515A - Tip device of double-wall injecting pipe - Google Patents
Tip device of double-wall injecting pipeInfo
- Publication number
- JPH02217515A JPH02217515A JP3855089A JP3855089A JPH02217515A JP H02217515 A JPH02217515 A JP H02217515A JP 3855089 A JP3855089 A JP 3855089A JP 3855089 A JP3855089 A JP 3855089A JP H02217515 A JPH02217515 A JP H02217515A
- Authority
- JP
- Japan
- Prior art keywords
- tip
- tube
- injection
- pipes
- 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.)
- Pending
Links
- 229910052751 metal Inorganic materials 0.000 claims abstract description 18
- 239000002184 metal Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000002347 injection Methods 0.000 claims description 74
- 239000007924 injection Substances 0.000 claims description 74
- 238000005553 drilling Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 37
- 239000000126 substance Substances 0.000 abstract description 36
- 238000009412 basement excavation Methods 0.000 abstract description 9
- 239000000203 mixture Substances 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 39
- 239000000243 solution Substances 0.000 description 29
- 239000003814 drug Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 10
- 239000003795 chemical substances by application Substances 0.000 description 8
- 229940079593 drug Drugs 0.000 description 8
- 239000002131 composite material Substances 0.000 description 4
- 235000019353 potassium silicate Nutrition 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 4
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- LEQAOMBKQFMDFZ-UHFFFAOYSA-N glyoxal Chemical compound O=CC=O LEQAOMBKQFMDFZ-UHFFFAOYSA-N 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000008155 medical solution Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- LFYJSSARVMHQJB-QIXNEVBVSA-N bakuchiol Chemical compound CC(C)=CCC[C@@](C)(C=C)\C=C\C1=CC=C(O)C=C1 LFYJSSARVMHQJB-QIXNEVBVSA-N 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003349 gelling agent Substances 0.000 description 1
- 229940015043 glyoxal Drugs 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002952 polymeric resin Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【発明の詳細な説明】
「産業上の利用分野」
この発明は、軟弱地盤の止水や強化を目的とした薬液注
入工法に用いる注入管の先端装置。DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to an injection pipe tip device used in a chemical injection method for the purpose of water stopping and strengthening soft ground.
特に地盤の室孔に用いた二重管をそのまま薬液注入管と
して兼用する先端装置に関するものである。In particular, the present invention relates to an advanced device that uses a double pipe used in a hole in the ground as a chemical injection pipe.
「従来の技術、発明が解決せんとする問題点」通常、二
重管を用いた注入工法で最も多く使用されている方法は
、内管、外管からなる鋼鉄製の二重管の外管先端部にメ
タルクラウン(全孔ビット)を着装して所定の注入深度
まで室孔し、室孔に用いた二重管をそのまま注入管とし
て用いて、薬液を注入するものである。``Prior art and problems to be solved by the invention'' Usually, the method most commonly used in the injection method using double pipes is the outer pipe of double steel pipes consisting of an inner pipe and an outer pipe. A metal crown (full-hole bit) is attached to the tip, the chamber is drilled to a predetermined injection depth, and the double tube used for the chamber hole is used as an injection tube to inject the chemical solution.
即ち、第4図に従来の代表的な一例を示すように、内管
2と外管3とからなる鋼鉄製の二重管の外管3とメタル
クラウン5と接続管4とから構成され、外管3より短い
内管2の下方に混合室6が形成されている。That is, as shown in FIG. 4, a typical conventional example is composed of an outer tube 3 of a steel double tube consisting of an inner tube 2 and an outer tube 3, a metal crown 5, and a connecting tube 4. A mixing chamber 6 is formed below the inner tube 2, which is shorter than the outer tube 3.
上記のような従来の二重管の先端機構を持った装置で薬
液を注入した場合、次のような欠点がある。When a drug solution is injected using a conventional device having a double-tube tip mechanism as described above, there are the following drawbacks.
a)掘削現場等で湧水箇所の出水に使用する薬液はゲル
タイムが極端に短い瞬結であり、例^ば水ガラス(A液
)と塩化カルシウム(B液)を従来技術の二重管の先端
で合流(2シヨツト工法)すると、瞬結であるため注入
管(前記混合室6)内で一部分ゲルが生成され、その生
成ゲルを破壊して注入管先端から放出(注入)されるた
め止水効果が劣る欠点がある。a) The chemical solutions used to drain water from springs at excavation sites, etc. are instant-setting with an extremely short gel time. When they merge at the tip (two-shot method), gel is partially generated in the injection tube (the mixing chamber 6) because it is instantaneous, and the generated gel is destroyed and released (injected) from the tip of the injection tube, so it cannot be stopped. The disadvantage is that the water effect is inferior.
この欠点を解決するためには、内管と外管の先端を同じ
位置、即ち、外管のメタルクラウンと内管が同じ長さに
しなければならない。In order to solve this drawback, the tips of the inner tube and the outer tube must be in the same position, that is, the metal crown of the outer tube and the inner tube must have the same length.
しかし、内管の先端部が鋼鉄製であれば、地盤を掘削す
ることは不可能であり、また、外管とは別に内管の先端
にメタルクラウンを着装することは技術的に困難であり
、内管そのものの強度も不足しており、事実上不可能で
ある。However, if the tip of the inner tube is made of steel, it is impossible to excavate the ground, and it is technically difficult to attach a metal crown to the tip of the inner tube separately from the outer tube. However, the strength of the inner tube itself is insufficient, making it virtually impossible.
b)注入対象地盤が密な砂質土で被圧水の高いところ等
で従来の二重管で空孔する場合、通常断面積の大きい外
管に通水して行うが、ロツh (3m)を継ぎ足す等で
、通水を中断したときに内管内に被圧水が土砂を伴って
逆流し、内管を埋めることがある。b) When making a hole using a conventional double pipe in places where the target ground is dense sandy soil and the water pressure is high, water is usually passed through an outer pipe with a large cross-sectional area. ) When the flow of water is interrupted, such as by adding a pipe, pressurized water may flow back into the inner pipe with sediment, burying the inner pipe.
また、ポーリング水を内、外管双方に通水しても、同様
な現象が起こり、内管内に土砂を埋めることになる。Further, even if polling water is passed through both the inner and outer pipes, a similar phenomenon occurs, and the inner pipes are filled with earth and sand.
C)ゲルタイムが瞬結性(通常10〜20秒以下)の薬
液と緩結性(1分程度以上)の薬液を同一注入位置(注
入ステージ)で注入する二重管複合注入工法において、
外管に緩結性薬液を常時注入(このとき内管からの注入
は中止)しながら、これに内管より急結剤を合流して、
瞬結性薬液とする加圧注入工法の場合、瞬結性薬液を注
入して注入管周囲の空隙や地盤の粗い間隙に充填した後
、緩結性薬液を加圧注入するがこの時点で外管からの緩
結性薬液が内管内に逆流し、内管内にある急結剤とゲル
化反応して管内を閉塞する。C) In a double-pipe composite injection method in which a chemical solution with an instant gel time (usually 10 to 20 seconds or less) and a drug solution with a slow gel time (more than 1 minute) are injected at the same injection position (injection stage),
While constantly injecting a slow-setting drug into the outer tube (stopping injection from the inner tube at this time), add the quick-setting agent from the inner tube.
In the case of the pressurized injection method that uses instant-setting chemical liquid, the instant-setting chemical liquid is injected to fill the voids around the injection pipe and the rough gaps in the ground, and then the slow-setting chemical liquid is injected under pressure. The slow-setting chemical solution from the tube flows back into the inner tube, reacts with the quick-setting agent in the inner tube to form a gel, and blocks the inside of the tube.
このため、以後の瞬結性薬液の注入が不可能となる。Therefore, subsequent injection of instant-setting drug becomes impossible.
前記b)、c)の問題点を解決するため、従来では、内
管の先端部に鋼鉄製の逆止弁を着装している。In order to solve the problems b) and c) above, conventionally, a check valve made of steel is attached to the tip of the inner pipe.
しかし、従来の逆上弁は、一般に機構が複雑で故障も多
く、また薬液が固結して作動不能となり易く、しかも加
工手間がかかるためコスト高になるなどの欠点を有して
いる。However, conventional backflow valves generally have a complicated mechanism, are prone to failure, tend to become inoperable due to solidification of the chemical solution, and have drawbacks such as high costs due to the labor required for processing.
「問題点を解決するための手段」
この発明は、二重管で地盤を空孔した後、二重管をその
まま注入管として用いる注入工法、特にそれに用いる注
入管先端装置の問題点を解決すべき鋭意研究した結果、
鋼鉄製の内管の先端にフレキシブルな材質からなる先端
装置を設けることにより、空孔に支障がなく確実に逆流
を防止することを可能とし、シンプルな機構で低コスト
で装備できるようにした注入管先端装置を提案するもの
である。"Means for Solving the Problems" This invention solves the problems of the injection method, in which the double pipe is used as an injection pipe after making a hole in the ground, and especially the injection pipe tip device used therein. As a result of intensive research,
By installing a tip device made of flexible material at the tip of the steel inner tube, it is possible to reliably prevent backflow without interfering with the pores, and the injection mechanism is simple and can be installed at low cost. This paper proposes a tube tip device.
「実施例」 以下この発明を図面に示す実施例について説明する。"Example" Embodiments of the present invention shown in the drawings will be described below.
(第1発明)
注入管lは鋼鉄製の内管2と外管3とからなる二重管で
、その外管3の先端には接続管4を介してメタルクラウ
ン(空孔ビット)5が接続され、このメタルクラウン4
の先端よりも上方に位置する鋼鉄製の内管2の先端には
、フレキシブルな材質からなる可撓性内管7が着装され
ている。(First invention) The injection pipe l is a double pipe consisting of an inner pipe 2 and an outer pipe 3 made of steel, and a metal crown (hole bit) 5 is connected to the tip of the outer pipe 3 via a connecting pipe 4. Connected to this metal crown 4
A flexible inner tube 7 made of a flexible material is attached to the tip of the steel inner tube 2 located above the tip.
この可撓性内管7は、第1図に示すように外圧が作用し
ない状態においてはその内側に内管2と連通ずる円筒状
の空洞8を形成するようになっており、その先端はメタ
ルクラウン4の先端部9付近に位置するような長さに設
定されている。As shown in FIG. 1, this flexible inner tube 7 forms a cylindrical cavity 8 inside thereof that communicates with the inner tube 2 when no external pressure is applied, and the tip thereof is made of metal. The length is set so that it is located near the tip 9 of the crown 4.
この場合、可撓性内管7の先端とメタルクラウン4の先
端部9とは同じ位置が好ましいが、厳密に同じ位置であ
る必要はなく、若干上下に位置が異なっていても、空孔
に問題(鋼鉄製と違いフレキシブルな材質であるため伸
縮及び屈曲自在性があり、土質によっては空孔が可能)
がなければ、支障はない。In this case, it is preferable that the tip of the flexible inner tube 7 and the tip 9 of the metal crown 4 are in the same position, but they do not need to be in the exact same position, and even if the positions are slightly different up and down, Problem (Unlike steel, it is a flexible material, so it can stretch and bend, and depending on the soil type, it can have holes)
If not, there is no problem.
可撓性内管7を構成するフレキシブルな材質のものとし
ては、柔軟なゴム、高分子系樹脂(軟質合成樹脂) 布
、その他軟質であって適度な強度、耐久性を有するもの
であれば特に限定することなく使用することができる。Examples of flexible materials constituting the flexible inner tube 7 include flexible rubber, polymeric resin (soft synthetic resin), cloth, and other soft materials with appropriate strength and durability. It can be used without limitation.
このように構成された先端装置をもった注入管1を用い
て、掘削現場のシートパイルのラップ不良箇所からの湧
水の止水な目的としてゲルタイムの非常に短い瞬結薬液
による注入施工を行った場合、例えば外管1内にA液と
して水ガラスを、内管2内にB液として塩化カルシウム
溶液を同時に圧送しても、二重管先端装置A、B両液は
接触することなく、地盤内に放出して初めて合流混合し
、極く短いゲルタイムでゲル化することになる。Using the injection pipe 1 with the tip device configured in this manner, injection work was carried out using an instant-setting chemical solution with a very short gel time for the purpose of stopping spring water from a defective lap spot on a sheet pile at an excavation site. In this case, for example, even if water glass is pumped into the outer tube 1 as liquid A and calcium chloride solution is pumped into the inner tube 2 as liquid B at the same time, both liquids A and B of the double tube tip device will not come into contact with each other. Only after they are released into the ground, they are mixed together and gelled in an extremely short gel time.
このため、従来のように、二重管先端の混合室6内で局
所的にゲルが生成され、その生成ゲルを破壊して、注入
管先端部から放出(注入)されるような薬液の無駄は全
く無(、その結果止水効果を極めて高めることができる
。For this reason, as in the past, a gel is generated locally in the mixing chamber 6 at the tip of the double tube, and the resulting gel is destroyed and released (injected) from the tip of the injection tube, resulting in waste of chemical liquid. (As a result, the water-stopping effect can be greatly enhanced.
この発明の先端装置は、前記湧水箇所を始め通常の地盤
注入全般にわたって使用できるのは勿論である。Of course, the advanced device of the present invention can be used for general ground injection, including the above-mentioned spring locations.
また、この発明の先端装置を使って二重管瞬結工法や、
複合注入工法にも使用できるのはいうまでもない。In addition, the advanced device of this invention can be used to instantly connect double pipes,
Needless to say, it can also be used in composite injection methods.
そして、可撓性内管7はフレキシブルであることから、
通常は第1図に示すように空洞部8を形成して円筒状を
なしているが、その外周側に外圧が作用した場合には第
4図aに示すようにその圧力で圧締収縮して内面側が互
いに密着し、内管2の先端を閉鎖する逆止弁の働きをす
ることになる。Since the flexible inner tube 7 is flexible,
Normally, as shown in Figure 1, a hollow part 8 is formed to form a cylindrical shape, but if external pressure is applied to the outer circumference, the pressure will compress and contract as shown in Figure 4a. The inner surfaces of the tubes come into close contact with each other, and function as a check valve to close the tip of the inner tube 2.
即ち、このような二重管先端装置を使用して外管lから
掘削水を圧送して注入位置まで室孔する場合には、その
圧送水圧を外周に受けて可撓性内管7が収縮密着するた
めに、内管2の先端は閉ざされて、どのような地盤でも
内管2内に土砂が詰まることはなく1円滑に室孔するこ
とができる。That is, when using such a double-pipe tip device to force excavation water from the outer tube 1 to the injection position, the flexible inner tube 7 receives the pressure of the pumped water on its outer periphery and contracts. In order to fit tightly, the tip of the inner tube 2 is closed, and the inner tube 2 can be smoothly drilled on any ground without being clogged with earth and sand.
また、従来の二重管を用いて注入対象地盤が砂質土で被
圧水の高いところを室孔(通常断面積の大きい外管を用
いる)する場合、二重管ロットを継ぎ足す等通水を中断
したときに内管2内に被圧水が土砂を伴って逆流し、内
管2を埋めることがあり、以降の内管2を使っての注入
が不可能となることがあるが、このような場合この発明
の先端装置によれば、可撓性内管7が逆止弁の機能をし
て被圧水に対して収縮閉鎖するから、内管2への逆流を
完全に防止することができる。In addition, when using conventional double pipes to make a chamber hole (usually using an outer pipe with a large cross-sectional area) in a place where the ground to be poured is sandy and the pressure water is high, it is necessary to add a lot of double pipes, etc. When the water supply is interrupted, pressurized water may flow back into the inner pipe 2 along with earth and sand and fill the inner pipe 2, making subsequent injection using the inner pipe 2 impossible. In such a case, according to the advanced device of the present invention, the flexible inner pipe 7 functions as a check valve and contracts and closes against the pressurized water, completely preventing backflow to the inner pipe 2. can do.
一方、従来の二重管を用いて複合注入を行う場合、外管
3に緩結性薬液を常時注入(このとき内管2からの注入
は中止する)しながら、これに内管2より急結剤を合流
して瞬結性薬液とする加圧注入工法の場合、瞬結性薬液
を注入して注入管周囲の空隙や地盤の粗い間隙に充填し
た後、緩結性薬液を加圧注入するが、この時点で外管3
からの緩結性薬液が内管内に逆流し、内管2内にある急
結剤とゲル化反応し、管内を閉塞する。On the other hand, when performing compound injection using a conventional double tube, while constantly injecting a slow-setting drug solution into the outer tube 3 (injection from the inner tube 2 is stopped at this time), it is rapidly injected into the outer tube 3. In the case of the pressurized injection method, in which the binders are combined to form an instant-setting chemical solution, the instant-setting chemical solution is injected to fill the voids around the injection pipe or rough gaps in the ground, and then the slow-setting chemical solution is injected under pressure. However, at this point, the outer tube 3
The slow-setting chemical solution flows back into the inner tube, undergoes a gelling reaction with the quick-setting agent in the inner tube 2, and blocks the inside of the tube.
このため、以後の瞬結性薬液の注入が不能となる欠点が
ある。For this reason, there is a drawback that subsequent injection of the instant-setting drug solution becomes impossible.
これに対して、本発明の二重管先端装置を用いれば、第
4図aに示すように、外管3に緩結性薬液を圧送(この
とき内管2からの注入を中止する)しても、この圧力に
より内管2の先端部が可撓性内管7の収縮密着により閉
ざされているため、緩結性薬液が内管2内に逆流するこ
とは全くな(、従って内管2内にある急結剤とゲル化反
応し、管内を閉塞することはない。On the other hand, if the double tube tip device of the present invention is used, as shown in FIG. However, since the tip of the inner tube 2 is closed by the contraction of the flexible inner tube 7 due to this pressure, there is no possibility that the loosely binding liquid will flow back into the inner tube 2 (therefore, the loosely binding liquid will not flow back into the inner tube 2). It undergoes a gelling reaction with the quick-setting agent inside the tube, and does not block the inside of the tube.
次に、内管2から急結剤を圧送すれば、第4図すに示す
ように内側が互いに密着した内管2は加圧により容易に
開いて急結剤が地盤中に放出され、外管3から放出され
た緩結性薬液と合流混合して瞬結性薬液となって地盤中
に注入されることになり、さらにこの状態で内管2から
の圧送を中止すれば、再び内管2の内側が自動的に密着
閉鎖される。Next, if the quick-setting agent is fed under pressure from the inner pipe 2, the inner pipes 2, whose inner sides are in close contact with each other, will easily open under pressure, and the quick-setting agent will be released into the ground, and the outside will be released. It merges with the slow-setting chemical liquid discharged from the pipe 3 and becomes an instant-setting chemical liquid, which is injected into the ground.Furthermore, if the pressure feeding from the inner pipe 2 is stopped in this state, the inner pipe The inside of 2 is automatically tightly closed.
このようにこの発明は、フレキシブルな材質であるため
加工が容易であり、また鋼鉄製の逆止弁と異なって安価
で、シンプルで故障の少ない優れた逆止弁として機能す
る。As described above, the present invention is easy to process because it is made of a flexible material, and unlike check valves made of steel, it is inexpensive, simple, and functions as an excellent check valve with fewer failures.
このため、この種の複合注入が非常に容易となり施工性
が改善される。Therefore, this type of composite injection becomes very easy and the workability is improved.
(第2発明)
第2図に示す第2発明は、上記第1発明の構成において
可撓性内管7の少なくともその先端付近に閉鎖方向に弾
性復元力を保持させ、内管2に薬液が圧送されずに可撓
性内管7の内部に圧力が作用しない状態において、外圧
の作用がない自然状態においても弾性復元力により密着
閉鎖されるように構成されている。(Second Invention) A second invention shown in FIG. 2 is such that, in the configuration of the first invention, an elastic restoring force is maintained in the closing direction at least in the vicinity of the tip of the flexible inner tube 7, and the medicinal solution is kept in the inner tube 2. In a state where no pressure is applied to the inside of the flexible inner tube 7 due to pressure feeding, even in a natural state where no external pressure is applied, the flexible inner tube 7 is configured to be tightly closed by elastic restoring force.
このような弾性復元力を作用するための手段としては、
例えば第3図に示すように可撓性内管7の先端周縁に一
対のバネ鋼板を両端で互いに枢着してなる挟み板バネの
ような挟圧弾性部材IOを取付け、両側から弾性的に可
撓性内管7の先端開口を圧締して閉鎖する構造、あるい
は可撓性内管7をゴムなどの弾性材で成形し、その成形
時に少な(とも先端部が最初から収縮閉鎖されているよ
うに加工し、これに薬液が圧送された場合にその内圧に
より弾性復元力に打ち勝って先端開口を開放するような
構造のものなどを用いることができる。As a means to exert such elastic restoring force,
For example, as shown in FIG. 3, a pinching elastic member IO, such as a sandwiched leaf spring made by a pair of spring steel plates pivoted to each other at both ends, is attached to the periphery of the tip of the flexible inner tube 7. A structure in which the opening at the tip of the flexible inner tube 7 is closed by pressing, or a structure in which the flexible inner tube 7 is molded from an elastic material such as rubber, and the tip is closed by shrinking at the time of molding. It is possible to use a structure in which the tip opening is opened by processing the tip so that when the chemical solution is pumped therein, the internal pressure overcomes the elastic restoring force.
このように可撓性内管7の先端開口を自然状態において
弾性復元力をもって密着閉鎖するような構造とすること
により、外管3からの掘削水や薬液などの外圧が作用し
ない状態においても確実に先端開口を閉鎖して、逆止弁
としての機能をより確実なものとすることができ、しか
も内管2に薬液を圧送した場合にはその圧力で可撓性内
管7の挟圧弾性部材10を押し開いて先端開口を開放し
、薬液を吐出させることができ、この状態で内管2から
の薬液の圧送停止と共に弾性復元力により直ちに自動的
に閉鎖し、この閉鎖状態にさらに外管3からの薬液によ
る外圧の作用が加わればさらに確実な密着閉鎖が行われ
、内管2の薬液の余分な流出並びに外管3の薬液や掘削
泥水の逆流を完璧に防止することができる。By creating a structure in which the tip opening of the flexible inner tube 7 is tightly closed with elastic restoring force in its natural state, it can be reliably closed even when external pressure such as drilling water or chemical liquid from the outer tube 3 is not applied. By closing the opening at the tip, the function as a check valve can be made more reliable, and when the medicinal solution is force-fed into the inner tube 2, the compressive elasticity of the flexible inner tube 7 is reduced by the pressure. The member 10 can be pushed open to open the distal end opening and the medical solution can be discharged. In this state, when the pressure feeding of the medical solution from the inner tube 2 is stopped, the elastic restoring force immediately closes it automatically. If external pressure is applied by the chemical liquid from the pipe 3, a more reliable seal can be achieved, and excess leakage of the chemical liquid from the inner pipe 2 and backflow of the chemical liquid and drilling mud from the outer pipe 3 can be completely prevented.
従って、第2発明における先端装置は、可撓性内管7の
先端開口が弾性復元力により強制的に密着閉鎖されて閉
鎖性を確実にするものである点で上記第1発明と相違す
るだけで、その他の基本的な機能、構成、用途などは第
1発明と変りはないものである。Therefore, the tip device of the second invention differs from the first invention only in that the tip opening of the flexible inner tube 7 is forcibly closed tightly by elastic restoring force to ensure closure. Other basic functions, configurations, uses, etc. are the same as those of the first invention.
なお、この第2発明に用いた先端開口自動閉鎖機能をも
つ可撓性内管7は、注入管1の先端部内に設けた混合室
において内外管からの薬液を合流混合して注入する先端
装置における内管に取付けて、その先端を混合室内に位
置するようにすれば、内管への逆流を防止する逆止弁と
して利用することも可能である。Note that the flexible inner tube 7 having a tip opening automatic closing function used in the second invention is a tip device that mixes and injects liquid medicine from the inner and outer tubes in a mixing chamber provided in the tip of the injection tube 1. If it is attached to the inner tube of the tube and its tip is positioned within the mixing chamber, it can also be used as a check valve to prevent backflow into the inner tube.
さらに他の応用例として、可撓性内管7の先端部を完全
に閉塞して、その側面に複数の注入孔を設けることもで
きる。As another example of application, the distal end of the flexible inner tube 7 may be completely closed and a plurality of injection holes may be provided on the side surface thereof.
この先端装置を用いて注入を行えば、外管3からA液が
垂直方向に放出され、一方、内管2の側面の注入孔から
B液がA液に対して直角方向に合流するため、A、B両
液の混合を向上させることができる。When injection is performed using this tip device, liquid A is discharged from the outer tube 3 in a vertical direction, while liquid B flows into the injection hole on the side of the inner tube 2 in a direction perpendicular to liquid A. Mixing of both liquids A and B can be improved.
しかし、この先端装置はA液とB液を合流混合した場合
、瞬時に反応するような、例えば水ガラスと塩化カルシ
ウム溶液等を組み合わせた薬液には使用できない。However, this advanced device cannot be used for chemical solutions that react instantaneously when liquids A and B are mixed together, such as a combination of water glass and calcium chloride solution.
以上のようにこの発明は、二重管の鋼鉄製の先端にフレ
キシブルな材質からなる可撓性内管7を着装していても
、従来の二重管と同様に円滑に全孔することができ、ま
た二重管をそのまま注入管として用いても、従来の二重
管の種々の問題点を取り除くことができる優れた注入管
先端装置である。As described above, in this invention, even if the flexible inner tube 7 made of a flexible material is attached to the steel tip of the double tube, it is possible to make all the holes smoothly as in the conventional double tube. It is also an excellent injection tube tip device that can eliminate various problems of conventional double tubes even if the double tube is used as an injection tube as is.
さらに、実施例を挙げてこの発明を詳しく述べる。Further, the present invention will be described in detail by giving examples.
実施例1
ある掘削現場でシートパイルのラップ不良箇所からの湧
水の出水を目的として第1発明の先端装置を用いて注入
を行った。Example 1 At an excavation site, spring water was injected using the advanced device of the first invention for the purpose of gushing out spring water from a defective lap spot in a sheet pile.
湧水箇所(GL−6,0m付近)の土質は砂層で湧水量
約20β/分であった。The soil at the spring location (near GL-6,0m) was a sandy layer, and the spring water flow was approximately 20β/min.
この湧水箇所(シートパイル打設位置)より約1 m離
れた地点で外管から通水してG L −6,0m窄室孔
たが何ら問題なく空孔できた。At a point approximately 1 m away from this spring water point (the sheet pile installation position), water was passed from the outer pipe and a GL-6.0m narrow hole was created without any problems.
次に、外管にA液としてJISB号水ガラス水溶液(比
重1.3)圧送し、同時に内管にB液として塩化カルシ
ウム溶液(比重1.3)を圧送してA、8合流液(ゲル
タイム0秒)を毎分20I2注入した。Next, a JISB water glass aqueous solution (specific gravity 1.3) is pumped into the outer tube as liquid A, and at the same time, a calcium chloride solution (specific gravity 1.3) is pumped into the inner tube as liquid B. 0 seconds) were injected at 20 I2 per minute.
注入初期は湧水に希釈された柔らかいゲルが若干混入さ
れたが、水に希釈されない硬いゲルの混入はなく、約1
502注入したところ止水できた。At the initial stage of injection, a small amount of diluted soft gel was mixed into the spring water, but there was no hard gel that was not diluted into the water, and approximately 1.
When I injected 502, the water stopped.
比較例1
実施例1と同じ条件で湧水箇所(湧水量的17β)に従
来の二重管先端装置(第5図)で注入を行った。Comparative Example 1 Under the same conditions as in Example 1, water was injected into a spring location (spring water volume: 17β) using a conventional double pipe tip device (FIG. 5).
その結果、注入と同時に湧水に希釈された柔らかいゲル
と共に、水に希釈されない硬いゲル(二重管の先端の混
合室でできたゲル)が多量に混入されており、約220
β注入して止水することができた。As a result, a large amount of hard gel that cannot be diluted with water (gel formed in the mixing chamber at the tip of the double tube) was mixed in with the soft gel that was diluted with spring water at the same time as the injection.
I was able to stop the water by injecting beta.
実施例2
千葉県下の山砂層(N値40〜50の密な地山で細砂地
盤であり、地下水はあまりない)で第2発明の先端装置
を用いて複合注入を行った6まず、GL−6,0mまで
外管に通水して行ったが、何ら問題はなく空孔すること
ができた。Example 2 Composite injection was performed using the advanced device of the second invention in a mountain sand layer under Chiba Prefecture (a dense, fine sandy ground with an N value of 40 to 50, and there is not much groundwater).6 First, GL Water was passed through the outer tube up to -6.0 m, but the holes were able to be formed without any problems.
次に、外管内にA液(1m3当り JIS 3号水ガラ
ス350 I2、グリオキザール(濃度40%)160
β、水490氾の配合でゲルタイム12分の緩結性薬液
)を圧送し、同時に内管内にB液(1m”当りリン酸(
濃度98%)90β、水910I2配合の急結剤)を圧
送し、A液:B液を3=1の割合で混合してゲルタイム
4秒の瞬結性薬液)を4012注入(吐出量A液9β/
分、B液3.e/分)したところ、注入圧8 kgf/
m2であった。Next, add liquid A (per 1 m3 of JIS No. 3 water glass 350 I2, glyoxal (concentration 40%) 160
β, a slow-setting chemical solution with a gel time of 12 minutes by mixing 490% water and at the same time, pumping solution B (phosphoric acid per 1 m) into the inner tube.
Concentration 98%) 90β, water 910I2 (quick setting agent) was pumped, A liquid: B liquid was mixed in a ratio of 3 = 1, and 4012 injections of instant setting chemical solution with a gel time of 4 seconds were injected (discharge amount of A liquid). 9β/
minutes, B solution 3. e/min), the injection pressure was 8 kgf/
It was m2.
注入中、注入管を伝って薬液の噴出は全く見られなかっ
た。その後、B液の注入を中止し、A液のみを 100
I2注入したところ、注入圧は5kgf/m”でスムー
ズに注入でき、薬液の地表面への噴出は全く見られなか
った。During injection, no spurt of drug solution was observed along the injection tube. After that, stop injecting liquid B and inject only liquid A.
When I2 was injected, the injection pressure was 5 kgf/m'', which allowed for smooth injection, and no spouting of the chemical solution onto the ground surface was observed.
さらに、注入管を50cm引き上げて、A、B両液を同
時に注入したが、注入圧は前と同じ8kgf/m”、A
液のみは5 kgf/m”であった。Furthermore, the injection tube was pulled up 50 cm and both A and B were injected at the same time, but the injection pressure was the same as before, 8 kgf/m'', and A.
The liquid alone was 5 kgf/m''.
以降、3ステップ引き上げ前記の注入を行ったが何ら問
題なく施工できた。Thereafter, the above-mentioned injection was carried out in three steps, and the work was completed without any problems.
注入後、注入管(二重管)を引き上げて、内管の先端部
を調べたが、内管内に薬液の侵入は全く見られなかった
。After injection, the injection tube (double tube) was pulled up and the tip of the inner tube was examined, but no intrusion of the drug solution into the inner tube was observed.
後日、掘削して調べたところ、注入管周囲や地盤の粗い
ところに瞬結薬液がホモゲル状を伴って充填され、その
周辺に緩結性薬液が浸透固結されていた。Later, when the site was excavated and investigated, it was found that the area around the injection pipe and the rough ground was filled with a homogel-like instant-setting chemical, and the loose-setting chemical had penetrated and solidified around it.
比較例2
先端装置が第5図の従来の装置である以外は実施例2と
同様の条件で注入した。Comparative Example 2 Injection was carried out under the same conditions as in Example 2, except that the tip device was the conventional device shown in FIG.
所定深度までの空孔は何ら問題なくできた。Holes were formed up to a predetermined depth without any problems.
まず、A、B両液同時に注入したところ、注入圧8 k
gf/m”であり、その後、A液のみを注入したところ
、5 kgf/m”であり、薬液の噴出もな〈実施例1
と同じであった。First, when both liquids A and B were injected at the same time, the injection pressure was 8 k.
After that, when only liquid A was injected, it was 5 kgf/m'', and there was no ejection of the chemical solution (Example 1).
It was the same.
次に注入管を50cm引き上げA、B液を同時に注入し
たところ、注入圧が30kgf/m”以上と上昇し注入
不能となった。Next, when the injection tube was pulled up 50 cm and liquids A and B were injected at the same time, the injection pressure increased to over 30 kgf/m'' and injection became impossible.
このため、注入管を引き上げて、先端部を調べたところ
、内管内に薬液が詰まっていた。When we pulled up the injection tube and examined the tip, we found that the inner tube was clogged with liquid medicine.
この管内の薬液を取り除き、再び所定深度に注入管を設
置し、始めの1回(瞬結と緩結の注入)は前記同様スム
ーズに注入できたが、次に引き上げて、第2回目の注入
をしたところ、前回同様圧力が上昇し、注入不能となっ
たため注入管を引き上げて調べたところ、内管内に薬液
が詰まっていた。After removing the chemical solution inside this tube, we reinstalled the injection tube at a predetermined depth, and the first injection (fast-setting and slow-setting injections) was as smooth as above, but then we pulled it up and started the second injection. When I tried to do this, the pressure rose as before and I was unable to inject, so when I pulled up the injection tube and examined it, I found that the inner tube was clogged with chemical solution.
さらに、同様の操作を行ったが、結果は同じであった。Furthermore, similar operations were performed, but the results were the same.
以上のように、従来の二重管先端装置では、A、B液を
同時に注入した後、B液の注入を中止したとき、A液が
内管内に逆流し、内管に残留したB液(急結剤)と反応
し、ゲル化したためである。As described above, in the conventional double tube tip device, when liquids A and B are injected at the same time and the injection of liquid B is stopped, liquid A flows back into the inner tube, and liquid B remaining in the inner tube ( This is because it reacted with the gelling agent (accelerating agent) and turned into a gel.
これに対して、この発明は、鋼鉄製の内管の先にフレキ
シブルな材質からなる簡単な可撓性内管を着装するだけ
で逆止弁としての充分な効果をもたらす優れた二重管先
端装置であることが分かる。In contrast, this invention has an excellent double-pipe tip that can be sufficiently effective as a check valve simply by attaching a simple flexible inner pipe made of a flexible material to the tip of a steel inner pipe. It turns out that it is a device.
「発明の効果」
以上の通りこの発明によれば、鋼鉄製の内管及び外管と
からなる二重管の外管先端部にメタルクラウンを取付け
てなる穿孔兼注入用注入管において、メタルクラウン先
端よりも上方に位置する内管の先端部に、フレキシブル
な材質からなる筒状の可撓性内管をその先端がメタルク
ラウンの先端付近に位置するように着装してなるので、
空孔時に掘進の妨げにならない機構的に極めてシンプル
で故障や作動不良のない極めて低コストな先端装置を構
成することができ、また外管からの薬液や掘削水の逆流
を確実に防止して、薬液や逆流泥水などによる内管の詰
まりのない安定した施工が可能となる。``Effects of the Invention'' As described above, according to the present invention, in the injection tube for drilling and injection, which has a metal crown attached to the tip of the outer tube of a double tube consisting of an inner tube and an outer tube made of steel, the metal crown A cylindrical flexible inner tube made of a flexible material is attached to the tip of the inner tube located above the tip so that the tip is located near the tip of the metal crown.
It is possible to construct an extremely low-cost cutting-edge device that is mechanically extremely simple and does not interfere with excavation when the hole is open, and is free from breakdowns and malfunctions.It also reliably prevents the backflow of chemical liquid and excavation water from the outer pipe. This enables stable construction without clogging the inner pipes due to chemical solutions or backflowing muddy water.
また、第2発明のように可撓性内管の先端開口を弾性復
元力により閉鎖するように構成した場合には、その先端
開口を外圧の作用の有無に拘らず自動的かつ確実に閉鎖
して逆止弁としての機能をさらに向上させることができ
る。Furthermore, when the distal opening of the flexible inner tube is configured to be closed by elastic restoring force as in the second invention, the distal opening is automatically and reliably closed regardless of the presence or absence of external pressure. The function as a check valve can be further improved.
第1図は第1発明の先端装置における内管開放状態を示
す縦断正面図、第2図は第2発明の先端装置における内
管閉鎖状態を示す縦断正面図、第3図は第2発明におけ
る可撓性内管の先端部の横断面図、第4図a、bはこの
発明の先端装置を用いて注入施工を行った状態を示す縦
断正面図、第5図は従来の先端装置の縦断正面図である
。
■・・注入管、2・・内管、3・・外管、4・・メタル
クラウン、5・・接続管、7・・可撓性内管、8・・空
洞部、
9・・メタルクラウン先端部、
10・・挟圧弾性部材。
第4図
(a)
(b)
第1図
第2図
第3図
第5図FIG. 1 is a longitudinal sectional front view showing the inner tube open state in the tip device of the first invention, FIG. 2 is a longitudinal sectional front view showing the inner tube closed state in the tip device of the second invention, and FIG. A cross-sectional view of the tip of the flexible inner tube, FIGS. 4a and 4b are longitudinal sectional front views showing a state in which injection work is performed using the tip device of the present invention, and FIG. 5 is a longitudinal sectional view of the conventional tip device. It is a front view. ■...Injection tube, 2...Inner tube, 3...Outer tube, 4...Metal crown, 5...Connecting tube, 7...Flexible inner tube, 8...Cavity part, 9...Metal crown Tip part, 10...Pinching elastic member. Figure 4 (a) (b) Figure 1 Figure 2 Figure 3 Figure 5
Claims (1)
部にメタルクラウンを取付けてなる穿孔兼注入用注入管
において、前記メタルクラウン先端よりも上方に位置す
る内管の先端部に、フレキシブルな材質からなる筒状の
可撓性内管をその先端が前記メタルクラウンの先端付近
に位置するように着装してなることを特徴とする二重管
を用いた注入管先端装置。 2)可撓性内管は、その内部に圧力が作用しない状態に
おいて、先端開口を閉鎖するように少なくともその先端
付近に閉鎖方向に弾性復元力を保持させてなることを特
徴とする請求項1記載の二重管を用いた注入管先端装置
。[Scope of Claims] 1) In an injection tube for drilling and injection, which has a metal crown attached to the tip of the outer tube of a double tube consisting of an inner tube and an outer tube made of steel, the hole is placed above the tip of the metal crown. A double tube characterized in that a cylindrical flexible inner tube made of a flexible material is attached to the distal end of the inner tube so that the distal end thereof is located near the distal end of the metal crown. The injection tube tip device used. 2) Claim 1 characterized in that the flexible inner tube maintains an elastic restoring force in the closing direction at least near its tip so as to close the tip opening when no pressure is applied inside the flexible inner tube. An injection tube tip device using the described double tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3855089A JPH02217515A (en) | 1989-02-17 | 1989-02-17 | Tip device of double-wall injecting pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3855089A JPH02217515A (en) | 1989-02-17 | 1989-02-17 | Tip device of double-wall injecting pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02217515A true JPH02217515A (en) | 1990-08-30 |
Family
ID=12528401
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3855089A Pending JPH02217515A (en) | 1989-02-17 | 1989-02-17 | Tip device of double-wall injecting pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02217515A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009106935A (en) * | 2007-10-31 | 2009-05-21 | Nordson Corp | Apparatus and method for purging apparatus for coating materials |
JP2021095803A (en) * | 2019-12-19 | 2021-06-24 | 有限会社シモダ技術研究所 | Grout monitor for proportional injection, and proportional injection method for cured grout using the same |
-
1989
- 1989-02-17 JP JP3855089A patent/JPH02217515A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009106935A (en) * | 2007-10-31 | 2009-05-21 | Nordson Corp | Apparatus and method for purging apparatus for coating materials |
US8726831B2 (en) | 2007-10-31 | 2014-05-20 | Nordson Corporation | Apparatus and methods for purging material application device |
US9266137B2 (en) | 2007-10-31 | 2016-02-23 | Nordson Corporation | Apparatus and methods for purging material application device |
JP2021095803A (en) * | 2019-12-19 | 2021-06-24 | 有限会社シモダ技術研究所 | Grout monitor for proportional injection, and proportional injection method for cured grout using the same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH02217515A (en) | Tip device of double-wall injecting pipe | |
JP2867204B2 (en) | Construction method of outer pipe for injection under pressurized water | |
JP3515175B2 (en) | Mortar injection check valve in tunnel segment | |
JP2987501B2 (en) | Tunnel entrance sealing device | |
JP2004270710A (en) | Check valve for filling slurry | |
JPH06158636A (en) | Method for grouting | |
JPS62276129A (en) | Water-stop work for underground concrete structure | |
JP2586984B2 (en) | Ground injection method and injection pipe | |
JP2887170B2 (en) | Combined backfill injection water stop method | |
JP2908735B2 (en) | Construction method of earth anchor on steel pipe column retaining wall | |
JP4036310B2 (en) | Check valve for slurry filling | |
JPH0468109A (en) | Injection method with horizontal sleeve | |
JPH0476110A (en) | Installation method for medical fluid injection strainer pipe and strainer pipe therefor | |
JP2954271B2 (en) | Crack injection method | |
JPH01131715A (en) | Ground improving work by horizontal injection of chemical grout | |
JP2875985B2 (en) | Method for filling adhesive into adhesive injection device and strainer for adhesive injection device | |
KR0166423B1 (en) | Grouting method | |
JPS6227599Y2 (en) | ||
JPS6249408B2 (en) | ||
JP2881331B2 (en) | Directional injection injection method | |
JP2000345789A (en) | Mouth caulking device used for filling type long-sized steel pipe tip receiving work, and filling type long-sized steel pipe tip receiving method using the device | |
JPH04306310A (en) | Compound grouting construction and device to be used therefor | |
JPS5928720B2 (en) | Water stop device in the tail section of shield excavator | |
JPH101938A (en) | Chemical injection device | |
JPS62296006A (en) | Method and apparatus for back-filling of tunnel and grouting of surrounding ground for improvement |