JPS6215306Y2 - - Google Patents

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Publication number
JPS6215306Y2
JPS6215306Y2 JP8875281U JP8875281U JPS6215306Y2 JP S6215306 Y2 JPS6215306 Y2 JP S6215306Y2 JP 8875281 U JP8875281 U JP 8875281U JP 8875281 U JP8875281 U JP 8875281U JP S6215306 Y2 JPS6215306 Y2 JP S6215306Y2
Authority
JP
Japan
Prior art keywords
tube
ground
chemical
chemical liquid
pipe
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
JP8875281U
Other languages
Japanese (ja)
Other versions
JPS57202429U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP8875281U priority Critical patent/JPS6215306Y2/ja
Publication of JPS57202429U publication Critical patent/JPS57202429U/ja
Application granted granted Critical
Publication of JPS6215306Y2 publication Critical patent/JPS6215306Y2/ja
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 本考案はトンネルを堀削する際などに地盤を強
化するために地盤に薬液を注入するのに使用する
薬液注入管に関するものである。
[Detailed Description of the Invention] The present invention relates to a chemical liquid injection pipe used to inject a chemical liquid into the ground in order to strengthen the ground when excavating a tunnel or the like.

トンネル建設工事において、地山をアーチ状に
堀削する際、落盤などの事故が起らないように、
また、堀削作業を容易にするために、堀削作業を
始める前に地盤中に薬液を注入し、該地盤を硬化
させてから堀削作業を行うのが通常である。
During tunnel construction work, when excavating the ground into an arch shape, we take precautions to prevent accidents such as cave-ins.
Furthermore, in order to facilitate the excavation work, it is common practice to inject a chemical into the ground and harden the ground before starting the excavation work.

而して、前記の薬液を注入する作業は、一般
に、地山にトンネルの堀進方向に向けて適宜数箇
所ボーリングしてケーシングパイプを挿入し、該
ケーシングパイプに薬液注入管を挿入すると共に
ケーシングパイプと薬液注入管の端部の空隙をシ
ールした後、薬液圧入機をセツトし、該圧入機に
より前記薬液注入管にセメントミルク、水硝子等
の薬液を圧送して該薬液を注入管の先端から地盤
中に注入し、硬化させることにより、地盤を硬化
し、強化させるものであつて、地盤の硬化後、地
盤をアーチ状に堀削して行くのであるが、実際の
トンネル建設工事にあつては、ケーシングパイプ
に長さ2m程度のものを用い、ボーリング、ケー
シングパイプの接続挿入、薬液注入管の接続挿
入、薬液圧入機のセツト、薬液注入の作業を適宜
繰返し行なつて、堀進方向60〜80m程度の地盤を
硬化しておいてから、2〜3m堀削し、露出した
ケーシングパイプを堀削先端まで切断して、地盤
中のケーシングパイプの中をボーリングによりき
れいにすると共に該ボーリングにより更に地盤に
穿孔し、新しいケーシングパイプを継ぎ足し地盤
に挿入して、新しい薬液注入管を接続し乍らケー
シングパイプ中に挿入し、前述のようにして薬液
を注入した後、再び2〜3m堀削する作業を繰返
して行くのであつて、薬液注入管は1回の堀削作
業毎にケーシングパイプ内でボーリングにより破
砕されるものであるから、圧送される薬液の圧力
に耐え得る充分な強度と微細に破砕され易く且つ
破砕された形状が人体を傷つけない形状と性質を
有するものであることが望ましい。
Generally, the work of injecting the chemical solution described above involves boring several locations in the ground in the direction of tunnel excavation, inserting a casing pipe, and inserting the chemical solution injection pipe into the casing pipe. After sealing the gap between the end of the pipe and the chemical injection tube, a chemical liquid injection machine is set, and the chemical liquid, such as cement milk or water glass, is force-fed into the chemical liquid injection pipe by the press-fitting machine, and the chemical liquid is inserted into the tip of the injection pipe. This method hardens and strengthens the ground by injecting it into the ground and letting it harden.After the ground hardens, the ground is excavated in an arch shape, but it is not suitable for actual tunnel construction work. In this case, use a casing pipe with a length of about 2 m, and repeat the operations of boring, connecting and inserting the casing pipe, connecting and inserting the chemical injection pipe, setting the chemical liquid press-in machine, and injecting the chemical liquid as appropriate, and then adjust the drilling direction. After hardening the ground for about 60 to 80 m, excavate 2 to 3 m, cut the exposed casing pipe to the tip of the excavation, and clean the inside of the casing pipe in the ground by boring. Further, drill a hole in the ground, add a new casing pipe, insert it into the ground, connect a new chemical injection pipe and insert it into the casing pipe, inject the chemical as described above, and then excavate 2 to 3 meters again. The process is repeated, and the chemical injection pipe is crushed by boring inside the casing pipe after each drilling operation, so it must be strong enough and fine enough to withstand the pressure of the chemical being pumped. It is desirable that the material has a shape and properties that allow it to be easily crushed, and that the crushed shape does not injure the human body.

従来の前記薬液注入管は通常塩化ビニル製のも
の更にこれを強化したものが用いられているが、
この塩化ビニル製の薬液注入管はその中を圧送さ
れる薬液の圧力に充分耐えられる反面、粘性があ
るため、破砕され易くないという難点があり、堀
削後のボーリング時にビツトがより軟弱な方向に
逃げて穴曲りが多発し、又、比較的大きく破砕さ
れるためにビツトやロツドに巻きついたり粘り着
いたりして、特にその周囲に硬い岩盤等がある
と、ビツトと該岩盤との間に挟み込まれ、ロツド
が回転はおろか抜き出すこともできなくなつてし
まい、ケーシングパイプ中のボーリングを著しく
妨げていたし、同時に極めて不経済でもあつた。
The conventional chemical injection tube is usually made of vinyl chloride or reinforced.
Although this chemical injection pipe made of vinyl chloride can withstand the pressure of the chemical liquid pumped through it, it has the disadvantage that it is not easily crushed due to its viscosity. In addition, since the pieces are broken into relatively large pieces, they tend to wrap around or stick to the bit or rod, especially if there is hard rock around them, causing damage between the bit and the rock. This made it impossible for the rod to be pulled out, let alone rotated, which seriously impeded boring into the casing pipe and was also extremely uneconomical.

本考案は上記のような事情に鑑み、その中を圧
送される薬液の圧力に耐える強度を有し、ボーリ
ングのビツトにより破砕され易く、然も破砕され
れば全体がこなごなの粒状になり、安全性の高い
薬液注入管を提供することを目的としてなされた
もので、その構成は、表面等に応力を発生させた
強化ガラス様に形成したガラス管又はセラミツク
管から成ることを特徴とするものである。
In view of the above-mentioned circumstances, the present invention has the strength to withstand the pressure of the chemical liquid that is pumped through it, and is easily crushed by the boring bit. This product was developed with the aim of providing a highly durable drug injection tube, and its structure is characterized by a glass tube or ceramic tube formed to resemble tempered glass with stress generated on its surface. be.

即ち、本考案薬液注入管Aをガラス管により構
成する場合は、ガラスを管状に成形してガラス素
管とし、このガラス素管をその軟化点近くまで加
熱してから均一に急冷するか、又は特殊薬液中に
投入することにより得られるのであるが、前記の
加熱後均一に急冷すると、管の内外面が先に硬化
し、冷却が進むにつれて内部に収縮が起るので、
表面に圧縮応力、内部に引張り応力が残つた状態
で固化が終結するから、ガラス素管は所謂強化ガ
ラス管となり、耐圧性が良好であるばかりでな
く、その中に水ガラスやセメントミルク等の薬液
を圧送しても損傷されるおそれはないし、またボ
ーリングのビツトにより破砕され易く、破砕され
ると全体がこなごなの粒状になるので、安全性も
高い。
That is, when the chemical injection tube A of the present invention is constructed from a glass tube, the glass tube is formed into a tube shape to obtain a glass tube, and the glass tube is heated to near its softening point and then uniformly rapidly cooled. It can be obtained by putting it into a special chemical solution, but if it is uniformly and quickly cooled after the heating described above, the inner and outer surfaces of the tube will harden first, and as the cooling progresses, the inside will shrink.
Solidification ends with compressive stress remaining on the surface and tensile stress remaining inside, so the glass tube becomes a so-called reinforced glass tube, which not only has good pressure resistance but also contains water glass, cement milk, etc. There is no risk of damage even when the chemical solution is pumped, and it is also easily crushed by the boring bit, and when crushed, the entire piece becomes small granules, so it is highly safe.

またガラス管以外のセラミツク管により構成す
る場合は、製造後、その中に圧送される薬液の圧
力に充分対応できる強度を得られるような原料を
選択して製造すれば、上記強化ガラス管と同等の
効果を得られる。
In addition, when constructing a ceramic tube other than a glass tube, if the raw material is selected and manufactured to have sufficient strength to cope with the pressure of the chemical liquid that is pumped into the tube after manufacture, it can be made to be equivalent to the above-mentioned tempered glass tube. You can get the effect of

而して、本考案薬液注入管Aは、適宜長例えば
30cmに形成し、地盤に埋設したケーシングパイプ
内に順次接着剤により接続して先端の管がケーシ
ングパイプの先端に達するまで接続したらケーシ
ングパイプと前記管の端部の間隙をシールして、
前記管に薬液圧送ポンプのホースを接続し、所定
量の薬液を地盤内に注入して該地盤を硬化させる
のに用いること前述の通りであつて、地盤硬化
後、適宜長堀削工事を行い、露出したケーシング
パイプを堀削先端まで切断し、地盤中のケーシン
グパイプの中をボーリングして該パイプ内をきれ
いにするのであるが、該パイプの中には薬液注入
管が残留しているので、これを破砕しなければな
らない。
Therefore, the drug solution injection tube A of the present invention has an appropriate length, e.g.
Formed into a 30 cm long tube, it is connected to the casing pipe buried in the ground using adhesive in sequence until the tip tube reaches the tip of the casing pipe, and then the gap between the casing pipe and the end of the tube is sealed.
A hose of a chemical liquid pressure pump is connected to the pipe, and a predetermined amount of chemical liquid is injected into the ground and used to harden the ground.As described above, after the ground hardens, perform long excavation work as appropriate. The exposed casing pipe is cut to the tip of the excavation, and the inside of the casing pipe in the ground is bored to clean it, but the chemical injection pipe remains inside the pipe. must be crushed.

従来の薬液注入管は塩化ビニル製であるため、
粘性があつて破砕されにくかつたが、本考案の薬
液注入管Aは前述のように破砕され易いので、ケ
ーシングパイプ内のボーリング作業が容易にな
る。特に、強化ガラス様管を用いた場合、破砕と
同時に全体がこなごなの粒状になるので、安全性
も高くなる。
Conventional chemical injection tubes are made of vinyl chloride, so
Although it was difficult to crush due to its viscosity, the chemical injection pipe A of the present invention is easy to crush as described above, so boring work inside the casing pipe becomes easier. In particular, when a tempered glass-like tube is used, the entire tube becomes small particles at the same time as it is crushed, which increases safety.

また、薬液注入管は前述のように多数接続する
ものであつて、接続時に接着が密になされない
と、薬液注入作業時に接着不良部分から薬液がケ
ーシングパイプ内に洩出するおそれがあるが、強
化ガラス管を用い接着剤に着色したものを用いれ
ば、接着状態を外部から容易に確認できるので、
接着不良による薬液の洩出を未然に防止できる。
In addition, as mentioned above, a large number of chemical liquid injection pipes are connected, and if the adhesive is not tightly bonded when connecting, there is a risk that the chemical liquid will leak into the casing pipe from the poorly bonded part during chemical injection work. If you use a tempered glass tube and colored adhesive, you can easily check the adhesion condition from the outside.
It is possible to prevent leakage of chemical liquid due to poor adhesion.

本考案は上述の通りであるから、土木工事など
に際し地盤を強化するために該地盤に薬液を注入
する場合、ケーシングパイプに挿入する薬液注入
管として好適である。
Since the present invention is as described above, it is suitable as a chemical liquid injection pipe to be inserted into a casing pipe when a chemical liquid is injected into the ground to strengthen the ground during civil engineering work.

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

図は本考案の一例の斜視図である。 A……薬液注入管。 The figure is a perspective view of an example of the present invention. A...Medicine injection tube.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 表面等に応力を発生させた強化ガラス様に形成
したガラス管又はセラミツク管から成ることを特
徴とする土木用薬液注入管。
A chemical liquid injection tube for civil engineering, characterized by being made of a glass tube or ceramic tube formed like tempered glass with stress generated on the surface, etc.
JP8875281U 1981-06-18 1981-06-18 Expired JPS6215306Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8875281U JPS6215306Y2 (en) 1981-06-18 1981-06-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8875281U JPS6215306Y2 (en) 1981-06-18 1981-06-18

Publications (2)

Publication Number Publication Date
JPS57202429U JPS57202429U (en) 1982-12-23
JPS6215306Y2 true JPS6215306Y2 (en) 1987-04-18

Family

ID=29883915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8875281U Expired JPS6215306Y2 (en) 1981-06-18 1981-06-18

Country Status (1)

Country Link
JP (1) JPS6215306Y2 (en)

Also Published As

Publication number Publication date
JPS57202429U (en) 1982-12-23

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