JPH08296600A - Suction adjusting device for suction device - Google Patents

Suction adjusting device for suction device

Info

Publication number
JPH08296600A
JPH08296600A JP12433795A JP12433795A JPH08296600A JP H08296600 A JPH08296600 A JP H08296600A JP 12433795 A JP12433795 A JP 12433795A JP 12433795 A JP12433795 A JP 12433795A JP H08296600 A JPH08296600 A JP H08296600A
Authority
JP
Japan
Prior art keywords
suction port
suction
muddy water
liquid level
tank
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.)
Granted
Application number
JP12433795A
Other languages
Japanese (ja)
Other versions
JP2751024B2 (en
Inventor
Mitsufumi Igasaki
満文 伊賀崎
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.)
KOWA KIKAI KK
Original Assignee
KOWA KIKAI KK
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 KOWA KIKAI KK filed Critical KOWA KIKAI KK
Priority to JP12433795A priority Critical patent/JP2751024B2/en
Publication of JPH08296600A publication Critical patent/JPH08296600A/en
Application granted granted Critical
Publication of JP2751024B2 publication Critical patent/JP2751024B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To dissolve the clogging of sludge in a hose at high head by providing a tank with a first suction port for sucking muddy water and the like and a second suction port for sucking air, and switching a solenoid valve on to open the second suction port when a liquid level reaches a specified position. CONSTITUTION: A tank 10 is provided with a first suction port 70 for sucking muddy water and the like by the suction pressure of a vacuum pump, a second suction port 60 for sucking air, and a discharge port 80 for discharging sucked material. A liquid level detecting means 40 is provided to detect the liquid level of muddy water and the like sucked into the tank 10, and a solenoid valve 50 is provided at the second suction port 60 so as to open/close the second suction port 60. A control means 30 is further provided to switch the solenoid valve 50 on to open the second suction port 60 when the detection value from the liquid level detecting means 40 reaches the specified value. Accordingly, even if the whole suction port part of a hose is placed in liquid, air is automatically adjusted to suck together with the muddy water so as to improve workability at the time of sucking muddy water.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、地下工事やトンネル工
事の掘削時に発生する湧水や泥水等を高揚程で吸引する
装置に使用される吸引調整装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suction adjusting device used for a device for sucking spring water, mud water, etc. generated at the time of excavation for underground construction or tunnel construction at a high head.

【0002】[0002]

【従来の技術】従来、地下工事等に用いられる吸引装置
では、図4に示される構成の吸引装置300が知られて
いる(特開平5−280069号公報)。この装置30
0は、縦方向または斜方向に掘削された掘削坑5内に配
されたホース3に対し、吸引ポンプ1の吸引力の及ぶ間
隔毎に複数の密閉タンク6を接続している。各密閉タン
ク6では、上方からのホース3aの下端を下方に垂下
し、下方からのホース3bの上端を上方に立ち上げ、且
つ、ホース3bの上端がホース3aの下端より高い位置
に配されている。このような構成により、吸引装置30
0は地上に設置された吸引ポンプ1により減圧されるバ
キュームタンク2にホース3を接続し、掘削坑5内のヘ
ドロ4を空気流に乗せて吸引するというものである。
2. Description of the Related Art Conventionally, as a suction device used for underground construction or the like, a suction device 300 having a structure shown in FIG. 4 is known (Japanese Patent Laid-Open No. 5-280069). This device 30
0 connects a plurality of closed tanks 6 to a hose 3 arranged in a digging pit 5 that has been digged vertically or obliquely at each interval at which the suction force of the suction pump 1 reaches. In each closed tank 6, the lower end of the hose 3a from above hangs downward, the upper end of the hose 3b from below rises upward, and the upper end of the hose 3b is arranged at a position higher than the lower end of the hose 3a. There is. With such a configuration, the suction device 30
0 is to connect a hose 3 to a vacuum tank 2 that is decompressed by a suction pump 1 installed on the ground, and put a sludge 4 in an excavation pit 5 on an air flow to suck it.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記に
開示されている吸引装置300では、ヘドロ4を空気流
に乗せて吸引するために、ホース3の吸込口3cの一部
をヘドロ4の液面上に配してヘドロ4を空気と共に吸引
する必要があり、液位の変化と共に常に吸込口3cの一
部をヘドロ4の液面上に配せねばならず、ヘドロ4の吸
引時の作業性がよくないという問題がある。また、装置
300は、密閉タンク6を複数個設けた多段構成として
いるが、密閉タンク6の2段目以降は必ずしも空気が吸
引されるわけではないために、ヘドロ4のみがホース3
中に吸引される。これにより、装置300の揚程が低下
し、ホース3中にヘドロ4が詰まるため、ヘドロ4を高
所に吸引するには、吸引ポンプ1を一時停止してヘドロ
4を抜く作業を行わねばならず、作業性が著しく低下す
るという問題がある。尚、この時、装置300内が大気
圧に開放されるために、ホース3の途中まで吸引された
ヘドロ4は逆流する。
However, in the suction device 300 disclosed above, a part of the suction port 3c of the hose 3 is placed on the liquid surface of the sludge 4 in order to suck the sludge 4 on the air flow. It is necessary to dispose the sludge 4 above and suck the sludge 4 together with the air, and a part of the suction port 3c must always be arranged on the liquid surface of the sludge 4 as the liquid level changes. There is a problem that is not good. Further, the device 300 has a multi-stage structure in which a plurality of closed tanks 6 are provided, but since air is not always sucked in after the second stage of the closed tank 6, only the sludge 4 is connected to the hose 3.
Sucked inside. As a result, the head of the device 300 is lowered and the sludge 4 is clogged in the hose 3. Therefore, in order to suck the sludge 4 to a high place, the suction pump 1 must be temporarily stopped and the sludge 4 must be pulled out. However, there is a problem that workability is significantly reduced. At this time, since the inside of the device 300 is opened to the atmospheric pressure, the sludge 4 sucked halfway through the hose 3 flows backward.

【0004】従って、本発明の目的は、空気流入を自動
調整する機能を設け、常にヘドロと共に空気を吸引し、
その吸引した空気の作用によってヘドロを押し上げるこ
とにより、高揚程で、ホース中にヘドロが詰まることの
ない吸引装置を提供することである。
Therefore, an object of the present invention is to provide a function of automatically adjusting the inflow of air, to always suck air together with sludge,
It is an object of the present invention to provide a suction device that pushes sludge up by the action of the sucked air and has a high lift so that the hose is not clogged with sludge.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
め、本発明の構成は、地下の掘削坑内等の低所において
生じる涌水や泥水等を、高所に設けられた真空ポンプ
と、それに接続されたホースを用いて高揚程で高所に吸
引する吸引装置のホースの吸入端付近または中継点に設
けられる吸引調整装置において、真空ポンプの吸入圧に
より、泥水等が吸い込まれる第一の吸引口と、空気が吸
い込まれる第二の吸引口と、該第一の吸引口より低く設
けられ、該第一の吸引口及び該第二の吸引口から吸引し
た物質が吐出される吐出口とが設けられたタンクと、そ
のタンク内に吸引された泥水等の液位を検出する液位検
出手段と、第二の吸引口に設けられ、第二の吸引口を開
閉する電磁弁と、液位検出手段からの検出値が所定の値
に達した時に、電磁弁をONし、第二の吸引口を開と
し、液位検出手段からの検出値が該所定の値に達してい
ない時に、電磁弁をOFFし、第二の吸引口を閉とする
制御手段とを備えたことを特徴とする。
In order to solve the above-mentioned problems, the structure of the present invention provides a vacuum pump provided at a high place with a vacuum pump for removing water and muddy water generated at a low place such as an underground excavation pit. In the suction adjusting device installed near the suction end of the hose of the suction device that sucks up to a high place with a connected hose or at a relay point, the first suction that sucks muddy water etc. by the suction pressure of the vacuum pump. A mouth, a second suction port through which air is sucked in, and a discharge port provided lower than the first suction port and discharging the substance sucked from the first suction port and the second suction port. A tank provided, a liquid level detecting means for detecting the liquid level of muddy water sucked in the tank, a solenoid valve provided at the second suction port and opening and closing the second suction port, and a liquid level When the detected value from the detection means reaches a predetermined value, the electromagnetic And control means for turning off the solenoid valve and closing the second suction port when the detection value from the liquid level detection means has not reached the predetermined value. It is characterized by having.

【0006】また、第二の発明の構成は、第二の吸引口
には、電磁弁と並列に手動弁が設けられていることを特
徴とする。
The structure of the second invention is characterized in that the second suction port is provided with a manual valve in parallel with the electromagnetic valve.

【0007】[0007]

【作用及び効果】上記構成から成る本発明の第一の作用
は、泥水等を吸い込む第一の吸引口に加えて、空気を吸
い込む第二の吸引口をタンクに設け、液位検出手段にて
タンク内の液位を検出し、所定の位置に液位が達した時
に、制御手段により第二の吸引口に設けられた電磁弁を
ONして第二の吸引口を開とすることであり、その効果
は、ホースの吸込口の全部分を液中に配しても、泥水と
共に空気を自動調整して吸い込むことができるため、泥
水の液位の変化に伴い常にホースの吸込口の一部を泥水
の液面上に配する必要がなく、泥水を吸引する際の作業
性が良くなることである。また、常に泥水と共に空気が
吸引されるため、吸引装置の揚程が低下せず、ホース内
に泥水が詰まることがなく、真空ポンプを一時停止して
ホース内に詰まった泥水を抜き取る必要がなく、泥水の
吸引を連続して行うことができ、泥水吸引時の作業性が
より向上する。さらに、複数のタンク間をホースで接続
して多段構造としても、各タンク内に吸引された泥水が
所定の液位に達すると、電磁弁が作動し、空気が吸引さ
れるため、吐出口からは泥水と空気との気液二相流体が
吐出されるため、良好に泥水の吸引を行うことができ、
高揚程の吸引装置とすることができる。万一、空気の流
量が少なく、タンク内の泥水の液位が吐出口の上端位置
より高くなり、吐出口から空気を含まない泥水が吐出さ
れ、吸引装置の揚程が低下し、泥水がホース内に詰まっ
たとしても、真空ポンプを停止する必要はなく、電磁弁
をONすることにより、タンク内が大気圧に開放され、
タンク内の泥水の一部は泥水吸入口から逆流するが、他
の泥水は吸引装置に吸引される。(請求項1)
ACTION AND EFFECT The first action of the present invention having the above-described structure is that the second suction port for sucking air is provided in the tank in addition to the first suction port for sucking muddy water, and the liquid level detecting means is used. The liquid level in the tank is detected, and when the liquid level reaches a predetermined position, the solenoid valve provided in the second suction port is turned on by the control means to open the second suction port. The effect is that even if the entire hose suction port is placed in the liquid, the air can be automatically adjusted and sucked together with the muddy water. It is not necessary to place the part on the surface of the muddy water, and the workability at the time of sucking the muddy water is improved. In addition, since air is always sucked together with muddy water, the head of the suction device does not decrease, the hose does not get clogged, and there is no need to temporarily stop the vacuum pump to drain the muddy water that has clogged the hose. Suction of muddy water can be performed continuously, and workability during muddy water suction is further improved. Further, even if multiple tanks are connected with a hose to form a multi-stage structure, when the muddy water sucked in each tank reaches a predetermined liquid level, the solenoid valve operates and air is sucked in, so that the discharge port Since the gas-liquid two-phase fluid of muddy water and air is discharged, muddy water can be satisfactorily suctioned,
It can be a high-lift suction device. In the unlikely event that the air flow rate is low and the liquid level of the muddy water in the tank is higher than the upper end position of the discharge port, muddy water that does not contain air is discharged from the discharge port, the head of the suction device is lowered, and the muddy water is stored in the hose. Even if it gets clogged up, it is not necessary to stop the vacuum pump, and by turning on the solenoid valve, the inside of the tank is opened to atmospheric pressure,
A part of the muddy water in the tank flows back from the muddy water suction port, while the other muddy water is sucked by the suction device. (Claim 1)

【0008】第二の作用は、第二の吸引口に電磁弁と並
列に手動弁を設けることであり、その効果は、第二の吸
引口に設けられた電磁弁はON、OFF作動のために、
第二の吸引口から吸引される空気量の調整が困難である
が、手動弁の開度を調整することによって、空気量を調
整することができ、第一の吸引口から吸引される物質の
粘度、比重、流量等の状況に応じて、吸引する空気量を
適切な量に設定し、効果的な泥水等の吸引を行うことが
できることである。(請求項2)
The second action is to provide a manual valve in parallel with the solenoid valve at the second suction port. The effect is that the solenoid valve provided at the second suction port is turned on and off. To
It is difficult to adjust the amount of air sucked from the second suction port, but by adjusting the opening of the manual valve, the amount of air can be adjusted, and the amount of the substance sucked from the first suction port can be adjusted. It is possible to set the amount of air to be sucked to an appropriate amount according to the situation of viscosity, specific gravity, flow rate, etc., and to effectively suck mud water. (Claim 2)

【0009】[0009]

【実施例】以下、本発明を具体的な実施例に基づいて説
明する。図1は、本発明に係わる第一実施例の構成を示
した構造図である。吸引装置に用いられるエアブースタ
ータンク(吸引調整装置に相当)100は、主として、
その内部に泥水等を吸引してたくわえるタンク(タンク
に相当)10と、タンク10内の液位を検出する光学式
の液位センサ(液位検出手段に相当)40と、第一空気
吸入口60を開閉するソレノイドバルブ(電磁弁に相
当)50と、液位センサ40の検出値に基づいて、ソレ
ノイドバルブ50のON、OFF制御を行うCPU(制
御手段に相当)30とから構成される。
EXAMPLES The present invention will be described below based on specific examples. FIG. 1 is a structural diagram showing the configuration of a first embodiment according to the present invention. The air booster tank (corresponding to the suction adjusting device) 100 used in the suction device is mainly composed of
A tank (corresponding to a tank) 10 for sucking and storing muddy water therein, an optical liquid level sensor (corresponding to a liquid level detecting means) 40 for detecting a liquid level in the tank 10, and a first air intake port A solenoid valve (corresponding to a solenoid valve) 50 that opens and closes 60, and a CPU (corresponding to a control unit) 30 that controls ON / OFF of the solenoid valve 50 based on the detection value of the liquid level sensor 40.

【0010】タンク10は、直方体形状を成し、その上
面10aに液位センサ40、ソレノイドバルブ50、C
PU30等とそれらの保護のためのカバー20とが設け
られている。また、タンク10の上面10aには第一空
気吸入口(第二の吸引口に相当)60が、一方の側面1
0bには泥水吸入口(第一の吸引口に相当)70が、他
方の側面10cには吐出口(吐出口に相当)80がそれ
ぞれ設けられている。泥水吸入口70及び吐出口80の
内径は共に4インチで、泥水吸入口70の中心位置が吐
出口80の中心位置より高く位置している。
The tank 10 has a rectangular parallelepiped shape, and has a liquid level sensor 40, a solenoid valve 50, and a C on its upper surface 10a.
The PU 30 and the like and the cover 20 for protecting them are provided. A first air suction port (corresponding to a second suction port) 60 is provided on the upper surface 10a of the tank 10, and one side surface 1 is provided.
A mud suction port (corresponding to the first suction port) 70 is provided at 0b, and a discharge port (corresponding to the discharge port) 80 is provided at the other side surface 10c. The inner diameters of the muddy water suction port 70 and the discharge port 80 are both 4 inches, and the center position of the muddy water suction port 70 is located higher than the center position of the discharge port 80.

【0011】タンク10の上面10aに設けられた第一
空気吸入口60は、入口部60aと出口部60bとから
構成され、入口部60aは上面10aに平行に形成され
ている。この第一空気吸入口60の中間部には、タンク
10の上面10aに平行に第二空気吸入口61が出口部
60bと連通するように設けられている。この第二空気
吸入口61には手動弁(手動弁に相当)62が設けら
れ、手動にて弁開度を調整できる構成としている。本実
施例では、第一空気吸入口60の入口部60aの内径を
25mm、出口部60bの内径を32mm、第二空気吸
入口61の内径を25mmとした。
The first air intake port 60 provided on the upper surface 10a of the tank 10 comprises an inlet portion 60a and an outlet portion 60b, and the inlet portion 60a is formed parallel to the upper surface 10a. A second air intake port 61 is provided in the middle of the first air intake port 60 in parallel with the upper surface 10a of the tank 10 so as to communicate with the outlet part 60b. A manual valve (corresponding to a manual valve) 62 is provided at the second air intake 61, and the valve opening can be manually adjusted. In this embodiment, the inner diameter of the inlet portion 60a of the first air suction port 60 is 25 mm, the inner diameter of the outlet portion 60b is 32 mm, and the inner diameter of the second air suction port 61 is 25 mm.

【0012】続いて、エアブースタータンク100の作
用について説明する。図2(a)〜(d)は、エアブー
スタータンク100の作動状況を示した模式図である。
吐出口80は図示しない真空ポンプに図示しないホース
を介して接続されており、真空ポンプの駆動により、タ
ンク10内が減圧され、泥水吸入口70から泥水90が
タンク10内に毎分300リットルだけ吸引される。こ
の時、泥水90の液位は、液位センサ40にて検出さ
れ、所定の基準液位THより泥水90の液位が低い場合
は、ソレノイドバルブ50はOFFされる(図2(a)
参照)。尚、本実施例では、基準液位THは、吐出口8
0の内径下端より低い位置に設定し、通常は手動弁62
を閉に設定した。
Next, the operation of the air booster tank 100 will be described. 2A to 2D are schematic diagrams showing the operating state of the air booster tank 100.
The discharge port 80 is connected to a vacuum pump (not shown) through a hose (not shown), and the pressure inside the tank 10 is reduced by driving the vacuum pump, and the muddy water 90 from the muddy water suction port 70 enters the tank 10 at a rate of 300 liters per minute. Sucked. At this time, the liquid level of the muddy water 90 is detected by the liquid level sensor 40, and when the liquid level of the muddy water 90 is lower than the predetermined reference liquid level TH, the solenoid valve 50 is turned off (FIG. 2 (a)).
reference). In this embodiment, the reference liquid level TH is the discharge port 8
Set it to a position lower than the inner diameter lower end of 0
Was set to closed.

【0013】泥水90の液位が基準液位THに達する
と、CPU30はソレノイドバルブ50をONさせ、第
一空気吸入口60が開となり、タンク10内に空気が吸
引される(図2(b)参照)。尚、本実施例では、ソレ
ノイドバルブ50は少なくとも所定の決められた時間だ
け(例えば、30秒間)ON状態を維持する構成とし
た。泥水90の液位が吐出口80の内径下端に達する
と、泥水90は空気と共に真空ポンプ側に吸引される
(図2(c)参照)。
When the liquid level of the muddy water 90 reaches the reference liquid level TH, the CPU 30 turns on the solenoid valve 50, opens the first air intake port 60, and sucks air into the tank 10 (FIG. 2 (b). )reference). In this embodiment, the solenoid valve 50 is kept in the ON state for at least a predetermined time (for example, 30 seconds). When the liquid level of the muddy water 90 reaches the lower end of the inner diameter of the discharge port 80, the muddy water 90 is sucked together with air to the vacuum pump side (see FIG. 2 (c)).

【0014】このようにエアブースタータンク100を
作動させることにより、泥水吸入口70に接続された図
示しないホースの吸込口の全部分を液中に配した構成と
しても、常に泥水90は空気と共に吸引されるため、液
位の変化に伴い、ホースの吸込口の一部を液面上に配す
る必要がなく、泥水90の吸引時の作業性が向上する。
また、常に泥水90と共に空気が吸引されるため、吸引
装置の揚程が低下せず、ホース内に泥水90が詰まるこ
とがなく、泥水90を連続して吸引することができ、真
空ポンプを一時停止してホース内に詰まった泥水90を
抜き取る必要がなく、泥水90を吸引する際の作業性が
大きく向上する。さらに、複数個のエアブースタータン
ク100間をホースで接続し、エアブースタータンク1
00を多段構造としても、各エアブースタータンク10
0において泥水90の液位が所定の高さに達するとソレ
ノイドバルブ50が作動し、泥水90と共に空気が吸引
されるため、各ホース間を泥水90と空気の気液二相流
体が流れ、泥水90を良好に吸引することができ、高揚
程の吸引装置とすることができる。万一、空気の流量が
少なく、タンク10内の泥水90の液位が吐出口80の
上端位置より高くなり、吐出口80から空気を含まない
泥水90が吐出され、吸引装置の揚程が低下し、泥水9
0がホース内に詰まったとしても、真空ポンプを停止す
る必要はない。即ち、ソレノイドバルブ50をONする
ことにより、タンク10内が大気圧に開放され、タンク
10内の泥水90の一部は泥水吸入口70から逆流する
が、他の泥水90は吸引装置に吸引される。
By operating the air booster tank 100 in this manner, even if the entire portion of the suction port of the hose (not shown) connected to the muddy water suction port 70 is arranged in the liquid, the muddy water 90 is always sucked together with the air. Therefore, it is not necessary to dispose a part of the suction port of the hose on the liquid surface with the change of the liquid level, and the workability at the time of sucking the muddy water 90 is improved.
Further, since the air is always sucked together with the muddy water 90, the head of the suction device does not decrease, the muddy water 90 is not clogged in the hose, the muddy water 90 can be continuously sucked, and the vacuum pump is temporarily stopped. Therefore, it is not necessary to extract the muddy water 90 clogged in the hose, and the workability in sucking the muddy water 90 is greatly improved. Furthermore, a plurality of air booster tanks 100 are connected by a hose, and the air booster tank 1
Even if 00 is a multi-stage structure, each air booster tank 10
At 0, when the liquid level of the muddy water 90 reaches a predetermined level, the solenoid valve 50 operates and air is sucked together with the muddy water 90, so that the gas-liquid two-phase fluid of the muddy water 90 and the air flows between the hoses, and 90 can be satisfactorily sucked, and a high-lift suction device can be obtained. In the unlikely event that the air flow rate is low, the liquid level of the muddy water 90 in the tank 10 becomes higher than the upper end position of the discharge port 80, the muddy water 90 containing no air is discharged from the discharge port 80, and the head of the suction device decreases. , Muddy water 9
Even if 0 gets stuck in the hose, it is not necessary to stop the vacuum pump. That is, by turning on the solenoid valve 50, the inside of the tank 10 is opened to the atmospheric pressure, and a part of the muddy water 90 in the tank 10 flows back from the muddy water suction port 70, but the other muddy water 90 is sucked by the suction device. It

【0015】タンク10内に吸引される泥水90の容量
に比較して、第一空気吸入口60から吸引される空気量
が少ない場合には、真空ポンプ側に吸引される空気量の
割合が次第に少なくなり、吸引装置の揚程が低下してく
る。このような状況下では、第一空気吸入口60に並列
に設けられた第二空気吸入口61の手動弁62の開度を
調節し、タンク10内に吸引される空気量を増加させる
ことにより、吸引装置の揚程の低下を防止することがで
きる(図2(d)参照)。また、泥水90の特性(粘
度、比重等)が変化したり、泥水90の流量が変化して
も、手動弁62の開度を調節し、吸引空気量を調節する
ことによって、泥水の特性等が変わっても泥水90を良
好に吸引することができる。
When the amount of air sucked from the first air suction port 60 is smaller than the capacity of the muddy water 90 sucked into the tank 10, the ratio of the amount of air sucked to the vacuum pump side is gradually increased. The number of pumps decreases, and the lift of the suction device decreases. Under such a circumstance, the opening degree of the manual valve 62 of the second air intake port 61 provided in parallel with the first air intake port 60 is adjusted to increase the amount of air sucked into the tank 10. It is possible to prevent the head of the suction device from decreasing (see FIG. 2D). Further, even if the characteristics (viscosity, specific gravity, etc.) of the muddy water 90 change or the flow rate of the muddy water 90 changes, the opening degree of the manual valve 62 is adjusted and the amount of sucked air is adjusted, so that the muddy water characteristics, etc. The muddy water 90 can be satisfactorily sucked even if the change occurs.

【0016】本実施例では、泥水90をエアブースター
タンク100の吸引対象としたが、本発明はこれに限定
されるものではなく、粘度の低い湧水や粘度の高いヘド
ロ等を適用対象としてもよい。尚、本実施例では、光学
式の液位センサ40を用いたが、泥水90の液位を検出
できるものであれば、液位センサ40は機械式等の他の
方式であってもよい。
In this embodiment, the muddy water 90 is the suction target of the air booster tank 100. However, the present invention is not limited to this, and spring water having a low viscosity or sludge having a high viscosity may be applied. Good. Although the optical liquid level sensor 40 is used in this embodiment, the liquid level sensor 40 may be of any other type such as a mechanical type as long as it can detect the liquid level of the muddy water 90.

【0017】上記構成及び作用から成るエアブースター
タンク100の応用例として図3に泥水回収システム2
00の構成を示す。エアブースタータンク100の泥水
吸入口70には、泥水を吸引するためのホース180が
接続され、その途中には逆流防止用の逆止弁110が設
けられている。また、エアブースタータンク100の吐
出口80にはホース181が設けられ、ハッチタンク1
30、排出ユニット140を介して真空ポンプ160に
接続されている。ハッチタンク130の下方には、固形
物を回収するズリトロ170が配されている。排出ユニ
ット140にて回収された液体は、ホース184を通っ
て回収タンク150に回収される。ホース184の途中
には逆流防止用の逆止弁120が設けられている。
As an application example of the air booster tank 100 having the above-described structure and operation, FIG.
00 configuration is shown. A hose 180 for sucking muddy water is connected to the muddy water suction port 70 of the air booster tank 100, and a check valve 110 for preventing backflow is provided in the middle of the hose 180. Further, a hose 181 is provided at the discharge port 80 of the air booster tank 100 so that the hatch tank 1
The vacuum pump 160 is connected via the discharge unit 140 and the discharge unit 140. Below the hatch tank 130, a zuritro 170 for collecting solid matter is arranged. The liquid recovered by the discharge unit 140 passes through the hose 184 and is recovered in the recovery tank 150. A check valve 120 for preventing backflow is provided in the middle of the hose 184.

【0018】次に、泥水回収システム200の作用につ
いて説明する。まず、真空ポンプ160が駆動される
と、ホース181を介してエアブースタータンク100
のタンク10内が減圧されるために、ホース180を介
して泥水が泥水吸入口70からタンク10内に吸引され
る。タンク10内に吸引された泥水の液位が基準液位に
達すると、ソレノイドバルブがONされ、第一空気吸入
口から空気が吸引され、泥水は空気と共に吐出口80か
らホース181に吐出される。吐出された泥水は、ハッ
チタンク130にて固形物が除去され、排出ユニット1
40にて液体が除去される。排出ユニット140で除去
された液体は、ホース184を通って回収タンク150
に回収される。
Next, the operation of the muddy water recovery system 200 will be described. First, when the vacuum pump 160 is driven, the air booster tank 100 via the hose 181.
Since the inside of the tank 10 is depressurized, muddy water is sucked into the tank 10 from the muddy water suction port 70 via the hose 180. When the liquid level of the muddy water sucked into the tank 10 reaches the reference liquid level, the solenoid valve is turned on, air is sucked from the first air suction port, and the muddy water is discharged from the discharge port 80 to the hose 181 together with the air. . The solid matter is removed from the discharged muddy water in the hatch tank 130, and the discharge unit 1
At 40, the liquid is removed. The liquid removed by the discharge unit 140 passes through the hose 184 and the recovery tank 150.
Will be collected.

【0019】このように、本発明によるエアブースター
タンク100を用いて泥水回収システム200を構成す
ることにより、固形物と液体とを区別して回収すること
ができる。尚、本実施例では、泥水回収システム200
を単段のエアブースタータンク100で構成したが、本
発明はこれに限定されるものではなく、泥水等の揚程が
約6mを超える条件下では、エアブースタータンク10
0を約6m間隔に配した多段構成としてもよい。
As described above, by configuring the mud water recovery system 200 using the air booster tank 100 according to the present invention, it is possible to recover the solid matter and the liquid separately. In this embodiment, the muddy water recovery system 200
However, the present invention is not limited to this, and the air booster tank 10 is provided under the condition that the head of muddy water exceeds about 6 m.
A multi-stage configuration in which 0s are arranged at intervals of about 6m may be used.

【0020】上記に示されるように、本発明によれば、
泥水等を吸い込む第一の吸引口に加えて、空気を吸い込
む第二の吸引口をタンクに設け、液位検出手段にてタン
ク内の液位を検出し、所定の位置に液位が達した時に、
制御手段により第二の吸引口に設けられた電磁弁をON
して第二の吸引口を開とすることにより、ホースの吸込
口の全部分を液中に配しても、泥水と共に空気を自動調
整して吸い込むことができるため、泥水の液位の変化と
共に常にホースの吸込口の一部を泥水の液面上に配する
必要がなく、泥水を吸引する際の作業性がよくなる。ま
た、常に泥水と共に空気が吸引されるため、装置の揚程
が低下せず、ホース内に泥水が詰まることがなく、真空
ポンプを一時停止してホース内に詰まった泥水を抜き取
る必要がなく、泥水の吸引を連続して行うことができ、
泥水吸引時の作業性がより向上する。さらに、複数のタ
ンク間をホースで接続して多段構造としても、各タンク
内に吸引された泥水が所定の液位に達すると、電磁弁が
作動し、空気が吸引されるため、吐出口からは泥水と空
気との気液二相流体が吐出されるため、良好に泥水の吸
引を行うことができ、高揚程の吸引装置とすることがで
きる。万一、空気の流量が少なく、タンク内の泥水の液
位が吐出口の上端位置より高くなり、吐出口から空気を
含まない泥水が吐出され、装置の揚程が低下し、泥水が
ホース内に詰まったとしても、真空ポンプを停止する必
要はなく、電磁弁をONすることにより、タンク内が大
気圧に開放され、タンク内の泥水の一部は泥水吸入口か
ら逆流するが、他の泥水は吸引装置に吸引される。加え
て、第二の吸引口に設けられた電磁弁はON、OFF作
動のために、第二の吸引口から吸引される空気量の調整
が困難であるが、第二の吸引口に電磁弁と並列に手動弁
を設けることにより、その手動弁の開度を調整すること
によって、空気量を調整することができ、第一の吸引口
から吸引される物質の粘度、比重、流量等の状況に応じ
て、吸引する空気量を適切な量に設定し、効果的な泥水
等の吸引を行うことができる。
As indicated above, according to the present invention,
In addition to the first suction port for sucking in muddy water, a second suction port for sucking air is provided in the tank, and the liquid level in the tank is detected by the liquid level detection means, and the liquid level has reached a predetermined position. Sometimes
The solenoid valve provided in the second suction port is turned on by the control means.
Then, by opening the second suction port, even if the entire part of the suction port of the hose is placed in the liquid, the air can be automatically adjusted and sucked together with the mud, so the liquid level of the mud changes. At the same time, it is not necessary to always dispose a part of the suction port of the hose on the surface of the muddy water, which improves workability when sucking the muddy water. Moreover, since the air is always sucked together with the muddy water, the head of the device does not decrease, the hose does not get clogged, and it is not necessary to temporarily stop the vacuum pump to drain the muddy water that has clogged the hose. Can be continuously sucked,
Workability during muddy water suction is further improved. Further, even if multiple tanks are connected with a hose to form a multi-stage structure, when the muddy water sucked in each tank reaches a predetermined liquid level, the solenoid valve operates and air is sucked in, so that the discharge port Since a gas-liquid two-phase fluid of muddy water and air is discharged, muddy water can be satisfactorily sucked, and a suction device with a high head can be obtained. In the unlikely event that the air flow rate is low and the liquid level of the muddy water in the tank is higher than the upper end position of the discharge port, muddy water that does not contain air is discharged from the discharge port, the head of the device is lowered, and the muddy water enters the hose. Even if it becomes clogged, it is not necessary to stop the vacuum pump, and by turning on the solenoid valve, the inside of the tank is opened to atmospheric pressure, and some of the muddy water in the tank flows back from the muddy water inlet, but other muddy water Is sucked into the suction device. In addition, since the solenoid valve provided at the second suction port is turned on and off, it is difficult to adjust the amount of air sucked from the second suction port. By installing a manual valve in parallel with the valve, the amount of air can be adjusted by adjusting the opening of the manual valve, and the conditions such as the viscosity, specific gravity and flow rate of the substance sucked from the first suction port can be adjusted. Accordingly, the amount of air to be sucked can be set to an appropriate amount and effective suction of muddy water or the like can be performed.

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

【図1】本発明に係わる第一実施例の構成を示した構造
図。
FIG. 1 is a structural diagram showing a configuration of a first embodiment according to the present invention.

【図2】本発明に係わる第一実施例の動作状況を示した
説明図。
FIG. 2 is an explanatory diagram showing an operation status of the first embodiment according to the present invention.

【図3】本発明に係わる第一実施例の応用例を示した構
成図。
FIG. 3 is a configuration diagram showing an application example of the first embodiment according to the present invention.

【図4】従来の吸引装置の構成を示した構成図。FIG. 4 is a configuration diagram showing a configuration of a conventional suction device.

【符号の説明】[Explanation of symbols]

10 タンク 20 カバー 30 CPU 40 液位センサ 50 ソレノイドバルブ 60 第一空気吸入口 70 泥水吸入口 80 吐出口 90 泥水 100 エアブースタータンク 10 Tank 20 Cover 30 CPU 40 Liquid Level Sensor 50 Solenoid Valve 60 First Air Inlet 70 Mud Intake 80 Discharge 90 Mud 100 Air Booster Tank

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地下の掘削坑内等の低所において生じる涌
水や泥水等を、高所に設けられた真空ポンプとそれに接
続されたホースを用いて高揚程で高所に吸引する吸引装
置の前記ホースの吸入端付近または中継点に設けられる
吸引調整装置において、 前記真空ポンプの吸入圧により、泥水等が吸い込まれる
第一の吸引口と、空気が吸い込まれる第二の吸引口と、
該第一の吸引口より低く設けられ、該第一の吸引口及び
該第二の吸引口から吸引した物質が吐出される吐出口と
が設けられたタンクと、 前記タンク内に吸引された泥水等の液位を検出する液位
検出手段と、 前記第二の吸引口に設けられ、前記第二の吸引口を開閉
する電磁弁と、 前記液位検出手段からの検出値が所定の値に達した時
に、前記電磁弁をONし、前記第二の吸引口を開とし、
前記液位検出手段からの検出値が該所定の値に達してい
ない時に、前記電磁弁をOFFし、前記第二の吸引口を
閉とする制御手段とを備えたことを特徴とする吸引調整
装置。
1. A suction device for sucking water, muddy water, etc. generated in a low place such as an underground excavation pit to a high place by using a vacuum pump provided in the high place and a hose connected to the vacuum pump. In the suction adjusting device provided near the suction end of the hose or at the relay point, the suction pressure of the vacuum pump causes a first suction port for sucking mud and the like, and a second suction port for sucking air,
A tank provided lower than the first suction port and provided with a discharge port for discharging a substance sucked from the first suction port and the second suction port, and muddy water sucked into the tank Liquid level detecting means for detecting the liquid level such as, a solenoid valve provided in the second suction port and opening and closing the second suction port, and a detection value from the liquid level detecting means to a predetermined value. When it reaches, the solenoid valve is turned on, the second suction port is opened,
Suction adjustment comprising: a control unit that turns off the electromagnetic valve and closes the second suction port when the detection value from the liquid level detection unit has not reached the predetermined value. apparatus.
【請求項2】前記第二の吸引口には、前記電磁弁と並列
に手動弁が設けられていることを特徴とする請求項1に
記載の吸引調整装置。
2. The suction adjusting device according to claim 1, wherein a manual valve is provided in parallel with the electromagnetic valve at the second suction port.
JP12433795A 1995-04-24 1995-04-24 Suction adjustment device for suction device Expired - Fee Related JP2751024B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12433795A JP2751024B2 (en) 1995-04-24 1995-04-24 Suction adjustment device for suction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12433795A JP2751024B2 (en) 1995-04-24 1995-04-24 Suction adjustment device for suction device

Publications (2)

Publication Number Publication Date
JPH08296600A true JPH08296600A (en) 1996-11-12
JP2751024B2 JP2751024B2 (en) 1998-05-18

Family

ID=14882857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12433795A Expired - Fee Related JP2751024B2 (en) 1995-04-24 1995-04-24 Suction adjustment device for suction device

Country Status (1)

Country Link
JP (1) JP2751024B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074486A (en) * 2001-09-04 2003-03-12 Toyo Denki Industrial Co Ltd Conveying pump with hopper
CN101967994A (en) * 2010-10-14 2011-02-09 冀中能源峰峰集团有限公司羊渠河矿 Tunneling early water detecting and releasing safety device
CN102128045A (en) * 2010-01-15 2011-07-20 淮南矿业(集团)有限责任公司 Negative-pressure automatic water-draining device
JP2012518117A (en) * 2009-02-13 2012-08-09 ベマジェル ジェラッセム,ル Fluid and electricity autonomous production systems and methods
CN102852553A (en) * 2012-10-17 2013-01-02 中南大学 Sludge discharge equipment comprising vacuum pump and sludge discharge tank
CN103206243A (en) * 2013-04-17 2013-07-17 淮南矿业(集团)有限责任公司 Pressure hole drain
WO2023226901A1 (en) * 2022-05-21 2023-11-30 上海在田环境科技有限公司 Negative-pressure sewage relay station, and negative-pressure sewage collection system and control method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074486A (en) * 2001-09-04 2003-03-12 Toyo Denki Industrial Co Ltd Conveying pump with hopper
JP2012518117A (en) * 2009-02-13 2012-08-09 ベマジェル ジェラッセム,ル Fluid and electricity autonomous production systems and methods
CN102128045A (en) * 2010-01-15 2011-07-20 淮南矿业(集团)有限责任公司 Negative-pressure automatic water-draining device
CN101967994A (en) * 2010-10-14 2011-02-09 冀中能源峰峰集团有限公司羊渠河矿 Tunneling early water detecting and releasing safety device
CN102852553A (en) * 2012-10-17 2013-01-02 中南大学 Sludge discharge equipment comprising vacuum pump and sludge discharge tank
CN103206243A (en) * 2013-04-17 2013-07-17 淮南矿业(集团)有限责任公司 Pressure hole drain
WO2023226901A1 (en) * 2022-05-21 2023-11-30 上海在田环境科技有限公司 Negative-pressure sewage relay station, and negative-pressure sewage collection system and control method thereof

Also Published As

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