JP3497116B2 - Spring water filtration method and apparatus - Google Patents

Spring water filtration method and apparatus

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Publication number
JP3497116B2
JP3497116B2 JP2000159659A JP2000159659A JP3497116B2 JP 3497116 B2 JP3497116 B2 JP 3497116B2 JP 2000159659 A JP2000159659 A JP 2000159659A JP 2000159659 A JP2000159659 A JP 2000159659A JP 3497116 B2 JP3497116 B2 JP 3497116B2
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JP
Japan
Prior art keywords
spring water
spring
water
filtering
strainer 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 - Lifetime
Application number
JP2000159659A
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Japanese (ja)
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JP2001336400A (en
Inventor
晴彦 阪本
Original Assignee
株式会社阪本商会
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Priority to JP2000159659A priority Critical patent/JP3497116B2/en
Publication of JP2001336400A publication Critical patent/JP2001336400A/en
Application granted granted Critical
Publication of JP3497116B2 publication Critical patent/JP3497116B2/en
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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、トンネル坑内で
掘削時に発生する湧水を濾過処理する湧水濾過処理方法
及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spring water filtering method and device for filtering spring water generated during excavation in a tunnel pit.

【0002】[0002]

【従来の技術】トンネルを掘削する工法として、削岩機
で岩盤に孔を掘りダイナマイト火薬を仕掛け、岩盤をく
ずして掘削する方法が知られている。この掘削方法で
は、掘削されたトンネル内にはトンネルに沿って支保工
を組立て、この支保工を含んでトンネル肌面にモルタル
を吹付けて表面を固め、トンネルの崩落を防止するため
の工事を施すと共に、トンネル両隅部には排水のための
側溝などが設けられる。
2. Description of the Related Art As a method for excavating a tunnel, there is known a method in which a rock drill is used to dig a hole in the bedrock, a dynamite powder is set, and the bedrock is broken. In this excavation method, the support work is assembled along the tunnel in the excavated tunnel, and mortar is sprayed on the tunnel skin surface including the support work to harden the surface and prevent the collapse of the tunnel. Along with the application, gutters for drainage are provided at both corners of the tunnel.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記工法で
掘削する場合、掘削が進むにつれて湧水が生じるが、湧
水が余りにも多いと掘削作業を中止し、湧水がある程度
止まるまで長時間待たざるを得ない場合があり、時とし
て、崩壊する危険性を含むこともある。このため掘削作
業が大幅に遅れることとなる。
By the way, when excavating by the above-mentioned construction method, spring water is generated as the excavation progresses, but if the spring water is too much, the excavation work is stopped, and the spring water is waited for a long time until it stops to some extent. It may be unavoidable and, at times, may involve the risk of collapse. Therefore, excavation work will be significantly delayed.

【0004】又、湧水が出るとその濁水をトンネルの側
溝に流し、これを途中に設けた濾過装置で濾過処理をし
て排水するという処理が一般に行なわれている。これ
は、濁水をそのまま下流に流すと河川を汚し、自然環境
を破壊するからである。しかし、一旦発生した湧水は濁
水となって流れるため、これを濾過装置で濾過する際に
一定以上の濾過速度が必要であり、このため濾過装置に
は酸素ガスや希硫酸、高分子凝集剤、その他の薬剤を使
用して濾過処理を短時間に行ない、湧水に対応できるも
のとしなければならない。湧水の量が多い程濾過装置の
処理能力も高くしなければならない。
Further, when spring water comes out, the turbid water is made to flow into the gutter of the tunnel, and the water is filtered by a filtering device provided on the way and drained. This is because if turbid water is allowed to flow downstream, it will pollute the river and destroy the natural environment. However, since the spring water once generated flows as muddy water, it is necessary to have a certain filtration speed when filtering this with a filtration device. Therefore, the filtration device must have oxygen gas, dilute sulfuric acid, or a polymeric flocculant. , It is necessary to use other chemicals for a short period of time for filtration so that spring water can be dealt with. The larger the amount of spring water, the higher the processing capacity of the filtration device must be.

【0005】この発明は、上記の問題に留意し、トンネ
ル掘削の際に場所によって生じる湧水により掘削作業を
中止して待機する時間を短くし、かつ湧水を清水として
濾過処理した後に側溝に流す湧水濾過処理方法及び装置
を得ることを課題とする。
In view of the above problems, the present invention shortens the time to stop and wait for excavation work due to spring water generated depending on the place during tunnel excavation, and after the spring water is filtered as fresh water, the gutter is An object of the present invention is to obtain a spring water filtration treatment method and device.

【0006】[0006]

【課題を解決するための手段】この発明は、上記の課題
を解決する手段として、トンネル坑内で掘削時に発生す
る湧水を濾過する湧水濾過処理方法において、掘削され
たトンネル内に生じた湧水点又はその付近に削孔を掘削
し、周囲の土に影響を及ぼさない濾過材でストレーナ管
の外周を囲んだ濾過手段を上記削孔に装着し、この濾過
手段で湧水を濾過して清水とし、その清水を所定の吸引
圧で吸引し、湧水を側溝へ排出するようにした湧水濾過
処理方法としたのである。
As a means for solving the above-mentioned problems, the present invention is provided when excavating inside a tunnel pit.
In the spring filtration method of filtering the spring water, drilling holes at or near the spring point generated in the excavated tunnel, and the outer periphery of the strainer pipe with a filter material that does not affect the surrounding soil. The enclosed filtration means is attached to the drilling hole, and the spring water is filtered by this filtration means to make fresh water, and the fresh water is sucked at a predetermined suction pressure and discharged to the gutter. It was a method.

【0007】上記処理方法では、湧水点又はその付近の
任意の位置に削孔を設けてそこに濾過手段が装着され
る。このため湧水が濾過手段で濾過され、所定の吸引圧
で吸引され清水として外部へ取り出される。このため、
湧水は濾過手段を設けた位置にその周囲から集められ、
吸引して排出されるため短時間に湧水を排出することと
なる。又、濾過手段を介して処理するため湧水が濁水の
ままで流れることはない。
In the above treatment method, a drilling hole is provided at an arbitrary position near or at the spring point, and the filtering means is mounted there. Therefore, the spring water is filtered by the filtering means, sucked at a predetermined suction pressure, and taken out as fresh water to the outside. For this reason,
The spring water is collected from the surroundings at the position where the filtering means is provided,
Since it is sucked and discharged, the spring water will be discharged in a short time. Further, since the water is treated through the filtering means, the spring water does not flow as turbid water.

【0008】 上記処理方法を実施する装置として、
ンネル坑内で掘削時に発生する湧水を濾過処理する濾過
処理装置において、掘削されたトンネル内に生じた湧水
点又はその付近に掘削した削孔に、周囲の土に影響を及
ぼさない湧水の濾過材で外周を囲みその内側にストレー
ナ管を組合わせて形成した濾過手段を設け、上記ストレ
ーナ管には管外周に多数のスリットを設け、濾過材で湧
水を濾過した清水を上記ストレーナ管に接続した吸引装
置により所定の吸引圧で吸引し、湧水を清水として側溝
へ排出するようにした湧水濾過処理装置を採用すること
ができる。
As an apparatus for implementing the above processing method ,
Filtration to process spring water generated during excavation in the tunnel
In the processing equipment, drill holes drilled at or near the spring point in the excavated tunnel are surrounded by a filter medium of spring water that does not affect the surrounding soil, and a strainer pipe is combined inside. The strainer pipe is provided with a plurality of slits on the outer circumference of the strainer pipe, and fresh water obtained by filtering the spring water with a filter medium is sucked at a predetermined suction pressure by a suction device connected to the strainer pipe to generate the spring water. It is possible to employ a spring filtration device that discharges water as fresh water to the gutter.

【0009】この装置では、濾過材で処理された清水を
ストレーナ管内に取り入れ、ストレーナ管に接続した吸
引装置で所定の吸引圧により外部へ清水を取り出す。こ
のため、湧水が急速に短時間で集められ排出される。
In this apparatus, fresh water treated with a filter medium is taken into the strainer pipe, and the suction device connected to the strainer pipe draws the fresh water to the outside by a predetermined suction pressure. Therefore, spring water is rapidly collected and discharged in a short time.

【0010】[0010]

【実施の形態】以下、この発明の実施の形態について図
面を参照して説明する。図1は実施形態の湧水濾過処理
装置の概略図を示している。図示のように、湧水濾過処
理装置は、湧水の濾過材とストレーナ(濾過)管を組合
わせて形成される濾過手段10と、濾過された清水を濾
過手段10から吸引するように接続される吸引装置20
とを備えている。濾過手段10は、図2に示すように、
トンネルT内の湧水点又はその付近の任意の点に掘削し
た削孔11内に濾過材12として珪砂を充填し、その中
に2重のストレーナ管13、14を設けて成る。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a schematic view of a spring water filtration treatment apparatus according to an embodiment. As shown in the figure, the spring water filtration device is connected to a filter means 10 formed by combining a filter material for spring water and a strainer (filter) pipe, and to suck filtered fresh water from the filter means 10. Suction device 20
It has and. The filtering means 10 is, as shown in FIG.
Silica sand is filled as a filtering material 12 into a drilled hole 11 drilled at a spring point in the tunnel T or an arbitrary point in the vicinity thereof, and double strainer tubes 13 and 14 are provided therein.

【0011】削孔11は、図示のように、奥側をやや下
り勾配になるよう傾斜状に横抜きボーリングマシンで掘
削して形成する。例として、図示の削孔11は直径13
8mmφであるが、138〜160mm程の適当な径と
すればよい。長さはボーリングマシンで掘削し得る限界
長さとする。濾過材12は珪砂以外でも珪砂と同等以上
の濾過機能を有する材料で、放置したままでも周囲の土
に影響を及ぼさないものであればよい。2重のストレー
ナ管のうち、外側のストレーナ管13は、内側のストレ
ーナ管14を保護するため鋼管製とされ、その外周に適
当なピッチ、長さで多数のスリット13aが設けてあ
る。このストレーナ管13は、図示の例では直径80m
mφ、スリット13aは2.5mm幅、150mm長さ
である。
As shown in the drawing, the drilled hole 11 is formed by excavating the back side in an inclined shape with a slight downward slope by a horizontal punching boring machine. As an example, the hole 11 shown has a diameter of 13
Although it is 8 mmφ, a suitable diameter of about 138 to 160 mm may be used. The length shall be the limit length that can be excavated by the boring machine. The filter material 12 is not limited to silica sand, and may be a material having a filtering function equal to or higher than that of silica sand, as long as it does not affect the surrounding soil even when left standing. Of the double strainer pipes, the outer strainer pipe 13 is made of a steel pipe to protect the inner strainer pipe 14, and a large number of slits 13a are provided on the outer periphery of the strainer pipe at an appropriate pitch and length. The strainer pipe 13 has a diameter of 80 m in the illustrated example.
mφ and the slit 13a are 2.5 mm wide and 150 mm long.

【0012】上記外側のストレーナ管13の先端は閉じ
られており、反対側端はキャップ13bを介して蓋さ
れ、このキャップ13bを貫通して内側のストレーナ管
14が挿通されている。このストレーナ管14は、塩化
ビニール材製であり、図示の例では直径40mmφで、
長さは外側のストレーナ管12より少し短い。ストレー
ナ管14にも適当なピッチ、長さで多数のスリット14
aが設けられており、スリット14aは1.5mm幅、
100mm長さである。
The tip of the outer strainer tube 13 is closed, the opposite end is covered by a cap 13b, and the inner strainer tube 14 is inserted through the cap 13b. The strainer pipe 14 is made of vinyl chloride material, and has a diameter of 40 mmφ in the illustrated example.
The length is slightly shorter than the outer strainer tube 12. The strainer tube 14 also has a large number of slits 14 with an appropriate pitch and length.
a is provided, the slit 14a has a width of 1.5 mm,
It is 100 mm long.

【0013】上記ストレーナ管14の突出端は調整弁2
1vを介して接続管21に接続され、接続管21は吸引
ポンプ22に接続されている。ポンプ容量は最大の湧水
量を考慮して経験に基づいて設定する。従って、この容
量に適合するポンプ馬力、揚程を持つ吸引ポンプ22及
びこれを駆動するモータ23を選定する。吸引ポンプ2
2の吐出側にも調整弁24が設けられ、この調整弁24
で吸込側の湧水の量と吐出量をバランスするように調整
できるようにして排出管25へ清水を排出する。排出管
25の端は側溝STへ排水するように設ける。
The protruding end of the strainer pipe 14 has a regulating valve 2
It is connected to the connecting pipe 21 via 1v, and the connecting pipe 21 is connected to the suction pump 22. The pump capacity is set based on experience considering the maximum water flow. Therefore, a suction pump 22 having a pump horsepower and a head suitable for this capacity and a motor 23 for driving the suction pump 22 are selected. Suction pump 2
A regulating valve 24 is also provided on the discharge side of 2, and the regulating valve 24
The fresh water is discharged to the discharge pipe 25 so that the amount of spring water on the suction side and the amount of discharge on the suction side can be adjusted with. The end of the discharge pipe 25 is provided so as to drain into the side groove ST.

【0014】上記構成の湧水濾過処理装置を組立てる手
順を図5に示す。まず、(a)図のように、トンネルT
内の壁にボーリングマシンで削孔限界まで掘削して削孔
11を形成する。(b)図のように、削孔11内に削孔
11に見合う長さのスリット管13を挿入する。そして
(c)図のように、削孔11とスリット管13との隙間
に濾過材12の珪砂を充填し、(d)図のようにスリッ
ト管13の内側にもう1つのスリット管14を挿入して
端部をキャップ13bで閉じる。さらに、スリット管1
4の突出端に吸引装置20の調整弁21vを接続し、接
続管21を吸引ポンプ22に接続して吸引装置20を接
続すると湧水濾過処理装置が湧水点又はその付近の所望
の位置に設置されることとなる。
FIG. 5 shows a procedure for assembling the spring water filtration treatment device having the above structure. First, as shown in FIG.
The inner wall is drilled by a boring machine to the drilling limit to form the drilled hole 11. (B) As shown in the figure, the slit tube 13 having a length corresponding to the drilled hole 11 is inserted into the drilled hole 11. Then, as shown in (c), the space between the drilled hole 11 and the slit tube 13 is filled with silica sand of the filter medium 12, and another slit tube 14 is inserted inside the slit tube 13 as shown in (d). Then, the end is closed with the cap 13b. Furthermore, slit tube 1
When the regulating valve 21v of the suction device 20 is connected to the protruding end of No. 4, the connecting pipe 21 is connected to the suction pump 22 and the suction device 20 is connected, the spring water filtration treatment device is at a desired position at or near the spring point. Will be installed.

【0015】上記のように設置された処理装置の濾過手
段10では湧水が濾過材の珪砂を介して濾過されて清水
となり、ストレーナ管13のスリット13aを通ってそ
の内側へ入る。さらに、この清水は内側のストレーナ管
14のスリット14aを通ってその内側へ入る。従っ
て、初期状態で濾過手段10から吸引ポンプ22までの
間に外気が入らないよう予め十分外気を抜いておく。
In the filtering means 10 of the processing apparatus installed as described above, the spring water is filtered through silica sand as the filtering material to become fresh water, and passes through the slit 13a of the strainer pipe 13 to enter the inside thereof. Further, this fresh water passes through the slit 14a of the inner strainer pipe 14 and enters the inside thereof. Therefore, in the initial state, the outside air is sufficiently removed in advance so that the outside air does not enter between the filtering means 10 and the suction pump 22.

【0016】こうして処理装置の準備が完了するとモー
タ23を起動させ吸引ポンプ22によりストレーナ管1
4内の清水を吸引する。吸引は調整弁21v、24によ
り湧水とバランスを保ちながら行ない、吸引された清水
を排出管25から側溝へ流す。こうして吸引ポンプ22
で湧水を連続的に吸引して清水として排出することによ
り湧水は、濾過手段10を設けた点に周囲から集めら
れ、かつ強制的に吸引、排出されるから、自然に湧水が
流出するのを待つよりもはるかに短時間で湧水が所定レ
ベル以下の量となり、トンネル掘削作業をさらに次の段
階へと効率よく進めることができる。又、湧水は濾過さ
れて清水として排出されるから、側溝から河川に流され
ても自然環境を汚すことなく処理される。
When the preparation of the processing device is completed in this way, the motor 23 is activated and the strainer pipe 1 is driven by the suction pump 22.
Aspirate the clear water in 4. Suction is performed by adjusting valves 21v and 24 while maintaining balance with spring water, and the sucked fresh water is flowed from the discharge pipe 25 to the side groove. Thus the suction pump 22
By continuously sucking the spring water and discharging it as fresh water, the spring water is collected from the surroundings at the point where the filtering means 10 is provided, and is forcibly sucked and discharged, so that the spring water naturally flows out. The amount of spring water is below a predetermined level in a much shorter time than waiting for the operation, and the tunnel excavation work can be efficiently advanced to the next stage. In addition, since spring water is filtered and discharged as fresh water, even if it flows into the river from the gutter, it is treated without polluting the natural environment.

【0017】上記実施形態ではトンネル内で湧水点又は
その付近の1箇所のみに湧水濾過処理装置を設けた例を
示したが、湧水点が複数箇所ある場合は、複数箇所に濾
過手段10をそれぞれ設けてもよい。その場合複数の濾
過手段10、10……に対しそれぞれ吸引装置20を接
続してもよいが、共通の1組の吸引装置20を接続する
ようにしてもよい。又、濾過手段10を設ける際に削孔
11をやや下向きに傾けて設けるとしたが、削孔11を
設ける方向は任意であり、必ずしも下向きに限る必要は
ない。
In the above-mentioned embodiment, the example in which the spring water filtering device is provided only at or near the spring point in the tunnel has been described. However, when there are a plurality of spring points, the filtering means is provided at a plurality of points. You may provide 10 respectively. In that case, the suction device 20 may be connected to each of the plurality of filtering means 10, 10 ... Or a single set of common suction device 20 may be connected. Further, although the drilling hole 11 is inclined slightly downward when the filtering means 10 is provided, the direction in which the drilling hole 11 is provided is arbitrary and is not necessarily limited to the downward direction.

【0018】[0018]

【発明の効果】以上、詳細に説明したように、この発明
の湧水濾過処理方法及び装置ではトンネル内の湧水点又
はその付近の任意の位置に掘削した削孔に濾過材を装填
し、これにより濾過された清水を削孔位置に集めて、所
定の吸引圧で吸引して取出すようにしたから、湧水がト
ンネル内で短時間で設置点に集中して集められ、かつ清
水として浄化処理されて側溝に流され、従って自然環境
を汚すことなく湧水を濾過処理できるため、掘削作業を
効率よく推進できるという効果が得られる。又、処理装
置は機構がシンプルで簡単であり、従来のような薬剤な
どは不要であって、コストも安価であるという利点が得
られる。
As described above in detail, in the spring water filtration method and device of the present invention, a filter material is loaded into a drilled hole at a spring point in a tunnel or at an arbitrary position in the vicinity thereof, As a result, the filtered fresh water is collected at the drilling position and sucked at a predetermined suction pressure to be taken out, so that the spring water is concentrated and collected at the installation point within the tunnel in a short time and purified as clear water. Since the spring water can be filtered and treated without being polluted with the natural environment after being treated and flowed into the gutter, the effect of efficiently promoting excavation work can be obtained. Further, the processing apparatus has the advantages that the mechanism is simple and simple, no conventional chemicals are required, and the cost is low.

【図面の簡単な説明】[Brief description of drawings]

【図1】実施形態の湧水濾過処理装置をトンネルT内に
装備した状態の全体概略図
FIG. 1 is an overall schematic view of a state in which a spring filtration device according to an embodiment is installed in a tunnel T.

【図2】同上の処理装置の主要構成図FIG. 2 is a main configuration diagram of the processing device of the above.

【図3】濾過手段の断面図FIG. 3 is a sectional view of a filtering means.

【図4】図3の矢視IV−IVから見た断面図FIG. 4 is a sectional view taken along the line IV-IV in FIG.

【図5】濾過手段の組立手順の説明図FIG. 5 is an explanatory view of an assembling procedure of the filtering means.

【符号の説明】[Explanation of symbols]

10 濾過手段 11 削孔 12 濾過材 13、14 ストレーナ管 13a、14a スリット 20 吸引装置 22 吸引ポンプ 25 排出管 ST 側溝 10 Filtering means 11 Drilling 12 Filter media 13, 14 strainer tube 13a, 14a slit 20 Suction device 22 Suction pump 25 discharge pipe ST gutter

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI B01D 29/10 520Z 530Z ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI B01D 29/10 520Z 530Z

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 トンネル坑内で掘削時に発生する湧水を
濾過処理する湧水濾過処理方法において、掘削されたト
ンネル内に生じた湧水点又はその付近に削孔を掘削し、
周囲の土に影響を及ぼさない濾過材でストレーナ管の外
周を囲んだ濾過手段を上記削孔に装着し、この濾過手段
で湧水を濾過して清水とし、その清水を所定の吸引圧で
吸引して側溝へ排出するようにしたことを特徴とする
水濾過処理方法。
1. Spring water generated during excavation in a tunnel mine
In the spring water filtration method of filtering, a drilling hole is drilled at or near the spring point generated in the excavated tunnel,
The filtering means that surrounds the outer circumference of the strainer pipe with a filtering material that does not affect the surrounding soil is attached to the drilling hole, the spring water is filtered by this filtering means to make fresh water, and the fresh water is sucked at a predetermined suction pressure. Then , the spring water filtration treatment method is characterized in that it is discharged to the gutter.
【請求項2】 トンネル坑内で掘削時に発生する湧水を
濾過処理する湧水濾過処理装置において、掘削されたト
ンネル内に生じた湧水点又はその付近に掘削した削孔
に、周囲の土に影響を及ぼさない濾過材で外周を囲みそ
の内側にストレーナ管を組合わせて形成した濾過手段を
設け、上記ストレーナ管には管外周に多数のスリットを
設け、濾過材で湧水を濾過した清水を上記ストレーナ管
に接続した吸引装置により所定の吸引圧で吸引し、湧水
を清水として側溝へ排出するようにしたことを特徴とす
湧水濾過処理装置。
2. Spring water generated during excavation in a tunnel mine
In a spring water filtration device for filtering, drill holes drilled at or near the spring point formed in the excavated tunnel are surrounded by a filter material that does not affect the surrounding soil, and a strainer pipe is placed inside The strainer pipe is provided with a plurality of slits on the outer circumference of the strainer pipe, and fresh water obtained by filtering spring water with a filter medium is sucked at a predetermined suction pressure by a suction device connected to the strainer pipe. However , the spring water is discharged as fresh water to the gutter .
Spring water filtration processing apparatus that.
【請求項3】 前記濾過材を珪砂としたことを特徴とす
る請求項2に記載の湧水濾過処理装置
3. The spring filtration apparatus according to claim 2, wherein the filter material is silica sand.
【請求項4】 前記ストレーナ管を内、外2重に設けた
ことを特徴とする請求項2又は3に記載の湧水濾過処理
装置。
4. The spring water filtration treatment device according to claim 2, wherein the strainer pipe is provided inside and outside twice.
JP2000159659A 2000-05-30 2000-05-30 Spring water filtration method and apparatus Expired - Lifetime JP3497116B2 (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000159659A JP3497116B2 (en) 2000-05-30 2000-05-30 Spring water filtration method and apparatus

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JP2001336400A JP2001336400A (en) 2001-12-07
JP3497116B2 true JP3497116B2 (en) 2004-02-16

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