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JPH0338400B2 - - Google Patents
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JPH0338400B2 - - Google Patents

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Publication number
JPH0338400B2
JPH0338400B2 JP58065910A JP6591083A JPH0338400B2 JP H0338400 B2 JPH0338400 B2 JP H0338400B2 JP 58065910 A JP58065910 A JP 58065910A JP 6591083 A JP6591083 A JP 6591083A JP H0338400 B2 JPH0338400 B2 JP H0338400B2
Authority
JP
Japan
Prior art keywords
water
tunnel
dust
face
air
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
JP58065910A
Other languages
Japanese (ja)
Other versions
JPS59192200A (en
Inventor
Haruo Takano
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Okumura Corp
Original Assignee
Okumura Corp
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 by Okumura Corp filed Critical Okumura Corp
Priority to JP6591083A priority Critical patent/JPS59192200A/en
Publication of JPS59192200A publication Critical patent/JPS59192200A/en
Publication of JPH0338400B2 publication Critical patent/JPH0338400B2/ja
Granted legal-status Critical Current

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  • Details Or Accessories Of Spraying Plant Or Apparatus (AREA)
  • Waste-Gas Treatment And Other Accessory Devices For Furnaces (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【発明の詳細な説明】 本発明はトンネル坑内の粉塵を水滴によつて処
理する方法とその方法を実施するための装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for treating dust in a tunnel using water droplets and an apparatus for carrying out the method.

通常、トンネル工事においては、切羽部の岩盤
堀削を行うために発破を行つたり或いはトンネル
覆工を施すためにコンクリートの吹付けが行われ
るが、この際、発破による有害ガス或いは岩石や
コンクリートの粉塵が発生し、トンネル坑内の空
気が汚染して作業員の健康を害する原因となつて
いる。
Normally, in tunnel construction, blasting is performed to excavate the bedrock at the face, or concrete is sprayed to line the tunnel. This generates dust, which pollutes the air inside the tunnel and harms the health of workers.

このため、坑外から清浄な空気を取入れて切羽
にまで送ることにより換気を行う方法が採用され
ているが、コンクリート吹付けを行う場合には粉
塵の発生量が等に多く、このような方法では充分
に換気することができないものである。
For this reason, a method of ventilation is adopted by taking in clean air from outside the mine and sending it to the face, but when concrete is shot, a large amount of dust is generated, so this method It is not possible to provide sufficient ventilation.

又、従来からこのような粉塵の処理装置が種々
開発されているが、いずれもトンネル断面の変化
や粉塵発生量の変化、即ち、粉塵処理量の変化に
対応できるように構成されておらず、大規模な装
置を設置することによつて粉塵の処理を行つてい
るばかりか発破ガスや粉塵を含んだ空気はトンネ
ル上方に滞溜する性質があるので、処理装置をト
ンネル上方に設置しなければならない。このた
め、トンネル施工コストが高くつくばかりでなく
坑内の作業空間が狭くなつて作業能率が低下する
等の問題点があつた。
In addition, although various types of dust processing devices have been developed, none of them are configured to handle changes in the tunnel cross section or the amount of dust generated, that is, changes in the amount of dust processed. Not only is dust treated by installing large-scale equipment, but air containing blasting gas and dust tends to accumulate above the tunnel, so treatment equipment must be installed above the tunnel. No. For this reason, there were problems such as not only high tunnel construction costs but also a narrow working space inside the mine, resulting in a decrease in work efficiency.

更に、噴霧水の吹きつけによつて粉塵を吸着除
去することも行われているが、その噴霧ノズルに
連通する噴霧水供給配管はトンネル内を通じて配
管しているために、上記同様に作業空間が狭くな
るばかりでなく、噴霧に使用した多量の水がトン
ネル内に滞留して作業に悪影響を及ぼし、又、そ
の排水処理が極めて因難である等の問題点を有す
る。
Furthermore, dust is also adsorbed and removed by spraying water, but since the spray water supply piping that communicates with the spray nozzle is routed through a tunnel, the work space is also reduced as described above. Not only is the tunnel narrow, but a large amount of water used for spraying remains in the tunnel, adversely affecting work, and the wastewater treatment is extremely difficult.

本発明はこのような問題点をなくするために、
トンネルの切羽部近傍において、該切羽部近傍に
設置した水槽内の液体をトンネルの幅方向に配設
した複数個のノズルからトンネル壁面に向かつて
噴霧することによりトンネル断面の下方部からト
ンネル壁面間に亘つて霧状の水膜を形成する一
方、該水膜下方部から切羽側に向かつて清浄な空
気を圧送し、この気流によつて切羽側の粉塵を含
んだ空気を切羽面の上方から後方の前記水膜側に
流動させ、この水膜により空気中の粉塵を吸着、
除去しながら下方に配設した受水板上に流下さ
せ、該受水板上を流動させて再び前記水槽内に還
流させることを特長とするトンネルの粉塵処理方
法およびその方法を実施する装置を提供するもの
である。
In order to eliminate such problems, the present invention has the following features:
In the vicinity of the tunnel face, liquid in a water tank installed near the face is sprayed from a plurality of nozzles arranged in the width direction of the tunnel toward the tunnel wall, thereby spraying water from the lower part of the tunnel cross section to the space between the tunnel walls. While forming a mist-like water film, clean air is forced from the lower part of the water film toward the face side, and this air flow blows the air containing dust from above the face side. It flows to the rear water film side, and this water film adsorbs dust in the air.
A method for treating dust in a tunnel, which is characterized by causing the dust to flow down onto a water receiving plate disposed below while removing dust, flowing on the water receiving plate, and returning to the water tank again, and an apparatus for carrying out the method. This is what we provide.

本発明の実施例を図面について説明すると、1
は移動台車2上に配設した台枠で、水槽3を配置
していると共にこの水槽3の下部両側に沿つて送
気フアン4を有するダクト5,5を前後方向(ト
ンネルの長さ方向)に配設、固定してあり、該ダ
クト5の前後開口端を夫々前後方向に向けて開口
させてある。
Embodiments of the present invention will be explained with reference to the drawings: 1
is an underframe placed on the movable trolley 2, in which a water tank 3 is arranged, and ducts 5, 5 having air supply fans 4 along both sides of the lower part of this water tank 3 are connected in the front and back direction (in the longitudinal direction of the tunnel). The front and rear opening ends of the duct 5 are respectively opened in the front and rear direction.

6は台枠1の両側において、水槽3の下部両側
に沿つて固定した給水パイプで、水槽3内に設置
した給水ポンプ7に連結、連通してあり、さらに
その先端に、台枠1に回動自在に支承された回動
パイプ8をスイベルパイプジヨイント9を介して
接続してある。
Numeral 6 is a water supply pipe fixed along both sides of the lower part of the water tank 3 on both sides of the underframe 1, and is connected and communicated with a water supply pump 7 installed in the water tank 3. A rotatably supported rotary pipe 8 is connected via a swivel pipe joint 9.

10,10は回動パイプ8,8にその基端を一
体に連結、連通している主噴霧パイプで、夫々両
側に2本宛平行にして外側方(トンネルの巾方
向)に延出可能にしてあり、さらにこれ等の主噴
霧パイプ10,10の先端にスイベルパイプジヨ
イント11,11を介して同じく先端噴霧パイプ
12,12を延長方向に接続し、主噴霧パイプ1
0に対して折畳み回動自在にしてある。又、これ
等の噴霧パイプ10,12は、外側方に展開、延
出させた状態において上向きに開口する複数個の
噴霧ノズル13,13…13を長さ方向に適宜間
隔毎に設けてある。
Reference numerals 10 and 10 denote main spray pipes whose base ends are integrally connected and communicated with the rotating pipes 8 and 8, two of which are arranged in parallel on each side so that they can extend outward (in the width direction of the tunnel). Further, tip spray pipes 12, 12 are connected in the extending direction to the tips of these main spray pipes 10, 10 via swivel pipe joints 11, 11, and the main spray pipes 1
It is foldable and rotatable relative to 0. Further, these spray pipes 10, 12 are provided with a plurality of spray nozzles 13, 13, . . . 13, which open upward when expanded and extended outward, at appropriate intervals in the length direction.

14,15は噴霧パイプ10,12の下面側に
夫々の中央部を一体に取付けた方形状の受水板
で、その長さは水槽3の長さに略々等しく形成さ
れてあり、又、先端の噴霧パイプ12の下面側に
沿つて固定した受水板15の基端縁部を主噴霧パ
イプ10の下面側に沿つて固定した受水板14の
先端縁部の上面に重ね合わせ、且つ、先端側の受
水板15が必要以上に下方に折曲しないようにし
てある。
14 and 15 are rectangular water receiving plates whose central portions are integrally attached to the lower surfaces of the spray pipes 10 and 12, and whose length is approximately equal to the length of the water tank 3; The proximal edge of the water receiving plate 15 fixed along the lower surface side of the spray pipe 12 at the tip is overlapped with the upper surface of the distal edge of the water receiving plate 14 fixed along the lower surface side of the main spray pipe 10, and , the water receiving plate 15 on the tip side is prevented from being bent downward more than necessary.

16,16は給水及び回動パイプ6,8の下方
に沿つて台枠1の両側に配設した受水樋で、その
開口端上方に受水板14の基端縁を臨ませてあ
り、さらに、これ等の受水樋16はトンネルの切
羽側に向かつてやや下方に傾斜した状態で固定し
てあり、その下傾端を台枠1の前端下部に配設し
た集水タンク17の開口端上に臨ませてある。
Reference numerals 16 and 16 denote water receiving gutters arranged on both sides of the underframe 1 along the lower part of the water supply and rotation pipes 6 and 8, and the base end edge of the water receiving plate 14 faces above the opening end of the gutters. Furthermore, these water receiving gutters 16 are fixed in a slightly downwardly inclined state towards the face side of the tunnel, and their downwardly inclined ends are the openings of the water collecting tank 17 arranged at the lower front end of the underframe 1. It is facing towards the top.

18は集水タンク17内に設置した戻しポンプ
で、集水タンク17内で炉過された水を配管19
を通じて水槽3内に導入させるものである。
18 is a return pump installed in the water collection tank 17, and the water that has been filtered in the water collection tank 17 is transferred to the pipe 19.
It is introduced into the aquarium 3 through.

20は受水板14,15の下面において中央か
らやや切羽側寄りの部分に、トンネルの巾方向に
適宜間隔に取付けた掛具で、防風シート21,2
2の上端縁に取付けた掛止金具(図示せず)を該
掛具20に引掛けることによつて防風シート2
1,22を受水板14,15の下面からトンネル
底面に亘つて垂設させ、この防風シート21,2
2によつて受水板下方のトンネル断面空間を遮閉
し、空気の移動を防止するものである。
Reference numeral 20 denotes hooks attached to the lower surfaces of the water receiving plates 14, 15 at a portion slightly closer to the face side from the center at appropriate intervals in the width direction of the tunnel, and are attached to the windbreak sheets 21, 2.
Windbreak sheet 2
1 and 22 are hung vertically from the lower surfaces of the water receiving plates 14 and 15 to the bottom surface of the tunnel, and these windbreak sheets 21 and 2
2 to close off the tunnel cross-sectional space below the water receiving plate and prevent air movement.

23は水槽3の上端開口部を閉止することによ
つて形成した作業足場で、ウインチ24を設置し
てあり、このウインチ24に巻回した索条25を
前記主噴霧パイプ10,10間に横架した連結前
後26に結着して噴霧パイプ10を上下方向に回
動させるようにしてある。27は作業足場23の
周縁に立設した安全柵である。
23 is a work platform formed by closing the upper end opening of the water tank 3, and a winch 24 is installed on the work platform, and a cable 25 wound around the winch 24 is placed horizontally between the main spray pipes 10, 10. The spray pipe 10 is connected to the front and rear connections 26 and rotated in the vertical direction. 27 is a safety fence erected around the periphery of the work scaffold 23.

以上のように構成したトンネルの粉塵処理装置
によつて切羽部分における粉塵処理方法を述べる
と、まず、台車2を移動させてトンネルaの切羽
部近傍に停止させる。次いで、ウインチ24を作
動させて第1図左側に示すように折畳み状態にあ
る噴霧パイプ10,12を下方に降ろしたのち、
先端噴霧パイプ12を人手により反転させて主噴
霧パイプ10と同一軸線上に延出させ、これらの
パイプ10,12を外端(トンネル壁面側)から
内端(台枠側)に向かつて緩やかに下方に傾斜さ
せると同時に、パイプ10,12の下面側に取付
けた受水板14,15もパイプ10,12と一体
に展開されて同様の傾斜状態となる。なお、先端
噴霧パイプ12は主噴霧パイプ10に対して適宜
角度で起立可能にすることにより、トンネル断面
の大きさに対処できるようにしてある。次に、受
水板14,15の下面に防風シート21,22を
取付けてトンネル下方部の通風を防止する。
To describe a method for treating dust at a face portion using the tunnel dust treatment apparatus configured as described above, first, the cart 2 is moved and stopped near the face portion of the tunnel a. Next, after operating the winch 24 and lowering the spray pipes 10 and 12 in the folded state as shown on the left side of FIG. 1,
The tip spray pipe 12 is manually turned over so that it extends on the same axis as the main spray pipe 10, and these pipes 10, 12 are gently moved from the outer end (tunnel wall side) to the inner end (underframe side). At the same time as the pipes 10 and 12 are tilted downward, the water receiving plates 14 and 15 attached to the lower surfaces of the pipes 10 and 12 are also unfolded together with the pipes 10 and 12 to be in a similar tilted state. The tip spray pipe 12 is made to be able to stand up at an appropriate angle with respect to the main spray pipe 10, so that it can cope with the size of the tunnel cross section. Next, windbreak sheets 21 and 22 are attached to the lower surfaces of the water receiving plates 14 and 15 to prevent drafts in the lower part of the tunnel.

こうして準備が完了したのち給水ポンプ7を作
動させると、水槽3内の水が給水パイプ6、回動
パイプ8を通じて噴霧パイプ10,12に圧送さ
れ、そのノズル13から上方に向かつて噴霧され
てトンネルaの壁面に流突し、トンネルaの長さ
方向の一定区間内にパイプ10,12からトンネ
ル壁面間に亘つて水膜28が形成される。
When the water supply pump 7 is activated after the preparation is completed in this way, the water in the water tank 3 is sent under pressure through the water supply pipe 6 and the rotating pipe 8 to the spray pipes 10 and 12, and is sprayed upward from the nozzle 13 into the tunnel. The water flows onto the wall surface of tunnel a, and a water film 28 is formed within a certain section in the length direction of tunnel a, extending from the pipes 10 and 12 to between the tunnel wall surface.

一方、送気フアン4を作動させると、坑口側の
清浄な空気がダクト5の後端開口部から吸引さ
れ、水膜28の下方部を通過してその前端開口部
からトンネル底部に沿つて切羽b側に流出し、そ
の空気流が切羽に沿つて下方から上方に流れたの
ち反転してトンネル上半部内を後方に向かつて流
動することになる。
On the other hand, when the air supply fan 4 is operated, clean air from the mine entrance side is sucked through the rear end opening of the duct 5, passes through the lower part of the water film 28, and flows from the front end opening along the tunnel face. The air flows out to the b side, flows from below to above along the face, then reverses and flows backward within the upper half of the tunnel.

この状態において、切羽側で覆工のためのコン
クリート吹付け作業を行うと、その吹付けによつ
て発生する粉塵が前記空気流に吹付け空気と共に
混合し、切羽面と水膜28及び防風シート21,
22とによつて囲まれたトンネル切羽部内の空気
量が増大して水膜28を通過することになる。
In this state, when concrete is sprayed for lining on the face side, the dust generated by the spraying mixes with the sprayed air in the air flow, causing the water film 28 and the windbreak sheet to form on the face side. 21,
The amount of air in the tunnel face surrounded by the tunnel face 22 increases and passes through the water film 28.

而して、水膜28を通過中に該空気に含まれた
粉塵が水膜28の水滴に吸着され、受水板14,
15上に流下して該受水板14,15上から受水
樋16を通じ集水タンク17内に流入する。
Therefore, the dust contained in the air while passing through the water film 28 is adsorbed by the water droplets of the water film 28, and the water receiving plate 14,
The water flows down onto the water receiving plates 14 and 15 and flows into the water collection tank 17 through the water receiving gutter 16.

集水タンク17内において、粉塵が沈降、炉過
され、清浄化した水が再び水槽3内に戻されると
共にこの水槽3内においても残余の粉塵が沈降、
除去される。一方、水膜28を通過中に粉塵を除
去されて清浄化した空気は再びダクト5を通じて
切羽側に供給されるものである。
In the water collection tank 17, the dust settles and is passed through the furnace, and the purified water is returned to the water tank 3, and the remaining dust settles in the water tank 3 as well.
removed. On the other hand, the air, which has been purified by removing dust while passing through the water film 28, is again supplied to the face side through the duct 5.

なお、以上の実施例においては、装置全体を台
車2上に載置して移動可能としたが、台車2を使
用することなく切羽部近傍に直接配設してもよ
い。
In the above embodiment, the entire device was placed on the trolley 2 to be movable, but the device may be placed directly near the face portion without using the trolley 2.

又、粉塵除去効果を増すため、有害ガスを吸着
するために、水に界面活性剤や薄い硫酸アンモン
等の有害ガスの反応剤を添加することが望まし
い。
Further, in order to increase the dust removal effect and adsorb harmful gases, it is desirable to add a surfactant or a harmful gas reactant such as dilute ammonium sulfate to the water.

以上のように本発明のトンネルの粉塵処理方法
は、トンネルの切羽部近傍において、該切羽近傍
に設置した水槽内の液体をトンネルの幅方向に配
設した複数個のノズルからトンネル壁面に向かつ
て噴射することによりトンネル断面の下方部から
トンネル壁面間に亘つて霧状の水膜を形成する一
方、該水膜の下方部から切羽に向かつて清浄な空
気を圧送してその空気圧により切羽側の粉塵を含
んだ空気を前記水膜を通過させて坑口側に流動さ
せ、水膜を通過時にこの水膜によつて空気中の粉
塵を吸着、除去しながら下方に配設し受水板上に
流下させ、該受水板上を流動させて再び前記水槽
内に還流させるものであるから、複数個のノズル
から液体をトンネル上方壁面にまで噴霧してトン
ネル断面を遮蔽する水膜を形成するので、液体の
吐出力を調整するだけでトンネル断面形状の大き
さが変化してもそれに対応してトンネル断面を水
膜によつて完全に遮蔽することができ、この状態
で水膜後方側から切羽側に清浄な空気を供給する
ので、切羽側で粉塵を確実にこの空気流に混入さ
せて水膜を通過させることができ、その通過時に
水膜により粉塵を吸着、除去させることができる
と共に、水膜を通過して清浄化された空気を再び
環流させて坑口側からの空気の積極的な供給を行
うことなく比較的簡単な装置によつて粉塵の処理
が行い得るものである。
As described above, in the tunnel dust treatment method of the present invention, liquid in a water tank installed near the tunnel face is directed toward the tunnel wall surface from a plurality of nozzles arranged in the width direction of the tunnel. By spraying, a mist-like water film is formed from the lower part of the tunnel cross section to between the tunnel walls, and at the same time, clean air is force-fed from the lower part of the water film toward the face, and the air pressure is used to spray the water on the face side. The air containing dust is made to flow towards the mine entrance through the water film, and as it passes through the water film, the water film adsorbs and removes the dust in the air, and the water film is placed below and onto the water receiving plate. Since the liquid is caused to flow down, flow over the water receiving plate, and return to the water tank, the liquid is sprayed from a plurality of nozzles to the upper wall surface of the tunnel to form a water film that shields the cross section of the tunnel. By simply adjusting the liquid discharge force, even if the size of the tunnel cross-section changes, the tunnel cross-section can be completely shielded by a water film, and in this state, the face can be completely shielded from the rear of the water film. Since clean air is supplied to the side, dust can be reliably mixed into this air flow on the face side and passed through the water film, and as it passes through, the water film can adsorb and remove the dust. The dust can be treated with a relatively simple device by circulating the purified air through the water membrane again and without actively supplying air from the mine entrance.

さらに、水膜の厚さや噴霧量を調節すると共に
清浄な空気の送風量を調節することによつて粉塵
量の多少に拘らず除去処理が可能となるのは勿
論、粉塵を吸着した水膜をその下方に配設した受
水板に流下させ、該受水板上を流動させて再び前
記水槽内に還流させるので、トンネル内に給水配
管を配設することなく噴霧水を循環させながら能
率よく粉塵の処理が行えると共にトンネル内に処
理水が滞留することもないから、作業環境や作業
性の向上を図ることができ、その上、噴霧水に吸
着された粉塵を循環中に分離、除去することがで
きて、再び清浄化した噴霧水としての循環使用が
可能となるものである。
Furthermore, by adjusting the thickness of the water film and the amount of spray, as well as the amount of clean air blown, it is possible to remove dust regardless of the amount of dust, and it is also possible to remove the water film that has adsorbed dust. The spray water is allowed to flow down to the water receiving plate installed below the water receiving plate, flowed on the water receiving plate, and then returned to the water tank, so that the spray water can be efficiently circulated without installing water supply pipes in the tunnel. Since dust can be treated and treated water does not remain in the tunnel, it is possible to improve the working environment and work efficiency.Furthermore, dust adsorbed by spray water can be separated and removed during circulation. This makes it possible to reuse the spray water as purified water.

又、本発明によれば、前記噴霧パイプをトンネ
ルの巾方向に設けてトンネル壁面に向かつて噴出
させるので、トンネル上方に滞留する発破ガス等
を確実に除去できると共にトンネル壁面も充分に
清掃でき、その上、パイプの下方に沿つて噴霧水
を水槽内に環流させる受水板を配設しているの
で、粉塵を吸着した水滴を確実に処理部を介して
水槽側へと循環、導入させることができるもので
あり、又受水板の下面側には防風シートを垂設し
たことによつてトンネル底部側からの粉塵混合空
気が坑口側に流出するのを阻止でき、従つて、作
業員は健康を害することなく安心して作業が行え
ると共に該防風シートを介して作業員や作業者の
通行が可能となり、粉塵処理によつて他の作業の
支障となることがないものである。
Further, according to the present invention, since the spray pipe is provided in the width direction of the tunnel and the spray is ejected toward the tunnel wall surface, blasting gas etc. staying above the tunnel can be reliably removed, and the tunnel wall surface can also be sufficiently cleaned. In addition, a water receiving plate is installed along the bottom of the pipe to circulate spray water into the water tank, ensuring that water droplets that have absorbed dust are reliably circulated and introduced into the water tank via the processing section. In addition, by installing a windbreak sheet vertically on the bottom side of the water receiving plate, it is possible to prevent the dust-mixed air from flowing from the tunnel bottom side to the tunnel entrance side. Work can be carried out with peace of mind without harming one's health, workers can pass through the windproof sheet, and dust disposal does not interfere with other work.

又、噴霧ノズルを折畳み式に構成することによ
つてトンネル断面の大きさの変化に対応できると
共に処理作業の開始、終了作業が簡単となるもの
である。
Further, by configuring the spray nozzle in a foldable manner, it is possible to cope with changes in the size of the tunnel cross section, and it is possible to easily start and end the treatment work.

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

図面は本発明の実施例を示すもので、第1図は
その正面図、第2図は平面図、第3図は側面図、
第4図は作業状態を示す簡略側面図である。 1……台枠、2……台車、3……水槽、5……
ダクト、10,12……噴霧パイプ、13……ノ
ズル、14,15……受水板、21,22……防
風シート。
The drawings show an embodiment of the present invention; FIG. 1 is a front view, FIG. 2 is a plan view, and FIG. 3 is a side view.
FIG. 4 is a simplified side view showing the working state. 1...Underframe, 2...Dolly, 3...Aquarium, 5...
Duct, 10, 12... Spray pipe, 13... Nozzle, 14, 15... Water receiving plate, 21, 22... Windproof sheet.

Claims (1)

【特許請求の範囲】 1 トンネルの切羽部近傍において、該切羽部近
傍に設置した水槽内の液体をトンネルの幅方向に
配設した複数個のノズルからトンネル壁面に向か
つて噴霧することによりトンネル断面の下方部か
らトンネル壁面間に亘つて霧状の水膜を形成する
一方、該水膜の下方部から切羽に向かつて清浄な
空気を圧送してその空気圧により切羽側の粉塵を
含んだ空気を前記水膜を通過させて坑口側に流動
させ、該水膜の通過時にこの水膜によつて空気中
の粉塵を吸着、除去しながら下方に配設した受水
板上に流下させ、該受水板上を流動させて再び前
記水槽内に還流させることを特徴とするトンネル
の粉塵処理方法。 2 台枠に水槽と、フアンにより空気を切羽に向
かつて圧送するダクトとを配設し、前記水槽の下
端部両側に、複数個の上向き噴霧ノズルを有する
パイプをトンネルの巾方向に配設してトンネル壁
面に向かつて水槽内の水をノズルから噴出させる
ようにすると共に該パイプの下方に沿つて噴霧水
を水槽内に還流させる受水板を配設し、さらに、
この受水板の下面側に防風シートを垂設したこと
を特徴とするトンネルの粉塵処理装置。
[Claims] 1. In the vicinity of the tunnel face, liquid in a water tank installed near the face is sprayed toward the tunnel wall surface from a plurality of nozzles arranged in the width direction of the tunnel, thereby reducing the cross section of the tunnel. A mist-like water film is formed between the tunnel walls from the lower part of the tunnel, while clean air is pumped from the lower part of the water film toward the tunnel face, and the air pressure removes dust-laden air from the tunnel face. The water is allowed to flow to the mine entrance side through the water film, and as it passes through the water film, the water film adsorbs and removes dust particles from the air while flowing down onto the water receiving plate disposed below. A method for treating dust in a tunnel, which comprises causing the water to flow over a water plate and then flowing back into the water tank. 2 A water tank and a duct for pumping air toward the face using a fan are arranged on the underframe, and pipes each having a plurality of upward spray nozzles are arranged on both sides of the lower end of the water tank in the width direction of the tunnel. A water receiving plate is disposed along the lower part of the pipe to cause the water in the water tank to be jetted out from a nozzle toward the tunnel wall surface, and to flow the sprayed water back into the water tank along the lower part of the pipe, and further,
A dust treatment device for a tunnel, characterized in that a windproof sheet is provided vertically on the lower surface of the water receiving plate.
JP6591083A 1983-04-13 1983-04-13 Tunnel dust treating method and apparatus Granted JPS59192200A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6591083A JPS59192200A (en) 1983-04-13 1983-04-13 Tunnel dust treating method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6591083A JPS59192200A (en) 1983-04-13 1983-04-13 Tunnel dust treating method and apparatus

Publications (2)

Publication Number Publication Date
JPS59192200A JPS59192200A (en) 1984-10-31
JPH0338400B2 true JPH0338400B2 (en) 1991-06-10

Family

ID=13300586

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6591083A Granted JPS59192200A (en) 1983-04-13 1983-04-13 Tunnel dust treating method and apparatus

Country Status (1)

Country Link
JP (1) JPS59192200A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009063682A1 (en) * 2007-11-16 2009-05-22 Norihiro Amou Method of purification-processing for air in tunnel

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110966037B (en) * 2019-12-27 2021-05-25 重庆菲莫科技有限公司 Be used for mine gas monitoring to handle robot

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009063682A1 (en) * 2007-11-16 2009-05-22 Norihiro Amou Method of purification-processing for air in tunnel

Also Published As

Publication number Publication date
JPS59192200A (en) 1984-10-31

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