JP2001248110A - Circulation type cut slurry cleaning device and road surface cutting method using it - Google Patents

Circulation type cut slurry cleaning device and road surface cutting method using it

Info

Publication number
JP2001248110A
JP2001248110A JP2000105574A JP2000105574A JP2001248110A JP 2001248110 A JP2001248110 A JP 2001248110A JP 2000105574 A JP2000105574 A JP 2000105574A JP 2000105574 A JP2000105574 A JP 2000105574A JP 2001248110 A JP2001248110 A JP 2001248110A
Authority
JP
Japan
Prior art keywords
water
tank
mud
cutting
muddy
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.)
Pending
Application number
JP2000105574A
Other languages
Japanese (ja)
Inventor
Masashi Ejima
政司 江島
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000105574A priority Critical patent/JP2001248110A/en
Publication of JP2001248110A publication Critical patent/JP2001248110A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)
  • Road Repair (AREA)

Abstract

PROBLEM TO BE SOLVED: To solve such problems that the cooling water used once conventionally becomes slurry including cut surplus soil in the cutting work of concrete and asphalt ill effects are caused by the sediment at various places, chips are precipitated in the sewer after the slurry is discharged in the sewer, an enormous cost is required for its disposal, the chips spread on the road surface are dried and scattered as fine powder and grains after the slurry is discarded on the road surface, this causing an environmental pollution problem, in a present, slurry processing there is no proper processing method thus the slurry is discarded in the sewer or on the road surface after the cooling water is used. SOLUTION: The slurry generated in the cutting work of concreted and asphalt on the road surface is fed to a water cleaning tank provided together with a feed water tank installed on a cutter conveying vehicle, and the slurry is separated there into water and surplus soil. Water is circulated for reuse many times as the cooling water, and the cut surplus soil separated from the slurry can be disposed as the construction surplus soil at a site in this circulation type cut slurry device and a road surface cutting method using this device.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は循環式切削泥水浄化装置
とその装置を使用した路面切断工法に関し、特に、コン
クリート及びアスファルトの切断作業においてカッター
回転刃用冷却水を浄化循環させることにより水の消費量
を大幅に節約でき、しかも泥水から分離沈殿した残土を
透水性袋に収容し、それを建設残土として現場処理を可
能にした循環式切削泥水浄化装置とその装置を使用した
路面切断工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a circulating cutting mud water purifying apparatus and a road surface cutting method using the same, and more particularly, to a method of purifying and circulating cooling water for a rotary cutter blade in concrete and asphalt cutting work. It relates to a circulating cutting mud water purifying device that can save consumption significantly and stores the residual soil separated and settled from mud in a water-permeable bag and treats it as construction residual soil, and a road surface cutting method using the device. .

【0002】[0002]

【従来の技術】従来コンクリート及びアスファルトの切
断作業において、ダイヤモンドブレード刃を冷却するた
め、また切削粉の飛散を防止するために1分間に6リッ
トルの水を必要とする。一日の平均作業時間を5時間と
仮定した場合、1800リットルの水が必要となり、一
日の作業に必要な1800リットルもの冷却水を給水タ
ンクに容れて携行し切断機搬送車で搬送しなければなら
ない。搬送車は給水タンクの他に切断機も積載している
ので2トン車では過重量となってしまう。また、一度使
用した冷却水は1000リットルあたり200リットル
の切削残土を含む泥水となり、現在この泥水を処理する
適切な処理法がないのでそれを仕方なく下水溝や路面に
廃棄して作業を行っているのが現状である。従って、冷
却水の使用後の泥水は下水溝や路面に廃棄されるために
各地でその土砂による弊害が生じている。下水溝に廃棄
されると下水道内に切削粉が沈殿し、その処理に膨大な
費用がかかる。現在日本では冷却水を年間約500万m
使用しているのでそのうち残土は約100万mとな
り、残土処理費は1m当たり2万円かかるので年間2
00億円もの残土処理費を要している。また、路面に廃
棄されると路面に撒かれた切削粉が乾燥し微粉粒となっ
て飛散し環境汚染問題を引き起こす。
2. Description of the Related Art Conventionally, in cutting concrete and asphalt, 6 liters of water per minute is required to cool a diamond blade blade and to prevent scattering of cutting powder. Assuming an average working time of 5 hours a day, 1800 liters of water is required, and 1800 liters of cooling water required for one day's work must be carried in a water supply tank and transported by a cutting machine carrier. Must. Since the transport vehicle has a cutting machine in addition to the water supply tank, a 2-ton vehicle would be overweight. Also, the cooling water used once is mud containing 200 liters of cutting residual soil per 1000 liters. There is no proper treatment method to treat this mud at present. That is the current situation. Therefore, since muddy water after use of the cooling water is discarded in a sewage ditch or a road surface, there is an adverse effect due to the earth and sand in various places. When discarded in the sewer, the cutting powder precipitates in the sewer and the treatment thereof requires enormous cost. At present, cooling water in Japan is about 5 million m
3 Since you are using them surplus soil is about 1 million m 3, and the year because the surplus soil processing costs are consuming 20,000 yen per 1m 3 2
It costs as much as ¥ 100 billion to process the remaining soil. In addition, when discarded on the road surface, the cutting powder scattered on the road surface is dried and becomes fine powder particles and scatters to cause an environmental pollution problem.

【0003】[0003]

【発明が解決しようとする課題】そこで、路面のコンク
リートやアスファルトの切断作業において生じる泥水を
切断機搬送車に設置した給水タンクに併設される浄水タ
ンクへ送り、そこでこの泥水を水と残土に分離し、水は
冷却水として何度も再使用できるように循環させ、泥水
から分離された切削残土は建設残土として現場で廃棄処
分できるようにした循環式切削泥水浄化装置とその装置
を使用した路面切断工法を提供することを本発明の課題
とする。本発明の装置と工法によれば、冷却水は路盤に
吸収される回収不能分の約30%を消費するだけで従来
の冷却水使用量の70%を節約することができ、他方、
泥水を下水道や河川へ放出することがなくなり、さらに
路面に撒かれた切削粉が乾燥し微粉粒となって飛散し環
境汚染問題を引き起こすこともなくなる。
Accordingly, muddy water generated in the work of cutting concrete or asphalt on the road surface is sent to a water purifying tank attached to a water supply tank installed on a cutting machine carrier, and the muddy water is separated into water and residual soil there. Water is circulated so that it can be reused many times as cooling water, and the cutting waste soil separated from the muddy water can be disposed of on-site as construction waste soil. An object of the present invention is to provide a cutting method. According to the apparatus and method of the present invention, the cooling water can save 70% of the conventional cooling water consumption by consuming only about 30% of the unrecoverable amount absorbed by the roadbed.
Muddy water will not be released to sewers and rivers, and the cutting powder scattered on the road surface will be dried and become fine powder particles, which will not cause environmental pollution problems.

【0004】[0004]

【課題を解決するための手段】本発明は、切断機搬送車
1に載置した複数の泥水浄化タンク併設型給水タンク3
と切断機2とからなり、泥水浄化タンク4の一端と切断
機に備えたバキュウムポンプとの間を泥水回収ホース6
で連結し、泥水浄化タンク4の他端と連通する給水タン
ク3とカッター刃へ向けた冷却水放出部との間を給水ホ
ース5で連結し、複数の各泥水浄化タンク4は接続管1
9’で接続され、それら接続管19’は下流になるに従
って低くなるように位置づけられ、各泥水浄化タンクの
内部は仕切板4’を上から途中まで垂下させて上流室と
下流室に区分し、仕切板の下方の浄化タンク空間部に開
口4”を介して取出し自在の穴開き篭12を収納させ、
その篭の内側に泥水から分離沈殿した残土を収容するた
めの透水性袋13を配置し、各泥水浄化タンクの下から
前方へ流し台7を張り出させ、その流し台の上面を透水
性構造8にして泥土を収容した袋をその上に載置して水
切りを可能にし、給水タンクに隔壁3”で遮断したリザ
ーブタンク3’を設け、給水タンクとリザーブタンク
3’との間に水位保持装置18を設けて給水タンクの水
位を一定に保持するようにし、バキュウムポンプで吸引
した泥水を泥水浄化タンク4へ送り、各浄水タンクを通
る過程で泥水中に含まれる切削残土が分離沈殿すること
により澄水を得てその澄水を切削冷却水として何度も使
用できるとともに透水性袋に収容された泥土の現場処理
を可能にする循環式切削泥水浄化装置である。また、本
発明は切断機搬送車1に載置した複数の泥水浄化タンク
併設型給水タンク3と切断機2とからなり、泥水浄化タ
ンク4の一端と切断機に備えたバキュウムポンプとの間
を泥水回収ホース6で連結し、泥水浄化タンク4の他端
と連通する給水タンク3とカッター刃へ向けた冷却水放
出部との間を給水ホース5で連結し、複数の各泥水浄化
タンク4は接続管19’で接続され、 それら接続管
19’は下流になるに従って低くなるように位置づけら
れ、各泥水浄化タンクの内部は仕切板4’を上から途中
まで垂下させて上流室と下流室に区分し、仕切板の下方
の浄化タンク空間部に開口4”を介して取出し自在の穴
開き篭12を収納させ、その篭の内側に泥水から分離沈
殿した残土を収容するための透水性袋13を配置し、各
泥水浄化タンクの下から前方へ流し台7を張り出させ、
その流し台の上面を透水性構造8にして泥土を収容した
袋をその上に載置して水切りを可能にし、給水タンクに
隔壁3”で遮断したリザーブタンク3’を設け、給水タ
ンクとリザーブタンク3’との間に水位保持装置18を
設けて給水タンクの水位を一定に保持するようにし、バ
キュウムポンプで吸引した泥水を泥水浄化タンク4へ送
り、各浄水タンクを通る過程で泥水中に含まれる切削残
土が分離沈殿することにより澄水を得てその澄水を切削
冷却水として何度も使用できるとともに透水性袋に収容
された泥土の現場処理を可能にする循環式切削泥水浄化
装置を使って路面の切断作業を行う路面切断工法であ
る。
According to the present invention, there is provided a water supply tank 3 having a plurality of muddy water purification tanks mounted on a cutting machine carrier 1.
And a cutting machine 2. A muddy water collecting hose 6 is provided between one end of the muddy water purification tank 4 and a vacuum pump provided in the cutting machine.
And a water supply hose 5 connects a water supply tank 3 communicating with the other end of the muddy water purifying tank 4 and a cooling water discharge section toward the cutter blade.
9 ', the connecting pipes 19' are positioned so as to become lower as they go downstream, and the inside of each muddy water purification tank is divided into an upstream chamber and a downstream chamber by suspending the partition plate 4 'from the top to the middle. The perforated basket 12 which can be taken out through the opening 4 ″ is housed in the purifying tank space below the partition plate,
A permeable bag 13 for storing the residual soil separated and settled from the muddy water is arranged inside the basket, and a sink 7 is extended forward from under each muddy water purifying tank, and the upper surface of the sink is formed into a permeable structure 8. A bag containing mud is placed on top of it to allow drainage, and a water tank is provided with a reserve tank 3 'interrupted by a partition 3 ", and a water level holding device 18 is provided between the water tank and the reserve tank 3'. Is provided to maintain the water level of the water supply tank constant, and the muddy water sucked by the vacuum pump is sent to the muddy water purifying tank 4, and the cutting residual soil contained in the muddy water is separated and settled in the process of passing through each water purifying tank so that the clear water is formed. The present invention is a circulation type cutting mud water purifying apparatus which can use the clear water as cutting cooling water many times and also enables on-site treatment of mud stored in a water-permeable bag. A mud water purifying tank, which is provided with a plurality of mud water purifying tanks and a cutting machine 2, is connected between one end of the mud purifying tank 4 and a vacuum pump provided in the cutting machine by a mud collecting hose 6. A water supply hose 3 connects a water supply tank 3 communicating with the other end of the water supply tank 4 and a cooling water discharge section toward the cutter blade, and a plurality of muddy water purification tanks 4 are connected by connection pipes 19 ′. 19 ′ is positioned so as to become lower as it goes downstream, and the inside of each muddy water purifying tank is divided into an upstream chamber and a downstream chamber by suspending the partition plate 4 ′ from the top to the middle, and the purifying tank space below the partition plate. A perforated basket 12 which can be taken out through an opening 4 "is housed in the portion, and a water-permeable bag 13 for accommodating the residual soil separated and settled from the muddy water is arranged inside the basket. Extend the sink 7 to the front Then,
The upper surface of the sink is made to have a water-permeable structure 8 and a bag containing mud is placed thereon to enable drainage. A water supply tank is provided with a reserve tank 3 'interrupted by a partition 3 ". 3 ′, a water level holding device 18 is provided to keep the water level of the water supply tank constant, and the muddy water sucked by the vacuum pump is sent to the muddy water purifying tank 4 and contained in the muddy water in the process of passing through each water purifying tank. By using a recirculating-type cutting mud purification system that can obtain clear water by separating and sedimentation of the remaining cutting soil, and use the clear water as cutting cooling water many times, and enable on-site treatment of mud stored in a water-permeable bag. This is a road surface cutting method for performing road surface cutting work.

【0005】[0005]

【作用】切断機搬送車1に複数の泥水浄化タンク併設型
給水タンクと切断機を載置して作業現場へ行き、そこで
切断機を降ろして作業に取りかかる。そこで、路面のコ
ンクリートやアスファルトの切断作業時、泥水を切断機
に備えたバキュウムポンプで吸引しそれを泥水回収ホー
ス6で切断機搬送車に設置した最初の浄水タンク4へ送
る。この時、浄水タンク4、給水タンク3、リザーブタ
ンク3’は冷却水で満たしておく。この泥水はタンク4
の上流室を通って仕切板4’の下を回って下流室へ流入
しそこを上昇して接続管19’を通り次の浄水タンク4
の上流室へ流入する。これを繰り返しながら最後の浄水
タンクの接続管20を通って給水タンク3へ流入する。
その間、泥水中の残土は水と分離して下に沈殿し透水性
袋13に収容される。図5の最後の第5浄水タンクへ至
った澄水は泥水時のPH1〜2からPH5〜7に変化し
ている。作業では、各浄水タンク4の容量を100リッ
トルと仮定して、冷却水を6リットル/分 消費すると
すれば、水の浄化が循環し始めると4リットル/分を給
水タンク3へ戻すので、リザーブタンク3’から給水タ
ンク3へ2リットル/分を補給すれば給水タンク3の水
位は一定に保持される。この作用はフロート式レベルス
イッチ18が作動して水中ポンプ17で補給する。リザ
ーブタンクの仕切板3”’はだぶり止めとして働く。接
続管19’は下流になるに従って低くなるように位置づ
けられるので水を流れ易くする。泥水から分離し沈殿し
て透水性袋13に収容された残土は袋ごと浄化タンクの
開口4”から穴開き篭12を引き出すことによって取出
される。その時、サイホン管14のコック15を開けて
その浄化タンクの水を流し台7へ抜くこともできる。取
出した袋13は手前の金網8の上に並べておけば袋13
も金網8も透水性であるので袋13に収容された残土か
ら水分が切れるので、作業を続けながら適度な状態にな
った時、袋13を降ろして建設残土として処分すること
ができる。流し台7に溜った水はポンプ16により管路
16’を通って最初の浄水タンク4へ戻す。切削した粒
子は非常に小さい。アスファルトは1〜80μ、コンク
リートは1〜120μ程度であるので沈殿しにくい。そ
れゆえに、泥水が流入する複数の浄水タンク4のうち適
宜段階で浄水タンクの上蓋に切削泥土固化剤投入装置2
1、21’を取付け、当該泥水浄化タンク4への泥水の
流入に呼応して固化剤であるセメントや石膏を投入して
沈殿を促進することもできる。切削泥土固化剤投入装置
は固化剤を容れたホッパーに小型モータを取りつけたも
ので泥水の流入によりスイッチが働いてホッパーの出口
が開くようになっている。固化剤は泥水1リットルにつ
き2g程度で十分である。
A plurality of mud water purifying tanks and a water supply tank provided with a mud water purifying tank are mounted on a cutting machine carrier 1 to go to a work site, where the cutting machine is lowered and work is started. Therefore, at the time of cutting concrete or asphalt on the road surface, muddy water is sucked by a vacuum pump provided in the cutting machine and sent to the first water purification tank 4 installed on the cutting machine carrier by the muddy water collecting hose 6. At this time, the water purification tank 4, the water supply tank 3, and the reserve tank 3 'are filled with cooling water. This mud is in tank 4
Passes through the upstream chamber, turns under the partition plate 4 ', flows into the downstream chamber, ascends there, passes through the connecting pipe 19', and flows into the next water purification tank 4.
Into the upstream chamber of By repeating this, it flows into the water supply tank 3 through the connection pipe 20 of the last water purification tank.
During that time, the residual soil in the muddy water separates from the water and precipitates below, and is stored in the water-permeable bag 13. The clear water that has reached the last fifth water purification tank in FIG. 5 has changed from PH1 to 2 at the time of muddy water to PH5 to 7. In the operation, assuming that the capacity of each water purification tank 4 is 100 liters and the cooling water is consumed at 6 liters / minute, 4 liters / minute is returned to the water supply tank 3 when the water purification starts to circulate. By supplying 2 liters / minute from the tank 3 'to the water supply tank 3, the water level in the water supply tank 3 is kept constant. In this operation, the float type level switch 18 is operated and the submersible pump 17 supplies water. The partition plate 3 "'of the reserve tank acts as a squib. The connecting pipe 19' is positioned so as to be lowered as it goes downstream, so that water can easily flow. It is separated from muddy water and settled and stored in the water-permeable bag 13. The remaining soil is removed together with the bags by pulling out the perforated basket 12 from the opening 4 "of the purification tank. At this time, the cock 15 of the siphon pipe 14 can be opened to drain the water from the purification tank to the sink 7. If the removed bags 13 are arranged on the front wire mesh 8,
Since the wire mesh 8 is also permeable, the remaining soil contained in the bag 13 is drained of moisture, so that when the operation is continued and the state becomes appropriate, the bag 13 can be lowered and disposed of as construction residual soil. The water collected in the sink 7 is returned by the pump 16 to the first purified water tank 4 through the line 16 ′. The cut particles are very small. Since asphalt is about 1 to 80 μm and concrete is about 1 to 120 μm, it hardly precipitates. Therefore, the cutting mud solidifying agent charging device 2 is placed on the upper lid of the water purification tank at an appropriate stage among the plurality of water purification tanks 4 into which the muddy water flows.
1, 21 'may be attached, and cement or gypsum as a solidifying agent may be introduced in response to the inflow of muddy water into the muddy water purification tank 4 to promote precipitation. The cutting mud solidifying agent feeding device is a device in which a small motor is attached to a hopper containing a solidifying agent, and a switch is operated by the inflow of muddy water so that an outlet of the hopper is opened. About 2 g of the solidifying agent per liter of muddy water is sufficient.

【0006】[0006]

【実施例1】本発明は、切断機搬送車1に5本の泥水浄
化タンク4を併設した給水タンク3と切断機2を載置し
て作業現場へ行き、そこで切断機を降ろしてアスファル
トやコンクリートの路面を切断する作業に使用する循環
式切削泥水浄化装置である。本発明は切断機搬送車1に
載置した5本の泥水浄化タンク併設型給水タンク3と切
断機2とからなり、図1に示すように、泥水浄化タンク
4の一端と切断機に備えたバキュウムポンプとの間を泥
水回収ホース6で連結し、泥水浄化タンク4の他端と連
通する給水タンク3とカッター刃へ向けた冷却水放出部
との間を給水ホース5で連結する。5本の各泥水浄化タ
ンク4は接続管19’で接続され、それら接続管19’
は下流になるに従って低くなるように位置づけられる。
各泥水浄化タンクの内部は仕切板4’を上から途中まで
垂下させて上流室と下流室に区分するとともに、だぶり
止めとしても役立つ。仕切板4’の下方の矩形浄化タン
ク空間部にその形に対応した穴開きの矩形篭12を収納
させ、その篭の内側に透水性袋13を配置して泥水から
分離沈殿した残土をそこに収容する。浄化タンクには穴
開き篭12を出入させるため開口4”が形成され、その
周囲にゴムをはり付けて蓋9をした時、シールとなる。
図2、3、4に示すように、蓋9を締めつけるためにコ
の字型アーム10を浄化タンクの外側に取り外し自在に
取り付け、その中心部にボルト11をねじ込んでボルト
11の先端を蓋9に押しつけてそれを締めつける。各泥
水浄化タンクの下から前方へ流し台7を張り出させ、そ
の流し台の上面を金網構造8にして泥土を収容した袋1
3をその上に載置しておくだけで水切りができる。図5
に示すように、給水タンク3に隔壁3”で遮断したリザ
ーブタンク3’を設け、給水タンクとリザーブタンク
3’との間にフロート式レベルスイッチ18を設けて給
水タンクの水位を一定に保持する。透水性袋13に収容
された残土を袋ごと浄化タンクの開口4”から取出す前
にサイホン管14のコック15を開けてその浄化タンク
の水を流し台7へ抜くこともできる。流し台7に溜った
水はポンプ16により管路16’を通って最初の浄水タ
ンク4へ戻される。切削した粒子は非常に小さいので沈
殿しにくい。それゆえに図5に示すように、泥水が流入
する5本の浄水タンク4のうち第1浄水タンクの上蓋に
切削泥土固化剤投入装置21を取付けてその中にセメン
トを容れておき、第3浄水タンクの上蓋に切削泥土固化
剤投入装置 21’を取付けてその中に石膏を容れてい
る。当該泥水浄化タンク4への泥水の流入に呼応してセ
メントや石膏を投入して沈殿を促進することもできる。
かくしてこの実施例は、バキュウムポンプで吸引した泥
水を泥水浄化タンク4へ送り、各浄水タンクを通る過程
で泥水中に含まれる切削残土が分離沈殿することにより
澄水を得てその澄水を切削冷却水として何度も使用でき
るとともに透水性袋に収容された泥土の現場処理を可能
にする循環式切削泥水浄化装置である。
[Embodiment 1] The present invention places a water supply tank 3 provided with five muddy water purifying tanks 4 and a cutting machine 2 on a cutting machine carrier 1 and goes to a work site, where the cutting machine is lowered to remove asphalt or the like. This is a circulating cutting mud water purifying device used for cutting concrete road surfaces. The present invention comprises a water supply tank 3 equipped with five muddy water purifying tanks mounted on a cutting machine transport vehicle 1 and a cutting machine 2, and as shown in FIG. 1, one end of a muddy water purifying tank 4 and a cutting machine are provided. The muddy water recovery hose 6 connects the vacuum pump and the water supply tank 3 communicating with the other end of the muddy water purification tank 4 and the cooling water discharge section toward the cutter blade. The five muddy water purifying tanks 4 are connected by connecting pipes 19 ', and these connecting pipes 19' are connected.
Is positioned to be lower as it goes downstream.
The inside of each muddy water purifying tank has a partition plate 4 'hung from the top to the middle to divide it into an upstream chamber and a downstream chamber, and also serves as a stopper. A rectangular basket 12 having a perforated shape corresponding to the shape is housed in the rectangular purification tank space below the partition plate 4 ', and a water-permeable bag 13 is arranged inside the basket so that the residual soil separated and settled from the muddy water there. To accommodate. An opening 4 ″ is formed in the purification tank to allow the perforated basket 12 to enter and exit, and a rubber seal is provided around the opening 4 ″ to provide a seal when the lid 9 is closed.
As shown in FIGS. 2, 3 and 4, a U-shaped arm 10 is detachably attached to the outside of the purification tank in order to tighten the lid 9, and a bolt 11 is screwed into the center of the arm, and the tip of the bolt 11 is attached to the lid 9. And tighten it. A bag 1 containing mud is formed by extending a sink 7 from the bottom of each muddy water purification tank forward, and making the upper surface of the sink a wire mesh structure 8.
Drain can be done just by placing 3 on it. FIG.
As shown in the figure, a reserve tank 3 'interrupted by a partition wall 3 "is provided in the water supply tank 3, and a float type level switch 18 is provided between the water supply tank and the reserve tank 3' to keep the water level of the water supply tank constant. Before removing the remaining soil contained in the water-permeable bag 13 together with the bag from the opening 4 ″ of the purification tank, the cock 15 of the siphon pipe 14 can be opened to drain the water from the purification tank to the sink 7. The water accumulated in the sink 7 is returned by the pump 16 to the first purified water tank 4 through the pipe 16 ′. Since the cut particles are very small, they do not easily settle. Therefore, as shown in FIG. 5, the cutting mud solidifying agent charging device 21 is mounted on the upper lid of the first water purification tank among the five water purification tanks 4 into which the muddy water flows, and cement is contained therein, and the third water purification is performed. A cutting mud solidifying agent charging device 21 'is attached to the upper lid of the tank, and gypsum is contained therein. In response to the inflow of the muddy water into the muddy water purifying tank 4, cement or gypsum can be added to promote the sedimentation.
Thus, in this embodiment, the muddy water sucked by the vacuum pump is sent to the muddy water purifying tank 4, and in the process of passing through each water purifying tank, the cutting residual soil contained in the muddy water is separated and settled to obtain clear water. This is a circulating cutting mud water purifying device that can be used many times as well as enables on-site treatment of mud stored in a water-permeable bag.

【0006】[0006]

【実施例2】この実施例は、バキュウムポンプで吸引し
た泥水を泥水浄化タンク4へ送り、各浄水タンクを通る
過程で泥水中に含まれる切削残土が分離沈殿することに
より澄水を得てその澄水を切削冷却水として何度も使用
できるとともに透水性袋に収容された泥土の現場処理を
可能にする実施例1の循環式切削泥水浄化装置を使って
路面の切断作業を行う路面切断工法である。
Embodiment 2 In this embodiment, muddy water sucked by a vacuum pump is sent to a muddy water purifying tank 4, and in the process of passing through each water purifying tank, cutting residual soil contained in the muddy water is separated and settled to obtain clear water. Is a road surface cutting method for performing road surface cutting work using the circulating-type cutting mud water purifying apparatus of Example 1 which can be used as cutting water repeatedly and enables on-site treatment of mud contained in a water-permeable bag. .

【0007】[0007]

【効果】本発明は、上述のような構成により使用済み冷
却水である泥水を捨てないで泥水浄化タンク4へ送り、
それを浄化して給水タンク3へ戻して循環させ何度も使
用することを可能にしたので、冷却水は路盤に吸収され
る回収不能分の約30%を消費するだけで従来の冷却水
使用量の約70%を節約できる効果がある。70%の回
収水のうち約10%は流し台から回収される。そのよう
に泥水を回収して水と残土に分離し、分離沈殿された切
削残土は袋にまとめられて持ち運びも容易であるので建
設残土として現場で廃棄処分することができできる。従
って従来のように、泥水を下水道や河川へ放出すること
がなくなり、下水溝に廃棄された時に必要とした膨大な
処理費がかからなくてすみ、さらに路面に撒かれた切削
粉が乾燥し微粉粒となって飛散し環境汚染問題を引き起
こすこともなくなる効果がある。本発明により冷却水を
循環させて何度も使用できるようにしたので、節水効果
に加えて、1日の作業に備えて準備する携行冷却水の量
を従来の1600〜2000リットルから600〜10
00リットルに減らすことができ、その結果、経済的な
2トン車を使用できる効果がある。
According to the present invention, the muddy water, which is used cooling water, is sent to the muddy water purifying tank 4 without being discarded by the above-described structure.
Since it has been purified and returned to the water supply tank 3 to be circulated and can be used many times, the cooling water consumes only about 30% of the unrecoverable amount absorbed by the roadbed, and the conventional cooling water is used. The effect is that about 70% of the amount can be saved. About 10% of the 70% recovered water is recovered from the sink. Such muddy water is collected and separated into water and residual soil, and the separated and settled cutting residual soil is collected in a bag and easily carried, so that it can be disposed of on-site as construction residual soil. Therefore, unlike conventional methods, muddy water is not released to sewers and rivers, eliminating the need for enormous disposal costs required for disposal in sewers and cutting powder that has been scattered on the road surface. There is also an effect that the particles are not scattered as fine particles to cause an environmental pollution problem. Since the cooling water is circulated according to the present invention so that it can be used many times, in addition to the water saving effect, the amount of the portable cooling water prepared for one-day work can be reduced from the conventional 1600 to 2000 liters to 600 to 10 liters.
It can be reduced to 00 liters, and as a result, there is an effect that an economical 2-ton vehicle can be used.

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

【図1】切断機搬送車から切断機を降ろして本発明の路
面切断を行う状態を示す切断機搬送車と切断機の概略図
である。
FIG. 1 is a schematic diagram of a cutting machine transport vehicle and a cutting machine showing a state in which a cutting machine is unloaded from the cutting machine transport vehicle to perform a road surface cutting of the present invention.

【図2】本発明の1つの泥水浄化タンクの前面図であっ
て、篭を出し入れするための開口部に蓋をして締めつけ
部材で締めつけた状態を示す。
FIG. 2 is a front view of one mud water purifying tank according to the present invention, showing a state in which an opening for taking a basket in and out is covered with a lid and tightened with a tightening member.

【図3】図2の締めつけ部材の平面図である。FIG. 3 is a plan view of the fastening member of FIG. 2;

【図4】本発明の泥水浄化タンクを併設した給水タンク
の側面図である。
FIG. 4 is a side view of a water supply tank provided with a muddy water purification tank of the present invention.

【図5】図4の泥水浄化タンクと給水タンクの平面図で
あって、泥水浄化タンクの内部を示すためにその上蓋を
除去して示す。
FIG. 5 is a plan view of the muddy water purifying tank and the water supply tank of FIG. 4, with an upper cover removed to show the inside of the muddy water purifying tank.

【図6】図4の泥水浄化タンクの概略縦断面図であって
前方から見た図である。
FIG. 6 is a schematic longitudinal sectional view of the muddy water purification tank of FIG. 4, as viewed from the front.

【符号の説明】[Explanation of symbols]

1 切断機搬送車 2 切断
機 3 給水タンク 4 泥水
浄化タンク 3’ リザーブタンク 4’ 泥水
浄化タンクの仕切板 3” 隔壁 4” 泥水
浄化タンクの開口 3”’ リザーブタンクの仕切板 5 給水
ホース 7 流し台 6 泥水
回収ホース 9 蓋 8 金網 11 締めつけボルト 10 アー
ム 13 透水性袋 12 穴開
き篭 15 コック 14 サイ
ホン管 17 水中ポンプ 16 ポン
プ 19 泥水流入管 16’ 管路 19’ 接続管 18 フロ
ート式レベルスイッチ 21、21’ 固化剤投入装置 20 給水
タンクへの接続管 23 バキュウムカバー 22 カッ
ター刃 24 バキュウムホース
DESCRIPTION OF SYMBOLS 1 Cutting machine conveyance vehicle 2 Cutting machine 3 Water supply tank 4 Mud water purification tank 3 'Reserve tank 4' Mud water purification tank partition plate 3 "Partition wall 4" Mud water purification tank opening 3 "'Reserve tank partition plate 5 Water supply hose 7 Sink 6 Mud collecting hose 9 Lid 8 Wire mesh 11 Clamping bolt 10 Arm 13 Water-permeable bag 12 Perforated basket 15 Cock 14 Siphon pipe 17 Submersible pump 16 Pump 19 Muddy water inflow pipe 16 'Pipeline 19' Connection pipe 18 Float type level switch 21, 21 'solidifying agent charging device 20 connecting pipe to water supply tank 23 vacuum cover 22 cutter blade 24 vacuum hose

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】切断機搬送車1に載置した複数の泥水浄化
タンク併設型給水タンク3と切断機2とからなり、泥水
浄化タンク4の一端と切断機に備えたバキュウムポンプ
との間を泥水回収ホース6で連結し、泥水浄化タンク4
の他端と連通する給水タンク3とカッター刃へ向けた冷
却水放出部との間を給水ホース5で連結し、複数の各泥
水浄化タンク4は接続管19’で接続され、それら接続
管19’は下流になるに従って低くなるように位置づけ
られ、各泥水浄化タンクの内部は仕切板4’を上から途
中まで垂下させて上流室と下流室に区分し、仕切板の下
方の浄化タンク空間部に開口4”を介して取出し自在の
穴開き篭12を収納させ、その篭の内側に泥水から分離
沈殿した残土を収容するための透水性袋13を配置し、
各泥水浄化タンクの下から前方へ流し台7を張り出さ
せ、その流し台の上面を透水性構造8にして泥土を収容
した袋をその上に載置して水切りを可能にし、給水タン
クに隔壁3”で遮断したリザーブタンク3’を設け、給
水タンクとリザーブタンク3’との間に水位保持装置1
8を設けて給水タンクの水位を一定に保持するように
し、バキュウムポンプで吸引した泥水を泥水浄化タンク
4へ送り、各浄水タンクを通る過程で泥水中に含まれる
切削残土が分離沈殿することにより澄水を得てその澄水
を切削冷却水として何度も使用できるとともに透水性袋
に収容された泥土の現場処理を可能にする循環式切削泥
水浄化装置。
A cutting machine is provided with a plurality of water tanks provided with a plurality of mud water purifying tanks mounted on a cutting machine carrier and a cutting machine, and one end of the mud water purifying tank and a vacuum pump provided in the cutting machine are connected. Connected with mud recovery hose 6 and mud purification tank 4
A water supply hose 3 connects a water supply tank 3 communicating with the other end of the water supply tank and a cooling water discharge section toward the cutter blade, and a plurality of muddy water purification tanks 4 are connected by connection pipes 19 ′. Is positioned so as to become lower as it goes downstream, and the inside of each muddy water purifying tank is divided into an upstream chamber and a downstream chamber by suspending the partition plate 4 ′ from above to the middle, and the purifying tank space below the partition plate. , A perforated basket 12 which can be taken out through the opening 4 "is housed therein, and a water-permeable bag 13 for housing the residual soil separated and settled from the muddy water is arranged inside the basket.
A sink 7 is protruded forward from under each muddy water purifying tank, and the upper surface of the sink is made to have a water-permeable structure 8 and a bag containing mud is placed thereon to enable drainage. A reservoir tank 3 'interrupted by "" is provided, and a water level holding device 1 is provided between the water supply tank and the reserve tank 3'.
8 to maintain the water level of the water supply tank constant, and to send the muddy water sucked by the vacuum pump to the muddy water purifying tank 4 so that the cutting residual soil contained in the muddy water separates and precipitates in the process of passing through each water purifying tank. A circulating cutting mud water purifying device that obtains clear water and can use the clear water many times as cutting cooling water, and enables on-site treatment of mud stored in a water-permeable bag.
【請求項2】各泥水浄化タンク4に流し台7へ向けてサ
イホン管14を備え、必要に応じて各泥水浄化タンク内
の水を流し台へ抜くことを可能にし、その流し台にたま
った水をポンプ16で最初の泥水浄化タンク4へ戻すこ
とを特徴とする請求項1記載の循環式切削泥水浄化装
置。
2. Each muddy water purifying tank 4 is provided with a siphon pipe 14 toward the sink 7 so that water in each muddy water purifying tank can be drained to the sink if necessary, and the water accumulated in the sink is pumped. 2. The circulation type cutting muddy water purifying apparatus according to claim 1, wherein the liquid is returned to the first muddy water purifying tank at 16.
【請求項3】泥水が流入する複数の浄水タンク4のうち
適宜段階で浄水タンクに切削泥土固化剤投入装置21、
21’を取り付け、当該泥水浄化タンク4への泥水の流
入に呼応して固化剤を投入してなる請求項1又は2記載
の循環式切削泥水浄化装置。
3. A cutting mud solidifying agent introducing device 21 into a water purification tank at an appropriate stage among a plurality of water purification tanks 4 into which mud water flows.
3. The circulating cutting slurry purifying apparatus according to claim 1, wherein a solidifying agent is supplied in response to the inflow of the slurry into the slurry purifying tank.
【請求項4】切断機搬送車1に載置した複数の泥水浄化
タンク併設型給水タンク3と切断機2とからなり、泥水
浄化タンク4の一端と切断機に備えたバキュウムポンプ
との間を泥水回収ホース6で連結し、泥水浄化タンク4
の他端と連通する給水タンク3とカッター刃へ向けた冷
却水放出部との間を給水ホース5で連結し、複数の各泥
水浄化タンク4は接続管19’で接続され、それら接続
管19’は下流になるに従って低くなるように位置づけ
られ、各泥水浄化タンクの内部は仕切板4’を上から途
中まで垂下させて上流室と下流室に区分し、仕切板の下
方の浄化タンク空間部に開口4”を介して取出し自在の
穴開き篭12を収納させ、その篭の内側に泥水から分離
沈殿した残土を収容するための透水性袋13を配置し、
各泥水浄化タンクの下から前方へ流し台7を張り出さ
せ、その流し台の上面を透水性構造8にして泥土を収容
した袋をその上に載置して水切りを可能にし、給水タン
クに隔壁3”で遮断したリザーブタンク3’を設け、給
水タンクとリザーブタンク3’との間に水位保持装置1
8を設けて給水タンクの水位を一定に保持するように
し、バキュウムポンプで吸引した泥水を泥水浄化タンク
4へ送り、各浄水タンクを通る過程で泥水中に含まれる
切削残土が分離沈殿することにより澄水を得てその澄水
を切削冷却水として何度も使用できるとともに透水性袋
に収容された泥土の現場処理を可能にする循環式切削泥
水浄化装置を使って路面の切断作業を行う路面切断工
法。
4. A cutting machine comprising a plurality of water supply tanks 3 provided with mud water purifying tanks mounted on a cutting machine transport vehicle 1 and a cutting machine 2, and one end of the mud water purifying tank 4 and a vacuum pump provided in the cutting machine. Connected with mud recovery hose 6 and mud purification tank 4
A water supply hose 3 connects a water supply tank 3 communicating with the other end of the water supply tank and a cooling water discharge section toward the cutter blade, and a plurality of muddy water purification tanks 4 are connected by connection pipes 19 ′. Is positioned so as to become lower as it goes downstream, and the inside of each muddy water purifying tank is divided into an upstream chamber and a downstream chamber by suspending the partition plate 4 ′ from above to the middle, and the purifying tank space below the partition plate. , A perforated basket 12 which can be taken out through the opening 4 "is housed therein, and a water-permeable bag 13 for housing the residual soil separated and settled from the muddy water is arranged inside the basket.
A sink 7 is protruded forward from under each muddy water purifying tank, and the upper surface of the sink is made to have a water-permeable structure 8 and a bag containing mud is placed thereon to enable drainage. A reservoir tank 3 'interrupted by "" is provided, and a water level holding device 1 is provided between the water supply tank and the reserve tank 3'.
8 to maintain the water level of the water supply tank constant, and to send the muddy water sucked by the vacuum pump to the muddy water purifying tank 4 so that the cutting residual soil contained in the muddy water separates and precipitates in the process of passing through each water purifying tank. A road surface cutting method that uses clear water and can use the clear water many times as cutting cooling water, and cuts the road surface using a circulating cutting mud water purification device that enables on-site treatment of mud stored in a water-permeable bag .
【請求項5】各泥水浄化タンク4に流し台7へ向けてサ
イホン管14を備え、必要に応じて各泥水浄化タンク内
の水を流し台へ抜くことを可能にし、その流し台にたま
った水をポンプ16で最初の泥水浄化タンク4へ戻すこ
とを特徴とする請求項5記載の路面切断工法。
5. A siphon tube 14 is provided in each of the muddy water purifying tanks 4 toward the sink 7 so that water in each muddy water purifying tank can be drained to the sink if necessary, and the water accumulated in the sinks is pumped. The road surface cutting method according to claim 5, wherein the method returns to the first muddy water purification tank (4) at step (16).
【請求項6】泥水が流入する複数の浄水タンク4のうち
適宜段階で浄水タンクに切削泥土固化剤投入装置21、
21’を取付け、当該泥水浄化タンク4への泥水の流入
に呼応して固化剤を投入してなる請求項4又は5記載の
路面切断工法。
6. A cutting mud solidifying agent introducing device 21 into a water purification tank at an appropriate stage among a plurality of water purification tanks 4 into which mud water flows.
The road surface cutting method according to claim 4 or 5, wherein a solidifying agent is added in response to the inflow of the muddy water into the muddy water purification tank (4).
JP2000105574A 2000-03-03 2000-03-03 Circulation type cut slurry cleaning device and road surface cutting method using it Pending JP2001248110A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000105574A JP2001248110A (en) 2000-03-03 2000-03-03 Circulation type cut slurry cleaning device and road surface cutting method using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000105574A JP2001248110A (en) 2000-03-03 2000-03-03 Circulation type cut slurry cleaning device and road surface cutting method using it

Publications (1)

Publication Number Publication Date
JP2001248110A true JP2001248110A (en) 2001-09-14

Family

ID=18618894

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000105574A Pending JP2001248110A (en) 2000-03-03 2000-03-03 Circulation type cut slurry cleaning device and road surface cutting method using it

Country Status (1)

Country Link
JP (1) JP2001248110A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100875463B1 (en) 2008-08-19 2008-12-22 이정희 Watering vehicle for repairing road
KR101338336B1 (en) * 2012-01-09 2013-12-18 동성시스템(주) Structure of sampling tank for testing quality of water

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100875463B1 (en) 2008-08-19 2008-12-22 이정희 Watering vehicle for repairing road
KR101338336B1 (en) * 2012-01-09 2013-12-18 동성시스템(주) Structure of sampling tank for testing quality of water

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