JPH11129000A - Transportable type turbid water treatment unit - Google Patents

Transportable type turbid water treatment unit

Info

Publication number
JPH11129000A
JPH11129000A JP9312741A JP31274197A JPH11129000A JP H11129000 A JPH11129000 A JP H11129000A JP 9312741 A JP9312741 A JP 9312741A JP 31274197 A JP31274197 A JP 31274197A JP H11129000 A JPH11129000 A JP H11129000A
Authority
JP
Japan
Prior art keywords
sludge
pipe
tank
raw water
water
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
JP9312741A
Other languages
Japanese (ja)
Other versions
JP3957375B2 (en
Inventor
Hiroshi Nakamura
弘 中村
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.)
FUTAMOTO TEKKO KK
Original Assignee
FUTAMOTO TEKKO 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 FUTAMOTO TEKKO KK filed Critical FUTAMOTO TEKKO KK
Priority to JP31274197A priority Critical patent/JP3957375B2/en
Publication of JPH11129000A publication Critical patent/JPH11129000A/en
Application granted granted Critical
Publication of JP3957375B2 publication Critical patent/JP3957375B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a transportable type turbid water treatment unit of good handling properties to be transported by a small truck or the like for which the size of a setting space is not so much restricted. SOLUTION: A treatment unit is constituted of a slurry separator 1 and a sludge dehydrator 2, both of which are assembled on two box-type frames of same width and length and formed into one unit, and the two box-type frames are provided with bolt inserting holes on the positions whereon the two frames can be connected with each other vertically, in parallel, in series and in the hook shape, and a raw water feed pipe 10 of a slurry separator 1 is provided with a first coupler half-body 11 connected with raw water pump side and to be installed at site, and a sludge feed and transfer pipe is provided with a first coupler half-body 30 connected with the sludge dehydrator 2, and the sludge feed and transfer pipe 33 of the sludge dehydrator 2 is provided with a second coupler half-body 34 connected with the sludge separator 1 side, and a clean water pipe is provided with a third coupler half-body 49 connected with a clean water pipe on the site side.

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】本発明は可搬型濁水処理機に
関する。さらに詳しくは、トンネル工事、ダム建設工
事、シールド工事、地下鉄工事、その他一般土木工事の
現場において生じる泥を含んだ排水、濁水を脱水処理
し、泥分を脱水ケーキにして運搬廃棄しやすくする濁水
処理機に関する。また、各地の工事現場にトラック等で
運搬可能な可搬型の濁水処理機に関する。
The present invention relates to a portable turbid water treatment device. In more detail, muddy water and muddy water generated at the site of tunnel construction, dam construction, shield construction, subway construction, and other general civil engineering work are dewatered, and mud is made into a dewatered cake for easy transport and disposal. It relates to a processing machine. Also, the present invention relates to a portable turbid water treatment machine that can be transported by truck or the like to construction sites in various places.

【0002】[0002]

【従来の技術】従来の可搬型濁水処理機も濁水を泥分と
水分に分離する泥水分離機と、分離された濁水からさら
に水分を脱水して乾燥した脱水ケーキを作る汚泥脱水機
とから構成されている。そして、図9に示すように、従
来の可搬型濁水処理機は、泥水分離機51と汚泥脱水機
52が一体に結合されており、長さの長い非常に大形の
ものであった。
2. Description of the Related Art A conventional portable turbid water treatment device also comprises a mud separator for separating turbid water into mud and water, and a sludge dewaterer for dehydrating water from the separated turbid water to produce a dried dewatered cake. Have been. Then, as shown in FIG. 9, the conventional portable turbid water treatment machine is a very large one having a long length, in which a mud separator 51 and a sludge dewaterer 52 are integrally connected.

【0003】[0003]

【発明が解決しようとする課題】したがって、トラック
等で運搬するのに非常に大形のトラックを要するなど運
送手段が制約され、さらに現場に着いてからも、設置場
所に広い大きなスペースを必要とし、設置場所が制約さ
れるという問題がある。
Therefore, transportation means is limited, such as a very large truck is required to be transported by a truck or the like. Further, even after arriving at the site, a large large space is required in the installation place. However, there is a problem that the installation location is restricted.

【0004】本発明はかかる事情に鑑み、小形のトラッ
ク等でも運搬でき、設置場所のスペースも余り制約され
ず、使用勝手のよい可搬型濁水処理機を提供することを
目的とする。
[0004] In view of such circumstances, it is an object of the present invention to provide a portable turbid water treatment device which can be transported by a small truck or the like, does not restrict the installation space, and is easy to use.

【0005】[0005]

【課題を解決するための手段】請求項1の可搬型濁水処
理機は、泥水分離機と汚泥脱水機とからなる可搬型濁水
処理機であって、前記泥水分離機と汚泥脱水機は、いず
れも幅と長さが同じの2個の箱形フレームに、それぞれ
組付けられて泥水分離ユニットと汚泥脱水ユニットにユ
ニット化されており、前記2個の箱形フレームは、互い
に上下連結、並列連結、直列連結、鍵形連結が可能な位
置にボルト挿通孔が設けられており、前記泥水分離機
は、原水供給パイプと、該原水供給パイプにそれぞれ接
続された炭酸ガス集合装置、気化器、薬注装置、急速混
合器、および反応槽と前記反応槽から反応処理済み原水
を受取る沈殿槽と、該沈殿槽から沈殿汚泥を受取る汚泥
槽と、該汚泥槽の底部の汚泥を引抜くスラリーポンプ
と、該スラリーポンプに接続された汚泥給送パイプとを
備えており、前記原水供給パイプは、現場据付の原水ポ
ンプ側に接続する第1カプラ半体を備え、前記汚泥給送
パイプは、汚泥脱水機側の汚泥給送パイプのカプラに接
続する第2カプラ半体を備えており、前記汚泥脱水機
は、開閉自在な複数の濾板と各濾板に挟まれる濾布と、
互いに閉止した状態の濾板に汚泥を給送する汚泥給送パ
イプと、各濾板を開放したとき汚泥が脱水されて生じた
脱水ケーキを受取って、機外に排出するベルトコンベヤ
と、脱水中に脱水液を受取る濾液受けと、濾液を貯める
清水槽と、該清水槽から清水を現場据付の原水槽へ返送
する清水パイプとを備え、前記汚泥給送パイプは、泥水
分離機側の汚泥給送パイプのカプラに接続する第2カプ
ラ半体を備え、前記清水パイプは、現場側の清水パイプ
に接続する第3カプラ半体を備えていることを特徴とす
る。
The portable turbid water treatment device according to claim 1 is a portable turbid water treatment device comprising a mud water separator and a sludge dewatering device, wherein the mud water separator and the sludge dewatering device are either Are also assembled into two box-shaped frames having the same width and length, and are unitized into a muddy water separation unit and a sludge dewatering unit. The two box-shaped frames are connected to each other vertically and in parallel. The mud separator is provided with a raw water supply pipe, a carbon dioxide gas collecting device, a vaporizer, and a medicine connected to the raw water supply pipe, respectively. A pouring device, a rapid mixer, a reaction tank and a sedimentation tank for receiving the reaction-treated raw water from the reaction tank, a sludge tank for receiving the sedimented sludge from the sedimentation tank, and a slurry pump for extracting sludge at the bottom of the sludge tank. , The slurry pump A raw water supply pipe connected to a raw water pump installed on site, and the sludge feed pipe is connected to a sludge dewatering machine side. A second coupler half connected to the coupler of the feed pipe, wherein the sludge dewatering machine includes a plurality of filter plates that can be opened and closed and a filter cloth sandwiched between the filter plates;
A sludge feed pipe for feeding sludge to the filter plates that are closed to each other, a belt conveyor for receiving a dewatered cake generated by dewatering sludge when each filter plate is opened, and discharging the sludge to the outside of the machine; And a fresh water tank for storing the filtrate, and a fresh water pipe for returning fresh water from the fresh water tank to a raw water tank installed on site.The sludge feed pipe is provided with a sludge feeder on the mud separator side. A second coupler half connected to a coupler of the sending pipe is provided, and the fresh water pipe is provided with a third coupler half connected to a fresh water pipe on the site side.

【0006】請求項1の発明によれば、箱形フレームに
組み付けられてユニット化された分離ユニットと脱水ユ
ニットを、箱形フレームの幅と長さが同じ性質を活用し
て、上下積重ね、並列配置、直列配置、鍵形配置が可能
であり、地形やスペースに制約された場所にも設置する
ことが可能になる。また、現場の原水槽との間や分離ユ
ニットと脱水ユニットの間の連絡は、第1、第2、第3
の3個のカプラを用いて、着脱自在に連絡できるので、
上記のような種々の配置をしても、原水や汚泥の給排が
可能であり、現場での濁水処理を円滑に行える。
According to the first aspect of the present invention, the separation unit and the dewatering unit assembled and unitized in the box-shaped frame are vertically stacked and arranged in parallel by utilizing the same property of the width and length of the box-shaped frame. Arrangement, serial arrangement, and key-shaped arrangement are possible, and it can be installed in places restricted by terrain and space. In addition, communication between the raw water tank at the site and between the separation unit and the dehydration unit is performed by the first, second, and third units.
Can be detachably connected using the three couplers,
Even with the various arrangements described above, it is possible to supply and discharge raw water and sludge, and it is possible to perform turbid water treatment on site smoothly.

【0007】[0007]

【発明の実施の形態】つぎに、本発明の実施形態を図面
に基づき説明する。図1は本発明の一実施形態に係る濁
水分離機を示し、(A)図は正面図、(B)図は側面
図、図2は同濁水分離機の機能ブロック図、図3は汚泥
脱水機2のブロック図、図4は泥水分離機1のブロック
図、図5〜8は配置形態図である。
Next, embodiments of the present invention will be described with reference to the drawings. FIG. 1 shows a turbid water separator according to an embodiment of the present invention. FIG. 1 (A) is a front view, FIG. 1 (B) is a side view, FIG. 2 is a functional block diagram of the turbid water separator, and FIG. FIG. 4 is a block diagram of the muddy water separator 1, and FIGS.

【0008】図1において、1は泥水分離機、2は汚泥
脱水機であり、これら二つの機械によって可搬型濁水分
離機が構成されている。泥水分離機1は箱形のフレーム
3に組付けられて、分離ユニット1Uを構成しており、
汚泥脱水機2は箱形のフレーム4に組付けられて、脱水
ユニット2Uを構成している。
In FIG. 1, reference numeral 1 denotes a mud separator, and 2 denotes a sludge dewaterer. These two machines constitute a portable turbid water separator. The mud separator 1 is assembled to a box-shaped frame 3 to constitute a separation unit 1U.
The sludge dewatering machine 2 is assembled to a box-shaped frame 4 to constitute a dewatering unit 2U.

【0009】前記箱形フレーム3、4はいずれも底板3
a、4aと四隅の支柱3b、4bと上端の四辺のフレー
ム材3c、3d、4c、4dとからなり、堅牢な箱組構
造である。前記箱形フレーム3、4の幅、すなわち底板
3a、4aの幅と上端フレーム3c、4cの長さは同じ
であり、箱形フレーム3、4の長さ、すなわち底板3
a、4aの長さと上端フレーム3d、4dの長さは同じ
である。なお、高さ、すなわち支柱3b、4bの長さ
は、異っていても同じであってもよい。
Each of the box-shaped frames 3 and 4 has a bottom plate 3
a, 4a, pillars 3b, 4b at the four corners, and frame members 3c, 3d, 4c, 4d at the four sides at the upper end. The width of the box-shaped frames 3, 4, ie, the width of the bottom plates 3a, 4a, and the length of the upper end frames 3c, 4c are the same, and the length of the box-shaped frames 3, 4 ie, the bottom plate 3
a, 4a and the upper end frames 3d, 4d have the same length. The height, that is, the length of the columns 3b, 4b may be different or the same.

【0010】そして、前記箱形フレーム3、4の適当な
個所には、ボルト挿通孔(図示省略)が形成され、箱形
フレーム3、4を上下に積み重ねたり、並列に配置した
り、直列に配置したり、鍵形に配置した状態で、ボルト
等で互いに締結できるようになっている。
[0010] Bolt insertion holes (not shown) are formed at appropriate locations of the box-shaped frames 3, 4 so that the box-shaped frames 3, 4 can be stacked vertically, arranged in parallel, or connected in series. It can be fastened to each other with bolts or the like in the state of being arranged or arranged in a key shape.

【0011】つぎに、図2〜4に基づき、泥水分離機1
と汚泥脱水機2の基本構成を説明する。なお、符号60
で示す部分は、工事現場に予め設けられている現場設備
である。61は沈砂槽、62は原水槽であり、トンネル
等の作業現場で生じた汚泥排水(以下、原水という)は
沈砂槽61にパイプ等で導入され、ここで砂を落として
から原水が原水槽62に溜められる。原水槽62内には
原水ポンプ63が設置されており、原水供給パイプ64
を通じて、本発明の濁水処理機に原水が供給される。6
5は原水供給パイプ64の端末に取付けた第1カプラ半
体である。また、66は脱水機2から清水を導入する清
水パイプであり、その先端には第3カプラ半体67が取
付けられている。
Next, based on FIGS.
The basic configuration of the sludge dewatering machine 2 will be described. Note that reference numeral 60
The part shown by is the site equipment provided in advance at the construction site. Reference numeral 61 denotes a sand settling tank, and 62 denotes a raw water tank. Sludge drainage (hereinafter referred to as raw water) generated at a work site such as a tunnel is introduced into the sand setting tank 61 by a pipe or the like. Stored at 62. A raw water pump 63 is installed in the raw water tank 62, and a raw water supply pipe 64 is provided.
Through this, raw water is supplied to the turbid water treatment device of the present invention. 6
Reference numeral 5 denotes a first coupler half attached to the end of the raw water supply pipe 64. Reference numeral 66 denotes a fresh water pipe for introducing fresh water from the dehydrator 2, and a third coupler half 67 is attached to a tip of the pipe.

【0012】泥水分離機1は、原水供給パイプ10を備
えており、この供給パイプ10の一端側は可撓性のある
ホース10h を介して、第1カプラ半体11が取付けられ
ている。この第1カプラ半体11は現場側の第1カプラ
半体65と着脱自在に連絡されるものである。
The muddy water separator 1 has a raw water supply pipe 10, and a first coupler half 11 is attached to one end of the supply pipe 10 via a flexible hose 10h. The first coupler half 11 is detachably connected to the first coupler half 65 on the site side.

【0013】前記供給パイプ10には、炭酸ガス集合装
置12が気化器13と電磁弁14を介して接続されてい
る。これは、原水がアルカリ度が高いため、中和させる
目的で炭酸ガスを供給するものである。電磁弁14は、
後述する沈殿槽21のペーハーセンサPH1の検知結果
がアルカリ度が高いとき開弁され、低いとき閉弁するよ
うになっている。15はパイプ10中の泥の濃度を検出
する濁度計である。
A carbon dioxide gas collecting device 12 is connected to the supply pipe 10 via a vaporizer 13 and an electromagnetic valve 14. This is to supply carbon dioxide gas for the purpose of neutralization because raw water has a high alkalinity. The solenoid valve 14
The valve is opened when the detection result of the pH sensor PH1 of the sedimentation tank 21 described later is high in alkalinity, and closed when the alkalinity is low. Reference numeral 15 denotes a turbidity meter for detecting the concentration of mud in the pipe 10.

【0014】16は高分子溶解槽であり、泥と水を分離
させるための高分子ポリマーからなる公知の薬液が入れ
られている。この薬液はポンプ17および薬注ライン1
8を介して供給パイプ10に注入される。
Reference numeral 16 denotes a polymer dissolving tank in which a known chemical solution composed of a polymer for separating mud and water is placed. This chemical is supplied to the pump 17 and the injection line 1
8 into the supply pipe 10.

【0015】19は急速混合器であり、供給パイプ10
中に2台が直列に接続されている。この混合器19によ
り、泥と水と炭酸ガスと薬液が混合され、泥と水が分離
しやすくなる。20は反応槽であり、図示しないが内部
に撹拌機を有しており、この内部で泥と水と薬液を撹拌
することにより、泥と水が分離しやすいように薬液を反
応させている。
Reference numeral 19 denotes a rapid mixer, which is a supply pipe 10
Two of them are connected in series. This mixer 19 mixes the mud, water, carbon dioxide, and the chemical, and facilitates separation of the mud and water. Reference numeral 20 denotes a reaction tank, which has a stirrer inside, not shown, and stirs mud, water, and the chemical in the inside to react the chemical so that the mud and water are easily separated.

【0016】21は沈殿槽で、反応槽20内の反応済み
原水を注水パイプ22で導入し、この沈殿槽21で泥を
沈殿させている。上澄み水は上澄み槽23にいったん溜
められ、その後放流される。PH1センサーは上澄み水
のアルカリ度を検知するセンサ、PH2センサは上澄み
水のアルカリ度を検知するセンサである。
Reference numeral 21 denotes a sedimentation tank. The reacted raw water in the reaction tank 20 is introduced by a water injection pipe 22, and mud is settled in the sedimentation tank 21. The supernatant water is temporarily stored in the supernatant tank 23 and then discharged. The PH1 sensor is a sensor that detects the alkalinity of the supernatant water, and the PH2 sensor is a sensor that detects the alkalinity of the supernatant water.

【0017】沈殿した泥は汚泥引抜ポンプ24で吸い上
げられ、汚泥槽25に入れられる。汚泥槽25の底部に
は汚泥給送パイプ26が接続され、スラリーポンプ27
で汚泥が圧力をかけた状態で給送される。なお、汚泥槽
21内に設けた反送汚泥ポンプ28は、反送パイプ29
を介して汚泥を供給パイプ10に戻すため設けられてい
る。これは、汚泥濃度が低すぎると、泥と水の分離がで
きにくくなるので、その場合に汚泥濃度を高めるためで
ある。
The settled mud is sucked up by a sludge extraction pump 24 and put into a sludge tank 25. A sludge feed pipe 26 is connected to the bottom of the sludge tank 25 and a slurry pump 27
The sludge is fed under pressure. The sludge pump 28 provided in the sludge tank 21 is connected to a sludge pipe 29.
Is provided to return the sludge to the supply pipe 10 via the. This is because if the sludge concentration is too low, it becomes difficult to separate mud and water, and in that case, the sludge concentration is increased.

【0018】前記汚泥給送パイプ26の先端側には、ホ
ース26h を介して、第2カプラ30半体が取付けられて
いる。31は清水圧力ポンプで、水道管等に接続し、水
道水または上澄水を前記高分子溶解槽16やスラリーポ
ンプ27の手前の汚泥給送パイプ26、また後述する汚
泥脱水機2の濾板の洗浄用パイプ32に供給するように
なっている。
The second half of the second coupler 30 is attached to the end of the sludge feed pipe 26 via a hose 26h. Reference numeral 31 denotes a fresh water pressure pump which is connected to a water pipe or the like, and supplies tap water or supernatant water to a sludge feed pipe 26 in front of the polymer dissolving tank 16 or the slurry pump 27, and a filter plate of the sludge dewatering machine 2 described later. The cleaning pipe 32 is supplied.

【0019】つぎに、汚泥脱水機2を説明する。41は
自動脱水機であり、開閉自在に直列に並べた複数の角枠
状の濾板42を有し、各濾板42の間に2枚ずつの濾布
を挟むようにしている。濾板42群の一端に汚泥給送パ
イプ33を接続し、前記スラリーポンプ27で汚泥を圧
送すると、泥は2枚の濾布によってこされ、水分は濾布
からにじみ出て濾液槽44に集められ、脱水されて残っ
た泥は濾布の間に溜められた状態になる。ここで、濾板
42を互いに開くと、泥が固った状態で濾布から離れて
落下し、ベルトコンベヤ45によって機外へ排出され
る。この排出された泥が脱水ケーキと云われるものであ
る。
Next, the sludge dewatering machine 2 will be described. Reference numeral 41 denotes an automatic dehydrator having a plurality of square frame-shaped filter plates 42 arranged in series so as to be freely opened and closed, and two filter cloths are sandwiched between each filter plate 42. When the sludge feed pipe 33 is connected to one end of the filter plate group 42 and the sludge is pumped by the slurry pump 27, the mud is rubbed off by two filter cloths, and the water oozes out of the filter cloth and is collected in the filtrate tank 44. The mud remaining after the dehydration is accumulated between the filter cloths. Here, when the filter plates 42 are opened to each other, the mud is separated from the filter cloth in a hardened state and falls, and is discharged out of the machine by the belt conveyor 45. The discharged mud is called a dewatered cake.

【0020】前記汚泥給送ユニット33の他端はホース
33h を介して第2カプラ半体34が接続されている。こ
の第2カプラ半体34は濁水分離器1側の第2カプラ半
体30と着脱自在である。
The other end of the sludge feeding unit 33 is a hose.
The second coupler half 34 is connected via 33h. The second coupler half 34 is detachable from the second coupler half 30 on the turbid water separator 1 side.

【0021】前記濾液槽44に貯められた濾液は、清水
槽46に貯められ、清水ポンプ47に接続された清水パ
イプ48で排出される。この清水パイプ48の先端はホ
ース48h を介して第3カプラ半体49が取付けられてい
る。この第3カプラ半体49は、現場側の清水パイプ6
6の第3カプラ半体67と着脱自在に接続できるように
なっている。
The filtrate stored in the filtrate tank 44 is stored in a fresh water tank 46 and discharged through a fresh water pipe 48 connected to a fresh water pump 47. A third coupler half 49 is attached to the tip of the fresh water pipe 48 via a hose 48h. The third coupler half 49 is connected to the fresh water pipe 6 on the site side.
The third coupler half 67 can be detachably connected.

【0022】51はコンプレッサー、52は空気加圧タ
ンクであり、これらから供給される高圧エアーは、濾布
に付着した処理水や脱水ケーキ表面の水滴を除去するた
めに用いられる。
Reference numeral 51 denotes a compressor, and reference numeral 52 denotes an air pressurized tank. The high-pressure air supplied from the compressor is used to remove treated water adhering to the filter cloth and water droplets on the surface of the dewatered cake.

【0023】上記のごとく、本実施形態では、第2カプ
ラ30、34で泥水分離機1と汚泥脱水機2が着脱自在
に連絡でき、現場側の原水槽62とも、第1カプラ1
1、65、第3カプラ49、67で着脱自在に構成で
き、各カプラ半体11、30、34、49は可撓性のホ
ース10h 、26h 、33h 、48h を接続しているので、泥水
分離機1と汚泥脱水機2を、どのようなレイアウトで配
置しても、相互に連絡することができるのである。
As described above, in the present embodiment, the mud water separator 1 and the sludge dewatering machine 2 can be detachably connected to each other by the second couplers 30 and 34, and both the raw water tank 62 on the site and the first coupler 1
1, 65, and the third couplers 49, 67 can be detachably configured. The coupler halves 11, 30, 34, 49 connect flexible hoses 10h, 26h, 33h, 48h. Regardless of the layout of the machine 1 and the sludge dewatering machine 2, they can communicate with each other.

【0024】つぎに、分離機1と脱水機2の連絡レイア
ウトの例を説明する。図1は、分離機1を下にして、そ
の上に脱水機2を載せた上下連結の例である。この場
合、設置スペースは最も少なくてよい。図5は、分離機
1と脱水機2を並列に配置した例である。図示のごと
く、少し離して設置してもよく、互いに連絡して一体化
して設置してもよい。図6も並列配置であるが、図3の
例とは分離機1と脱水機2を入れ替えた配列例である。
図7は、分離機1と脱水機2を直列に接続した例であ
る。この場合、細長い場所に設置しやすい。図8は分離
機1と脱水機2を鍵形に連絡した例である。この場合、
鍵形の場所にも設置できる。なお、図示していないが、
T字形にしたりL字形にしたりすることも自在に行え
る。
Next, an example of a communication layout between the separator 1 and the dehydrator 2 will be described. FIG. 1 is an example of a vertical connection in which a separator 1 is placed downward and a dehydrator 2 is placed thereon. In this case, the installation space may be the smallest. FIG. 5 is an example in which the separator 1 and the dehydrator 2 are arranged in parallel. As shown in the figure, they may be installed a little apart from each other, or may be installed integrally with each other. FIG. 6 also shows a parallel arrangement, but the example of FIG. 3 is an example of an arrangement in which the separator 1 and the dehydrator 2 are replaced.
FIG. 7 shows an example in which a separator 1 and a dehydrator 2 are connected in series. In this case, it can be easily installed in an elongated place. FIG. 8 shows an example in which the separator 1 and the dehydrator 2 are connected in a key shape. in this case,
Can be installed in key-shaped places. Although not shown,
It can be freely formed into a T shape or an L shape.

【0025】[0025]

【発明の効果】請求項1の可搬型濁水処理機によれば、
箱形フレームに組み付けられてユニット化された分離ユ
ニットと脱水ユニットを、箱形フレームの幅と長さが同
じ性質を活用して、上下積重ね、並列配置、直列配置、
鍵形配置が可能であり、地形やスペースに制約された場
所にも設置することが可能になる。また、現場の原水槽
との間や分離ユニットと脱水ユニットの間の連絡は、第
1、第2、第3の3個のカプラを用いて、着脱自在に連
絡できるので、上記のような種々の配置をしても、原水
や汚泥の給排が可能であり、現場での濁水処理を円滑に
行える。
According to the portable turbid water treatment device of the first aspect,
Separation unit and dehydration unit assembled into a box frame and unitized, utilizing the same properties of the width and length of the box frame, stacking up and down, parallel arrangement, series arrangement,
Key-shaped arrangement is possible, and it can be installed in places restricted by terrain and space. In addition, communication between the on-site raw water tank and between the separation unit and the dehydration unit can be detachably connected using the first, second, and third couplers. Even with the arrangement, the raw water and sludge can be supplied and discharged, and the turbid water treatment at the site can be performed smoothly.

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

【図1】本発明の一実施形態に係る濁水分離機である。FIG. 1 is a turbid water separator according to one embodiment of the present invention.

【図2】本発明の同濁水分離機の機能ブロック図であ
る。
FIG. 2 is a functional block diagram of the turbid water separator of the present invention.

【図3】汚泥脱水機2のブロック図である。FIG. 3 is a block diagram of the sludge dewatering machine 2.

【図4】泥水分離機1のブロック図である。FIG. 4 is a block diagram of the muddy water separator 1.

【図5】本発明における並列配置の一例の平面図であ
る。
FIG. 5 is a plan view of an example of a parallel arrangement according to the present invention.

【図6】本発明における並列配置の他の例の平面図であ
る。
FIG. 6 is a plan view of another example of the parallel arrangement according to the present invention.

【図7】本発明における直列配置の平面図である。FIG. 7 is a plan view of a serial arrangement according to the present invention.

【図8】本発明における鍵形配置の平面図である。FIG. 8 is a plan view of a key-shaped arrangement according to the present invention.

【図9】従来の濁水分離機の外観図である。FIG. 9 is an external view of a conventional turbid water separator.

【符号の説明】[Explanation of symbols]

1 泥水分離機 2 汚泥脱水機 1U 分離ユニット 2U 脱水ユニット 3 箱形フレーム 4 箱形フレーム DESCRIPTION OF SYMBOLS 1 Mud separator 2 Sludge dehydrator 1U Separation unit 2U Dehydration unit 3 Box frame 4 Box frame

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】泥水分離機と汚泥脱水機とからなる可搬型
濁水処理機であって、前記泥水分離機と汚泥脱水機は、
いずれも幅と長さが同じの2個の箱形フレームに、それ
ぞれ組付けられて泥水分離ユニットと汚泥脱水ユニット
にユニット化されており、前記2個の箱形フレームは、
互いに上下連結、並列連結、直列連結、鍵形連結が可能
な位置にボルト挿通孔が設けられており、前記泥水分離
機は、原水供給パイプと、該原水供給パイプにそれぞれ
接続された炭酸ガス集合装置、気化器、薬注装置、急速
混合器、および反応槽と前記反応槽から反応処理済み原
水を受取る沈殿槽と、該沈殿槽から沈殿汚泥を受取る汚
泥槽と、該汚泥槽の底部の汚泥を引抜くスラリーポンプ
と、該スラリーポンプに接続された汚泥給送パイプとを
備えており、前記原水供給パイプは、現場据付の原水ポ
ンプ側に接続する第1カプラ半体を備え、前記汚泥給送
パイプは、汚泥脱水機側の汚泥給送パイプのカプラに接
続する第2カプラ半体を備えており、前記汚泥脱水機
は、開閉自在な複数の濾板と各濾板に挟まれる濾布と、
互いに閉止した状態の濾板に汚泥を給送する汚泥給送パ
イプと、各濾板を開放したとき汚泥が脱水されて生じた
脱水ケーキを受取って、機外に排出するベルトコンベヤ
と、脱水中に脱水液を受取る濾液受けと、濾液を貯める
清水槽と、該清水槽から清水を現場据付の原水槽へ返送
する清水パイプとを備え、前記汚泥給送パイプは、泥水
分離機側の汚泥給送パイプのカプラに接続する第2カプ
ラ半体を備え、前記清水パイプは、現場側の清水パイプ
に接続する第3カプラ半体を備えていることを特徴とす
る可搬型濁水処理機。
Claims: 1. A portable turbid water treatment device comprising a mud separator and a sludge dewaterer, wherein the mud separator and the sludge dewaterer are:
Both are assembled into two box-shaped frames having the same width and length, and are unitized into a muddy water separation unit and a sludge dewatering unit. The two box-shaped frames are
Bolt insertion holes are provided at positions where vertical connection, parallel connection, series connection, and key-shaped connection are possible, and the mud separator is provided with a raw water supply pipe and a carbon dioxide gas collection pipe connected to the raw water supply pipe, respectively. An apparatus, a vaporizer, a chemical infusion device, a rapid mixer, and a reaction tank and a sedimentation tank for receiving the reaction-treated raw water from the reaction tank, a sludge tank for receiving the sedimented sludge from the sedimentation tank, and a sludge at the bottom of the sludge tank. And a sludge feed pipe connected to the slurry pump. The raw water supply pipe includes a first coupler half connected to a raw water pump installed on site, and the sludge feed pipe The feed pipe includes a second coupler half that is connected to a coupler of a sludge feed pipe on the sludge dewatering machine side. The sludge dewatering machine includes a plurality of openable and closable filter plates and a filter cloth sandwiched between the filter plates. When,
A sludge feed pipe for feeding sludge to the filter plates that are closed to each other, a belt conveyor for receiving a dewatered cake generated by dewatering sludge when each filter plate is opened, and discharging the sludge to the outside of the machine; And a fresh water tank for storing the filtrate, and a fresh water pipe for returning fresh water from the fresh water tank to a raw water tank installed on site.The sludge feed pipe is provided with a sludge feeder on the mud separator side. A portable turbid water treatment machine comprising a second coupler half connected to a coupler of a feed pipe, and the fresh water pipe includes a third coupler half connected to a fresh water pipe on the site side.
JP31274197A 1997-10-29 1997-10-29 Portable muddy water treatment machine Expired - Fee Related JP3957375B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31274197A JP3957375B2 (en) 1997-10-29 1997-10-29 Portable muddy water treatment machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31274197A JP3957375B2 (en) 1997-10-29 1997-10-29 Portable muddy water treatment machine

Publications (2)

Publication Number Publication Date
JPH11129000A true JPH11129000A (en) 1999-05-18
JP3957375B2 JP3957375B2 (en) 2007-08-15

Family

ID=18032869

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31274197A Expired - Fee Related JP3957375B2 (en) 1997-10-29 1997-10-29 Portable muddy water treatment machine

Country Status (1)

Country Link
JP (1) JP3957375B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03128790U (en) * 1990-04-04 1991-12-25
JPH06319916A (en) * 1993-05-07 1994-11-22 Kanebo Ltd Continuous muddy water treatment apparatus
JPH07204657A (en) * 1994-01-13 1995-08-08 Seiwa Kiko Kk Portable turbid water treatment device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03128790U (en) * 1990-04-04 1991-12-25
JPH06319916A (en) * 1993-05-07 1994-11-22 Kanebo Ltd Continuous muddy water treatment apparatus
JPH07204657A (en) * 1994-01-13 1995-08-08 Seiwa Kiko Kk Portable turbid water treatment device

Also Published As

Publication number Publication date
JP3957375B2 (en) 2007-08-15

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