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JP3107998U - Turbid water agitator - Google Patents

Turbid water agitator Download PDF

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JP3107998U
JP3107998U JP2004005770U JP2004005770U JP3107998U JP 3107998 U JP3107998 U JP 3107998U JP 2004005770 U JP2004005770 U JP 2004005770U JP 2004005770 U JP2004005770 U JP 2004005770U JP 3107998 U JP3107998 U JP 3107998U
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stirring
tubular body
water
turbid water
straight pipe
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則夫 大松
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K Maikai Co Ltd
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Abstract

【課題】本考案は濁水の撹拌処理装置に関し、温泉掘削法等における井戸孔内を洗浄する時の最終廃液となる濁水を撹拌して濁水中に含まれる土粒子を水分から凝集・分離する等、効率的な連続処理が供給量の多少にかかわらず放流基準に適合するまで行え、放流可能になす等、最終の産業廃棄物の減容化をはかり、濁水の撹拌処理が容易に行える。
【解決手段】取付基板1と、一側に入口3aを設け、他側には出口3bを設けた複数の直管部5,5・・・とR状曲管部6,6・・・とにより複数回蛇行した外形をなし、撹拌板7を内挿した撹拌管状体8と、取付基板に凹設され、近接するR状屈曲部が摺動可能に挿入される支持溝部9と、撹拌管状体8を挟持可能に対向して立設した支持板10,10と、支持板間に緊締可能に設けられ、直管部が取付基板に略平行な不使用姿態Aと、所望角度θ回動変位させて使用姿態Bに取付ける緊締手段11とから成る。
【選択図】図1






















The present invention relates to a turbid water agitation processing apparatus, which agitates and separates soil particles contained in turbid water from agitation by agitating turbid water as a final waste liquid when washing the inside of a well hole in a hot spring excavation method, etc. Efficient continuous treatment can be performed until the discharge standard is met regardless of the amount of supply, and the final industrial waste can be reduced in volume by making it possible to discharge, etc., and stirring of turbid water can be performed easily.
A plurality of straight pipe portions 5, 5... And an R-shaped curved pipe portions 6, 6,. And a stirring tubular body 8 in which the stirring plate 7 is inserted, a support groove 9 which is recessed in the mounting substrate and into which an adjacent R-shaped bent portion is slidably inserted, and a stirring tubular Support plates 10 and 10 erected so as to be able to sandwich the body 8, a non-use state A in which the straight pipe portion is substantially parallel to the mounting substrate, and a desired angle θ rotation. It comprises fastening means 11 that is displaced and attached to the use state B.
[Selection] Figure 1






















Description

本考案は濁水の撹拌処理装置に関し、例えば温泉掘削法や泥水掘削法等における井戸孔内を洗浄する時に生ずる最終廃液となる濁水を撹拌して濁水中に含まれる土粒子を水分から凝集・分離する等、短時間に効率的な連続処理が供給量の多少にかかわらず放流基準に適合するまで行え、以て放流可能になす等、最終の産業廃棄物の減容化をはかり経済性に優れ、しかも、処理現場における装置の取扱いが簡便に行えるようにするものである。   The present invention relates to a turbid water agitation treatment apparatus, for example, agitation and separation of soil particles contained in turbid water from agitation by agitating turbid water, which is the final waste liquid generated when washing the inside of a well hole in hot spring excavation method, mud excavation method, etc. Efficient continuous processing can be performed in a short time until the discharge standard is met regardless of the amount of supply, so that the final industrial waste can be reduced in volume, etc. Moreover, the apparatus can be easily handled at the processing site.

従来、例えば土木、建設等で行われる基礎工事としての場所打ち杭、地下連続壁工事では、地上に設置したポンプから掘削個所に圧送される清水に対して潤滑性を発揮するベンナイト等を含んだ泥水を掘削土の輸送流体として用いたり、または掘削機に対する冷却やビットの摩耗による低減化をはかるために泥水を用いて掘削を行う泥水掘削工法が採用されている。   Conventionally, for example, cast-in-place piles as foundation work performed in civil engineering, construction, etc., underground continuous wall construction included bennite etc. that exhibit lubricity against fresh water pumped from the pump installed on the ground to the excavation site A muddy water excavation method is used in which muddy water is used as a transport fluid for excavated soil, or drilling is performed using muddy water in order to reduce excavator cooling or bit wear.

そして、かかる泥水は品質が低下すると、掘削効率が悪くなるため、例えば粘性、比重、濾過水量、砂分率、PH等が指標として所定の値以下になるようにその性状が管理されている。そして、比重、粘性等が必要以上に高くなり、施工管理および品質管理の障害になる場合には、泥水中に溶け込んだ必要以上の土粒子等の固形物を例えば比重沈降法や遠心分離法等を採用することにより水分と分離して除去することにより泥水の粘性、比重等の値を低減し、掘削効率の向上をはかるようにしている。   When the quality of such muddy water is lowered, the excavation efficiency is deteriorated. Therefore, for example, the properties of the muddy water are controlled so that the viscosity, specific gravity, filtered water amount, sand fraction, PH, and the like are not more than predetermined values as indices. And if the specific gravity, viscosity, etc. become higher than necessary, and it becomes an obstacle to construction management and quality control, solid matter such as soil particles that have dissolved in the muddy water, such as specific gravity sedimentation method or centrifugal separation method, etc. By removing the water and separating it, the values of mud water viscosity, specific gravity, etc. are reduced and the excavation efficiency is improved.

この際、土粒子等の固形物の凝集能力を高め、処理の効率化をはかるために、凝集剤を泥水中に混入することもある。   At this time, a flocculant may be mixed in the muddy water in order to increase the coagulation ability of solids such as soil particles and to improve the efficiency of the treatment.

ところで、掘削機による掘削完了後に掘削孔に残留している掘削時の泥水(以下本明細書では残留泥水という)を取り除き、掘削孔を洗浄するのには、清水が使用されるが、この残留泥水は土粒子の含有量や比重が高く、濁度、粘性等も高い産業廃棄物であるため、処理を行うのにはバキューム車にて施工現場から適切な産業廃棄物の処理施設に運搬され、処理が行われることになる。   By the way, fresh water is used to remove the muddy water remaining in the excavation hole after the excavation by the excavator (hereinafter referred to as “residual mud water” in this specification) and clean the excavation hole. Muddy water is an industrial waste with a high soil particle content and specific gravity, high turbidity, viscosity, etc., so it is transported from a construction site to an appropriate industrial waste treatment facility by a vacuum vehicle for treatment. Processing will be performed.

孔内の残留泥水は、地上から井戸孔内の容積分に相当する清水を地上に装備した循環ポンプにより孔内に送り込み残留泥水と置換させることで地上まで排出される。この置換作業により孔内に送り込まれた清水は、泥水と混ざり合い希釈された残留泥水(以下本明細書において半泥水という)となり、まだまだ泥水濃度の高い状態となるため、この半泥水をさらに同容量分以上の清水で同じように置換し、井戸孔内を洗浄したものが、泥水濃度が大幅に希釈された濁水となる。従って、この時排出される半泥水も、残留泥水と同様産業廃棄物としてバキューム車にて施工現場から適切な産業廃棄物の処理施設に運搬され、処理されることになる。   Residual muddy water in the hole is discharged from the ground to the ground by sending fresh water equivalent to the volume in the well hole into the hole by a circulation pump equipped on the ground and replacing it with the residual muddy water. The fresh water fed into the hole by this replacement work is mixed with the mud and diluted to become residual mud (hereinafter referred to as semi-mud in this specification), and still has a high mud concentration. Replacing in the same way with more than the volume of fresh water, and washing the well bore, becomes muddy water with greatly diluted mud concentration. Therefore, the semi-muddy water discharged at this time is transported from the construction site to an appropriate industrial waste treatment facility by the vacuum vehicle as industrial waste, as well as the residual muddy water, and processed.

そして、産業廃棄物となるこれらの残留泥水または半泥水の廃棄泥水や産業用排水を処理する方法及び大規模な装置、施設として、蛇行した混合管よりなるミキサーを用いて薬液を混入して撹拌することにより泥水中の土粒子を凝集しフロックとして大きな粒径に生長させ、ミキサーの後段に設けた遠心型の泥水分離機の遠心作用により土粒子等の固形分と水分とを分離して減容化をはかり、固形分から分離した後の処理水は清水濾過槽に流入して濾過後に外部に放流する。しかも、泥水掘削法を実施することにより比重が高くなった使用泥水を、遠心型の分離機の遠心作用により土粒子を圧空、除去することにより比重を低減して処理泥水として泥水掘削法における安定液として再使用をはかろうとする発明がある(例えば特許文献1参照)。   Then, as a method and large-scale equipment and facilities for treating these residual mud water or semi-mud waste mud water and industrial wastewater that become industrial waste, a chemical solution is mixed using a mixer consisting of meandering mixing tubes and stirred. As a result, the soil particles in the mud are agglomerated and grown as flocs to a large particle size, and the centrifugal action of the centrifugal mud separator provided after the mixer separates and reduces the solids such as soil particles and moisture. The treated water after the volume is separated and separated from the solid content flows into the fresh water filtration tank and is discharged outside after filtration. In addition, the muddy water used for which the specific gravity is increased by carrying out the mud drilling method is reduced in the specific gravity by removing the soil particles by air pressure by the centrifugal action of the centrifugal separator, so that the specific gravity is reduced and stable in the mud drilling method. There is an invention which attempts to reuse as a liquid (see, for example, Patent Document 1).

ところで、例えば温泉を掘削する場合には、掘削現場において掘削機による掘削完了後に清水を掘削孔内に送り込み、掘削孔内に残留している掘削時の残留泥水と置換して地上まで排水する。一方、掘削孔内から汲み上げられた残留泥水はそのままバキューム車等で産業廃棄施設等の処理施設に運搬され、処理が行われていた。   By the way, when excavating a hot spring, for example, fresh water is sent into the excavation hole after excavation by the excavator at the excavation site, and is drained to the ground by substituting the residual mud water remaining during excavation. On the other hand, the residual muddy water pumped up from the borehole was directly transported to a processing facility such as an industrial waste facility by a vacuum vehicle and processed.

そして、前述の残留泥水の代わりに掘削孔内に置換された清水は、初期洗浄では残留泥水に影響されるところが大きく、掘削孔から汲み上げられて半泥水となり、残留泥水と同様にそのままバキューム車等で産業廃棄施設等の処理施設に運搬され、処理が行われていた。   The fresh water replaced in the excavation hole instead of the residual mud is largely affected by the residual mud during the initial cleaning. In the past, it was transported to a processing facility such as an industrial waste facility.

さらに、掘削孔の洗浄作業を逐一行うことにより清水の置換による清澄度が進んで濁水へと移行するが、最終的にはこの濁水も孔から排出して、同様にバキューム車にて施工現場から適切な産業廃棄物の処理施設に運搬し処理していた。そして井戸孔内の洗浄完了後に水中ポンプ等を設置して温泉を汲み上げていた。
特開平5−138174号公報
In addition, the clarification due to the replacement of the clear water advances by carrying out the cleaning work of the excavation hole one by one, and eventually the turbid water is transferred to the muddy water. Hauled and processed to appropriate industrial waste disposal facility. After the completion of the well bore cleaning, a submersible pump was installed to pump up the hot spring.
JP-A-5-138174

しかしながら、特許文献1に記載の上記従来の発明は、土木、建設等の基礎工事としての場所打ち杭、地下連続壁工事等を主眼としてなされた発明であり、処理すべき泥水は、土粒子の比重や土粒子による濁度が高い産業廃棄物となる残留泥水または半泥水であり、
温泉掘削法のように掘削後に掘削孔を洗浄するために清水との置換による清澄度が進み、土粒子の比重や濁度が残留泥水または半泥水よりもかなり低くなった濁水についての処理を行うものではない。
However, the above-described conventional invention described in Patent Document 1 is an invention mainly made up of cast-in-place piles as foundation works for civil engineering and construction, underground continuous wall construction, etc. Residual mud or semi mud that becomes industrial waste with high turbidity due to specific gravity and soil particles,
As in the hot spring excavation method, clarified water is replaced with fresh water to clean the borehole after excavation, and turbid water in which the specific gravity and turbidity of soil particles are considerably lower than the residual mud water or semi-mud water is treated. It is not a thing.

また、特許文献1に記載の上記従来の発明は、泥水中に含まれる土粒子等の固形体と水分とを分離するための遠心型の泥水分離機や、土粒子等の固形分と水分とを分離して減容化をはかった後に清水を濾過するために前記泥水分離機の後段に清水濾過槽を設けて水の改質を最終段までもはかるものとして処理施設が大型化し、大規模になるとともに、施設の設置には広い用地を必要とすることからも掘削現場に設置するのには不向きである。しかも、泥水の運用管理から排水処理機能までを行うために、処理工程が複雑化し、そのための設備費も多大となる。   The above-mentioned conventional invention described in Patent Document 1 is a centrifugal mud separator for separating solids such as soil particles contained in mud and moisture, and solids such as soil particles and moisture. In order to filter fresh water after separating the volume of water, a fresh water filtration tank is provided at the rear stage of the mud separator to improve the water to the last stage, and the treatment facility is enlarged and large-scale. At the same time, the installation of facilities requires a large area, so it is not suitable for installation at excavation sites. Moreover, in order to perform the muddy water operation management to the wastewater treatment function, the treatment process becomes complicated, and the equipment cost for that becomes large.

また、特許文献1に記載の従来の発明では、泥水に対して薬液を混入して撹拌することにより泥水中の土粒子を凝集し、土粒子と水分とを分離し易くするための混合管よりなるミキサーは、遠心型の泥水分離機の前段に蛇行して固定的に敷設される構成なので、取付、取り外しが容易には行えず、新たなものに交換するのに、多くの時間および手間を要し、保守・点検も容易には行えなかった。   Moreover, in the conventional invention described in Patent Document 1, a mixing liquid is used to agglomerate soil particles in the muddy water by mixing and stirring the chemical solution with respect to the muddy water, thereby facilitating separation of the soil particles and moisture. The mixer is a structure that is meandered and fixedly laid in front of the centrifugal mud separator, so it cannot be easily attached and removed, and it takes a lot of time and effort to replace it with a new one. In short, maintenance and inspection could not be performed easily.

しかも、特許文献1に記載の泥水掘削工法に使用される前記混合管は、その処理効率を一定化させる必要があるために、処理すべき泥水の送水量が予め想定された範囲でしか使用できず、様々な処理量に対応するためには汎用性が低いため用途が限定されていた。   Moreover, since the mixing pipe used in the mud excavation method described in Patent Document 1 needs to have a constant treatment efficiency, it can be used only within a range in which the amount of muddy water to be treated is assumed in advance. However, in order to cope with various processing amounts, the versatility is low, so the use is limited.

本考案は上記従来の欠点を解決し、例えば温泉掘削法における温泉の掘削工事完了後に井戸孔内の洗浄時の最終廃液となる濁水、または潤滑性を有するベンナイト泥水を掘削土の輸送流体として使用する泥水掘削法における井戸の孔内洗浄の最終廃液となる濁水、さらには道路、ビルの解体、設備工事等の土木現場や建設現場から排出されるコンクリート切削粉を含む濁水等、土粒子の比重や濁度が残留泥水または半泥水よりもかなり低くなった濁水を対象として多大な人的負荷をかけずに短時間に効率的に撹拌処理が連続してかつ供給量の多少にかかわらずに行え、しかも、濁水中に含まれている固形分と水分との分離や放流基準に適合する水分の施工現場での放流も可能になして産業廃棄物の減容化が容易に行え、以て産業廃棄物の処理費用を大幅に削減し、また装置が小型化されることにより、処理現場における装置の搬入、設置、稼働、搬出が容易に行え、取扱い操作が簡便になり、さらには、構造簡単にして製作および組付が容易になり、製作コストおよび設備費を安価にすることを目的とする。   The present invention solves the above-mentioned conventional drawbacks, and uses, for example, turbid water that becomes the final waste liquid at the time of washing in the well hole after completion of hot spring excavation work in the hot spring excavation method or benite mud water having lubricity as a transport fluid for drilling soil The specific gravity of soil particles such as turbid water that becomes the final waste liquid for well bore cleaning in the mud drilling method, as well as turbid water containing concrete cutting powder discharged from construction sites and construction sites such as road and building demolition For turbid water whose turbidity is much lower than that of residual or semi-mud water, stirring can be carried out efficiently in a short period of time without imposing a heavy human load, regardless of the amount of supply. In addition, the separation of solids and water contained in muddy water and the release of moisture that conforms to the release standards at the construction site are also possible, making it possible to easily reduce the volume of industrial waste. Waste treatment The equipment is greatly reduced and the equipment is downsized, making it easy to carry in, install, operate, and carry out equipment at the processing site, simplifying handling operations, and making the structure simple and The purpose is to facilitate the assembly and to reduce the manufacturing cost and the equipment cost.

本考案は上記課題に鑑みなされたものであり、請求項1に記載の考案は、取付基板と、一側に濁水を流入する入口を設け、他側には排水可能に出口を設けた複数の直管部、および該直管部の管端相互を連結するR状曲管部により複数回蛇行して外形が形成され、多数の方向変更板を周方向に僅かに変位させて軸方向にわたり捻回して形成した撹拌板を内挿した撹拌管状体と、前記取付基板に凹設され、近接する前記R状曲管部が摺動可能に挿入される支持溝部と、前記撹拌管状体を挟持可能に前記支持溝部の左右両側に対向して立設された支持板と、該支持板間に高さを違えて複数個が緊締可能に設けられるとともに、前記直管部が前記取付基板に略平行に取付けられる不使用姿態と、該不使用姿態から該直管部を前記取付基板に対して所望角度前記R状曲管部において回動変位させて使用姿態に取付けられる緊締手段とから成ることを特徴とする。   The present invention has been made in view of the above problems, and the device according to claim 1 is provided with a mounting substrate and an inlet through which muddy water flows into one side, and a plurality of outlets through which drainage is possible on the other side. The outer shape is formed by meandering a plurality of times by the straight pipe part and the R-shaped curved pipe part that connects the pipe ends of the straight pipe part, and a number of direction change plates are slightly displaced in the circumferential direction and twisted in the axial direction. A stirring tubular body inserted with a stirring plate formed by rotating, a support groove portion recessed in the mounting substrate and slidably inserted into the adjacent R-shaped curved pipe portion, and the stirring tubular body can be sandwiched And a plurality of support plates standing opposite to the left and right sides of the support groove, and a plurality of support plates having different heights are provided so as to be tightened, and the straight pipe portion is substantially parallel to the mounting substrate. The non-use state attached to the non-use state and the straight pipe portion from the non-use state desired to the mounting substrate Degrees rotated displaced in the R-shaped curved pipe section, characterized in that it consists of a fastening means attached to the use pose with.

また、本考案の請求項2に記載の考案は、請求項1において、前記撹拌管状体は複数個が、前記取付基板に対応して設けられる数対の前記支持溝部と、前記支持板と、前記緊締手段とにより前記不使用姿態と、前記使用姿態とに取付姿態を変更可能に前記取付基板に取付けられることを特徴とする。   Further, the invention described in claim 2 of the present invention is that in claim 1, a plurality of the stirring tubular bodies, a plurality of pairs of the support groove portions provided corresponding to the mounting substrate, the support plate, The fastening means is attached to the mounting substrate so that the mounting state can be changed between the non-use state and the use state.

また、本考案の請求項3に記載の考案は、請求項1,2において、前記撹拌管状体は外形が、前記直管部と前記R状曲管部とにより略S字状に形成されることを特徴とする。   Further, the invention described in claim 3 of the present invention is that, in claim 1, 2, the outer shape of the stirring tubular body is formed in a substantially S-shape by the straight pipe portion and the R-shaped curved pipe portion. It is characterized by that.

また、本考案の請求項4に記載の考案は、請求項1,2,3の何れかにおいて、前記撹拌管状体の前記入口および/または前記出口の近くには前記撹拌管状体の前記入口から流入される濁水の固形物を凝集し、また固形物と水分とを分離させる薬液注入口を所望数個設けたことを特徴とする。   A device according to claim 4 of the present invention is the device according to any one of claims 1, 2, and 3, wherein the inlet and / or the outlet of the stirring tubular body is located near the inlet of the stirring tubular body. A desired number of chemical solution injection ports for aggregating the solid matter of the turbid water that flows in and separating the solid matter and moisture are provided.

また、本考案の請求項5に記載の考案は、請求項1,2,3,4の何れかにおいて、前記撹拌管状体の適所には、該撹拌管状体内にエアーを導入して前記撹拌管状体内に流入する流水と混合することにより形成される水泡により撹拌を促進するエアー導入口を設けたことを特徴とする。   A fifth aspect of the present invention is the device according to any one of the first, second, third, and fourth aspects, wherein air is introduced into the stirring tubular body at an appropriate position of the stirring tubular body. The present invention is characterized in that an air inlet for promoting stirring is provided by water bubbles formed by mixing with running water flowing into the body.

また、本考案の請求項6に記載の考案は、請求項1,2,3,4,5の何れかにおいて、前記撹拌管状体が、前記取付基板に対して上面に載置して取付けられるか、または前記取付基板に対して下面に吊り下げられて取付けられるか、さらには前記取付基板に対して側面に支持されて取付けられることを特徴とする。   According to a sixth aspect of the present invention, in any one of the first, second, third, fourth, and fifth aspects, the agitating tubular body is mounted on an upper surface of the mounting substrate. Alternatively, the mounting board is suspended from the lower surface and attached to the mounting board, and is supported by a side surface and attached to the mounting board.

また、本考案の請求項7に記載の考案は、請求項1,2,3,4,5,6の何れかにおいて、前記緊締手段は、前記支持溝部に挿入されるR状曲管部と該R状曲管部の上方の直管部との内域に配置される下部に位置する第1番目の前記緊締手段と、かつ該第1番目の緊締手段とにより下から第2番目に位置する直管部を挟み込むように配置される第1番目の前記緊締手段の直上に位置する第2番目の前記緊締手段とにより形成されるか、または、前記第1番目の緊締手段と前記第2番目の緊締手段とに加えて高さを違えて位置し、第2番目に位置する直管部と下から3番目に位置する直管部との内域に配置される下から第3番目の緊締手段とにより形成されることを特徴とする。   A seventh aspect of the present invention is the device according to any one of the first, second, third, fourth, fifth, and sixth aspects, wherein the tightening means includes an R-shaped curved pipe portion inserted into the support groove portion. The first tightening means located in the lower portion disposed in the inner area with the straight pipe portion above the R-shaped bent pipe portion, and the second position from the bottom by the first tightening means Formed by the second fastening means positioned directly above the first fastening means arranged so as to sandwich the straight pipe portion to be sandwiched, or the first fastening means and the second fastening means. The third tightening means is located at a different height and is arranged in the inner area of the second straight pipe portion and the third straight pipe portion from the bottom. It is formed by a fastening means.

本考案は、例えば温泉掘削法における温泉の掘削工事完了後に井戸孔内の洗浄時の最終廃液となる濁水、または潤滑性を有するベンナイト泥水を掘削土の輸送流体として使用する泥水掘削法における井戸の孔内洗浄の最終廃液となる濁水、さらには道路、ビルの解体、設備工事等の土木現場や建設現場から排出されるコンクリート切削粉を含む濁水等、土粒子の比重や濁度が残留泥水または半泥水よりもかなり低くなった濁水を対象として多大な人的負荷をかけずに短時間に効率的に撹拌処理が連続してかつ供給量の多少にかかわらずに行える。しかも、濁水中に含まれている固形分と水分との分離や放流基準に適合する水分の施工現場での放流も可能になして産業廃棄物の減容化が容易に行え、以て産業廃棄物の処理費用を大幅に削減できる。また、装置が小型化されることにより、処理現場における装置の搬入、設置、稼働、搬出が容易に行え、取扱い操作が簡便になり、さらには、構造簡単にして製作および組付が容易になり、製作コストおよび設備費は安価になる。   The present invention is, for example, a muddy water drilling method in which muddy water that becomes the final waste liquid at the time of cleaning in the well hole after completion of the hot spring drilling method in the hot spring drilling method or a mud water having lubricity is used as a transport fluid for drilling soil. The muddy water that becomes the final waste liquid for cleaning in the borehole, as well as muddy water containing concrete cutting powder discharged from civil engineering sites and construction sites such as roads, building dismantling, construction sites, etc. For muddy water that is considerably lower than semi-mud water, the stirring process can be carried out efficiently in a short period of time without imposing a large human load and regardless of the amount of supply. Moreover, separation of solids and water contained in muddy water and the release of moisture that meets the release standards at the construction site are also possible, making it possible to easily reduce the volume of industrial waste, and thus industrial waste. The processing cost of goods can be greatly reduced. In addition, the downsizing of the equipment makes it easy to carry in, install, operate and carry out the equipment at the processing site, simplify the handling operation, and simplify the structure and manufacture and assembly. Manufacturing costs and equipment costs are reduced.

以下図面に従い、本考案を実施するための最良の形態につき詳細を説明する。   The best mode for carrying out the present invention will be described below in detail with reference to the drawings.

図1は本考案の濁水の撹拌処理装置の実施形態1を示す使用姿態の正面図、図2は同じく側面図、図3は同じく不使用姿態の正面図、図4は同じく直管部内に撹拌板を内挿した本実施形態1に使用する撹拌管状体を示す断面図、図5は同じく本実施形態1の濁水の撹拌処理装置を温泉掘削現場における掘削孔内の洗浄に適する洗浄循環ラインの全景を示す配管図である。   FIG. 1 is a front view of a use state showing Embodiment 1 of the turbid water stirring apparatus of the present invention, FIG. 2 is a side view of the same, FIG. 3 is also a front view of a non-use state, and FIG. FIG. 5 is a cross-sectional view showing a stirring tubular body used in the first embodiment with a plate inserted therein, and FIG. 5 shows a cleaning circulation line suitable for cleaning a drilling hole at a hot spring excavation site. It is a piping diagram showing a full view.

本実施形態1の濁水の撹拌処理装置は、取付基板1と、一側に濁水Wを流入する入口3aを設け、他側には排水可能に出口3bを設けた複数の直管部5,5,5・・・、および該直管部5,5,5・・・の管端相互を連結するR状曲管部6,6・・・により複数回蛇行して外形が形成され、多数の方向変更板7Aを周方向に僅かに変位させて軸方向にわたり捻回して形成した撹拌板7(スタッド形の撹拌板)を内部長手方向に内挿した撹拌管状体8と、前記取付基板1に凹設され、近接する前記R状屈曲部6が摺動可能に挿入される支持溝部9と、前記撹拌管状体8を挟持可能に前記支持溝部9の左右両側に対向して立設された支持板10,10と、該支持板10,10間に高さh1,h2を違えて複数個が緊締可能に設けられるとともに、前記直管部5,5,5・・・が前記取付基板1に略平行に取付けられる不使用姿態A(図3参照)と、該不使用姿態Aから該直管部5,5,5・・・を前記取付基板1に対して所望角度θを以て前記R状曲管部6において回動変位させて使用姿態B(図1,図2参照)に取付けられる緊締手段11とから成ることを特徴とする。   The turbid water stirring treatment apparatus of Embodiment 1 includes a mounting substrate 1 and a plurality of straight pipe portions 5 and 5 provided with an inlet 3a into which turbid water W flows on one side and an outlet 3b on the other side so as to allow drainage. , 5..., And R-shaped curved pipe portions 6, 6... Connecting the pipe ends of the straight pipe portions 5, 5, 5. An agitating tubular body 8 in which an agitating plate 7 (stud-shaped agitating plate) formed by slightly displacing the direction changing plate 7A in the circumferential direction and twisting in the axial direction is inserted in the internal longitudinal direction; And a support groove portion 9 into which the adjacent R-shaped bent portion 6 is slidably inserted, and is erected opposite to the left and right sides of the support groove portion 9 so as to be able to sandwich the stirring tubular body 8. A plurality of support plates 10, 10 and a plurality of heights h1, h2 are provided between the support plates 10, 10 so as to be fastened, and the straight pipe portion , 5, 5... Are attached to the mounting substrate 1 substantially in parallel with the non-use state A (see FIG. 3), and the straight pipe parts 5, 5, 5,. It is characterized by comprising fastening means 11 which is attached to the use state B (see FIGS. 1 and 2) by being rotationally displaced in the R-shaped curved pipe portion 6 with respect to the substrate 1 at a desired angle θ.

また、前記入口3aには流水ホース2が接続され、また、前記出口3bには排水ホース4が接続可能に設けられる。   A flowing water hose 2 is connected to the inlet 3a, and a drainage hose 4 is connectable to the outlet 3b.

また、前記撹拌管状体8は外形が、本実施形態1では図1,図3に示すように、前記直管部5,5,5と前記R状曲管部6,6とにより略S字状に形成されるが、撹拌管状体8は図示するものに限らず、直管部5とR状曲管部6との設置個数を増加することにより複数回蛇行して形成されるものを用いることもできる。   Further, the outer shape of the agitating tubular body 8 is substantially S-shaped by the straight pipe portions 5, 5, 5 and the R-shaped curved pipe portions 6, 6 as shown in FIGS. However, the stirring tubular body 8 is not limited to that shown in the figure, and the stirring tubular body 8 is formed by meandering a plurality of times by increasing the number of installed straight pipe parts 5 and R-shaped curved pipe parts 6. You can also.

また、前記撹拌管状体8は、この実施形態1では、温泉掘削の濁水処理量30〜40m3を想定して、その最大連続処理量を300m/minに設定して前記直管部5,5,5と、R状曲管部6とのパイプ径φを100mm相当を採用しているが、これらの直管部5と、R状曲管部6とのパイプ径φ、直管部5の長さL、R状曲管部6の曲率R1は図示するものに限らず、任意に設定される。 In the first embodiment, the stir tubular body 8 is assumed to have a turbid water treatment amount of 30 to 40 m 3 in hot spring excavation, and the maximum continuous treatment amount is set to 300 m / min, and the straight pipe portions 5 and 5 are used. , 5 and the R-shaped curved pipe portion 6 with a pipe diameter φ equivalent to 100 mm is adopted. However, the pipe diameter φ between the straight pipe portion 5 and the R-shaped curved pipe portion 6, The length R and the curvature R1 of the R-shaped curved pipe portion 6 are not limited to those shown in the figure, and are arbitrarily set.

撹拌管状体8を取付基板1に対して取付けるために、撹拌管状体8を挟持可能に支持溝部9の左右両側に対向して立設した支持板10,10を緊締可能に設けた前記緊締手段11は例えばボルト・ナット11Aが使用される。このボルト・ナット11Aは、ターンバックル形式のものでもよい。   In order to attach the stirring tubular body 8 to the mounting substrate 1, the fastening means provided with the support plates 10, 10 provided so as to be fastened facing the left and right sides of the support groove 9 so that the stirring tubular body 8 can be clamped. For example, 11 is a bolt / nut 11A. The bolt / nut 11A may be of a turnbuckle type.

また、本実施形態1の緊締手段11,11は、下部に位置する第1番目の前記緊締手段11が支持溝部9に挿入されるR状曲管部6とその上方の直管部5との内域に配置され、かつ直上に位置する第2番目の前記緊締手段11が前記第1番目の緊締手段11とにより下から第2番目に位置する直管部5を挟み込むように配置されるようになっている。   Further, the tightening means 11, 11 of the first embodiment includes an R-shaped curved pipe portion 6 into which the first tightening means 11 located at the lower portion is inserted into the support groove portion 9 and the straight pipe portion 5 thereabove. The second tightening means 11 arranged in the inner region and located immediately above is arranged so as to sandwich the straight pipe portion 5 located second from the bottom by the first tightening means 11. It has become.

前記入口3aに接続される流水ホース2からは、掘削孔Kから地上タンクT1に汲み上げられた濁水Wを別の濁水搬送用の水中ポンプP1,P2で撹拌管状体8内に処理すべき濁水Wを搬送するようになっている。   From the flowing water hose 2 connected to the inlet 3a, the turbid water W pumped up from the excavation hole K to the ground tank T1 is to be treated in the stirring tubular body 8 by the other submerged pumps P1, P2 for transporting turbid water. Is supposed to be transported.

また、前記出口3bに接続される排水ホース4を介して撹拌管状体8による連続撹拌処理後の濁水W1(流体)を搬送するためのラインL′が接続され、処理後の濁水W1は通常専用の貯留タンクT2に搬送される。そして、この貯留タンクT2内で土粒子等の固形物は沈殿して水分と分離することになる。   Further, a line L ′ for conveying the turbid water W1 (fluid) after the continuous stirring treatment by the stirring tubular body 8 is connected via the drainage hose 4 connected to the outlet 3b, and the turbid water W1 after the treatment is usually dedicated. To the storage tank T2. And in this storage tank T2, solid substances, such as a soil particle, will settle and isolate | separate from a water | moisture content.

この際、既に貯留タンクT2内で分離した固形物と水分が、その後連続して搬送される処理後の濁水W1の貯留タンクT2内への注ぎ込みにより、再び分離した固形物と水分とが混じらないように図には示さない仕切板を設けるとかすることにより連続的な固形物の沈殿状態を維持することができる。T3,T4,T5は前記貯留タンクT2の後段に連続して設けられた沈殿槽である。   At this time, the solids and water separated already in the storage tank T2 are not mixed with the solids and water separated again by pouring into the storage tank T2 of the muddy water W1 after the processing in which the solid water W1 is continuously conveyed thereafter. Thus, by providing a partition plate not shown in the figure, it is possible to maintain a continuous solid precipitation state. T3, T4, and T5 are settling tanks that are continuously provided downstream of the storage tank T2.

そして、最終的に土粒子等の固形物が沈殿する等して分離された後の上水W2は、それぞれの市町村で定められた放流規制上で問題がなければ、別の水中ポンプP3により掘削現場にて放流する。また、再度の最終的に沈殿タンクT2等に残った固形物は例えば袋に入れて乾燥させ、産業廃棄物処理を業者に処理を依頼し、廃棄する。   Then, the water W2 after the solid matter such as soil particles settled and separated is finally excavated by another submersible pump P3 if there is no problem with the discharge regulations set by each municipality. Released on site. Further, the solid matter finally remaining in the precipitation tank T2 or the like again is put in, for example, a bag and dried, and an industrial waste treatment is requested from the supplier for disposal.

また、入口3aから撹拌管状体8内に流入される濁水Wの流量が少ない場合においても多数の方向変更板7Aを周方向に僅かに変位させて軸方向にわたり捻回して形成した撹拌板7による一定レベルの撹拌機能を発揮するために、図3に示すように直管部5,5,5が取付基板1に略平行に取付けられる不使用姿態Aから図1に示すように該直管部5,5,5を前記取付基板1に対して所望角度θだけ前記R状曲管部6において回動変位させて直管部5,5,5を縦に起立して使用姿態Bに取付姿態を変更することができるので、撹拌管状体8内に流入される濁水Wが規定量よりもかなり少ない少量の流量でも、上方に配置される入口3aから撹拌管状体8内に流入される濁水Wは直管部5,5,5が取付基板1に略平行に取付けられている不使用姿態Aに比較して撹拌管状体8内において万遍なく満たされて撹拌管状体8内を全体的に均一に流れ、撹拌板7の方向変更板7Aにより流水方向が変更され、充分に撹拌機能が発揮される。   Moreover, even when the flow rate of the turbid water W flowing into the stirring tubular body 8 from the inlet 3a is small, the stirring plate 7 is formed by twisting a large number of direction changing plates 7A in the circumferential direction and twisting them in the axial direction. In order to exhibit a certain level of agitation function, the straight pipe portion 5, 5, 5 is attached to the mounting substrate 1 substantially in parallel as shown in FIG. 5, 5, 5 are rotated and displaced in the R-shaped curved pipe portion 6 by a desired angle θ with respect to the mounting substrate 1, and the straight pipe portions 5, 5, 5 are vertically erected to be used in the usage state B. Therefore, the turbid water W flowing into the stirring tubular body 8 from the inlet 3a disposed above can be obtained even when the turbid water W flowing into the stirring tubular body 8 has a flow rate that is considerably smaller than the prescribed amount. Is a non-use state A in which the straight pipe portions 5, 5, 5 are mounted substantially parallel to the mounting substrate 1. Compared to the above, the agitation tubular body 8 is uniformly filled and flows uniformly inside the agitation tubular body 8, and the flowing direction is changed by the direction change plate 7A of the agitation plate 7, so that the agitation function is sufficiently exerted. Is done.

そして、後記薬液注入口12a,12bから撹拌管状体8内にそれぞれ薬液D1,D2が注入される。   And chemical | medical solution D1, D2 is inject | poured in the stirring tubular body 8 from the postscript chemical | medical solution injection port 12a, 12b, respectively.

このうち、濁水Wが流入される入口3a近くに設けられた複数の薬液注入口12aからは凝集用の薬液D1が注入され、また、反対側の出口12b付近に設けられた薬液注入口12bからは例えば水に溶解させた溶性塩化カルシウム等の固液分離用の薬液D2が注入される。   Among these, the chemical liquid D1 for aggregation is injected from a plurality of chemical liquid inlets 12a provided near the inlet 3a through which the muddy water W flows, and from the chemical liquid inlets 12b provided near the outlet 12b on the opposite side. For example, a chemical liquid D2 for solid-liquid separation such as soluble calcium chloride dissolved in water is injected.

そして、本実施形態1の濁水の撹拌装置では、撹拌管状体8の入口3a付近に設けた薬液注入口12aから注入される凝集用の薬液D1は、当該薬液D1そのものがある程度の粘性を保有しているので、撹拌管状体8内において濁水Wに薬液D1が均一に万遍なく混合して充分な撹拌機能を得るために撹拌管状体8の入口3a付近から出口3b付近までの撹拌管状体8の略全長を活用し、撹拌を促進することで薬液D1による凝集とを促進させるようにしている。   In the turbid water stirring device of the first embodiment, the chemical solution D1 for aggregation injected from the chemical solution injection port 12a provided in the vicinity of the inlet 3a of the stirring tubular body 8 has a certain degree of viscosity. Therefore, the stirring tubular body 8 from the vicinity of the inlet 3a to the vicinity of the outlet 3b of the stirring tubular body 8 is obtained in order to obtain a sufficient stirring function by uniformly and uniformly mixing the chemical solution D1 with the turbid water W in the stirring tubular body 8. The agglomeration by the chemical solution D1 is promoted by utilizing the substantially full length of the above and promoting stirring.

また、撹拌管状体8の出口3b付近に設けた薬品注入口12bから固液分離用の薬液D2を注入するのは、凝集用の薬液D1の凝集作用により固−液を分離後の凝集したフロック固形物を撹拌板7による撹拌作用により再度細かく壊されるのを防ぐためと、薬液D2は水に溶解させた溶性塩化カルシウムであり、粘性が低く、浸透性が良いので、出口3b付近に接続される後段の排水ホース4内で充分に固−液分離を促進するためである。   The chemical liquid D2 for solid-liquid separation is injected from the chemical injection port 12b provided in the vicinity of the outlet 3b of the stirring tubular body 8 because the flocs aggregated after the solid-liquid is separated by the coagulation action of the chemical liquid D1 for aggregation. In order to prevent the solid matter from being finely broken again by the stirring action by the stirring plate 7, the chemical solution D2 is soluble calcium chloride dissolved in water, and has a low viscosity and good permeability, so it is connected to the vicinity of the outlet 3b. This is because the solid-liquid separation is sufficiently promoted in the drain hose 4 at the latter stage.

また、本実施形態1の濁水の撹拌処理装置では、撹拌管状体8は、外形が例えば図1および図3に示すように直管部5,5,5と、R状曲管部6,6とにより略S字状にコンパクトに形成されているので、撹拌板7の撹拌効果は流体速度に依存され、本来的には入口3aから濁水Wを流入しても撹拌がおこなわれるとともに出口3bから濁水Wが流入されても撹拌が行われる。   Moreover, in the turbid water stirring apparatus of the first embodiment, the stirring tubular body 8 has the straight pipe portions 5, 5, 5 and the R-shaped curved pipe portions 6, 6 as shown in FIGS. 1 and 3, for example. Therefore, the stirring effect of the stirring plate 7 depends on the fluid velocity, and is essentially stirred even when turbid water W flows from the inlet 3a and from the outlet 3b. Even if the muddy water W flows in, stirring is performed.

ところで、本実施形態1では、使用姿態Bにおいて、使用開始当初の薬液D1の投入量の調整や濁水Wの最大処理量を超える場合の流量調整のために入口3a付近には図には示さない流量調整バルブが装備するのを想定して撹拌管状体8の取付を簡便にするのに、濁水Wの入口3aを上向き側とし、出口3bを下向きにした使用姿態Bにより、濁水Wは、直管部5,5,5に対して下降−上昇−下降の経路を経て撹拌管状体8内を流れ、通過流量は許容量以上であれば、充分な撹拌効果が得られる。   By the way, in the first embodiment, in the state of use B, it is not shown in the vicinity of the inlet 3a for the adjustment of the amount of the chemical solution D1 at the beginning of use or the flow rate adjustment when the maximum processing amount of the muddy water W is exceeded. In order to simplify the mounting of the stirring tubular body 8 on the assumption that the flow rate adjusting valve is equipped, the turbid water W is directly converted into the turbid water W by the use state B with the inlet 3a of the turbid water W facing upward and the outlet 3b facing downward. A sufficient agitation effect can be obtained if it flows in the agitating tubular body 8 through the descending-ascending-descending path with respect to the pipe parts 5, 5, and 5 and the passing flow rate is equal to or greater than an allowable amount.

しかしながら、撹拌管状体8内に流入される濁水Wの量が少量になった場合には、撹拌管状体8の出口3bを入口とし、入口3aを出口として上下を逆の取付姿態にて撹拌管状体8を取付けることにより、直管部5,5,5に対して上昇−下降−上昇の経路を辿って濁水Wは撹拌管状体8内を流れ、通過流量が少量になった場合にも、濁水Wは撹拌管状体8内において万遍なく満たされて全体的に撹拌作用が維持される。   However, when the amount of the turbid water W flowing into the stirring tubular body 8 becomes small, the stirring tubular body 8 is installed in an upside down manner with the outlet 3b as the inlet and the inlet 3a as the outlet. When the body 8 is attached, the turbid water W flows in the stirring tubular body 8 along the ascending-descending-rising path with respect to the straight pipe portions 5, 5, 5, and even when the passing flow rate becomes small, The turbid water W is uniformly filled in the stirring tubular body 8, and the stirring action is maintained as a whole.

12a,12bは、前記撹拌管状体8の前記入口3aおよび前記出口3bの近くに所望個数が設けられた薬液注入口であり、図示する本実施形態1では、入口3a近くに設けられる薬液注入口12aからは、前記入口3aから流入される濁水Wの固形物を凝集・促進するための薬液D1が注入される。また出口3b近くに設けられる薬液注入口12bからは、前記入口3aから流入され、撹拌管状体8を通過する間に撹拌板7により撹拌されて、薬液D1により凝集され、変化している濁水Wを固形分と水分とに分離させる薬液D2を注入するようになっている。   Reference numerals 12a and 12b denote chemical liquid inlets provided in a desired number near the inlet 3a and the outlet 3b of the stirring tubular body 8. In the illustrated first embodiment, the chemical liquid inlets provided near the inlet 3a. From 12a, the chemical | medical solution D1 for coagulating and promoting the solid substance of the muddy water W which flows in from the said inlet 3a is inject | poured. The turbid water W that flows from the chemical inlet 12b provided near the outlet 3b, is agitated by the agitating plate 7 while passing through the agitating tubular body 8 and is agglomerated and changed by the chemical D1. Is injected with a chemical solution D2 that separates the solid into water and moisture.

そして、撹拌管状体8の入口3a付近に設けた薬液注入口12aから凝集用の薬液D1が注入されることにより、ある程度の粘性を保有している薬液D1は、撹拌管状体8内において撹拌管状体8の入口3a付近から出口3b付近までの撹拌管状体8の略全長を活用して撹拌板7による撹拌作用により濁水Wに均一に万遍なく混合して充分に撹拌が行われ、薬液D1による凝集が促進される。   And the chemical | medical solution D1 which retains a certain amount of viscosity by inject | pouring the chemical | medical solution D1 for aggregation from the chemical | medical solution injection port 12a provided in the vicinity of the inlet 3a of the stirring tubular body 8 causes the stirring tubular body 8 to have a stirring tubular shape. The substantially entire length of the stirring tubular body 8 from the vicinity of the inlet 3a to the vicinity of the outlet 3b of the body 8 is utilized to mix uniformly and uniformly with the turbid water W by the stirring action by the stirring plate 7, and the chemical solution D1 is sufficiently stirred. Aggregation due to is promoted.

また、出口3b近くに設けられる薬液注入口12bから注入される薬液D2により撹拌管状体8内において既に薬液D1により凝集され、変化している濁水Wの固形分と水分とを後段の排水ホース4内における分離が促進され、連続した濁水Wの処理が行え、処理効率の向上がはかれる。   Further, the drainage hose 4 in the subsequent stage removes the solid content and moisture of the turbid water W that has already been aggregated and changed in the stirring tubular body 8 by the chemical liquid D2 injected from the chemical liquid injection port 12b provided near the outlet 3b. Separation inside is promoted, continuous turbid water W can be treated, and the treatment efficiency is improved.

この際、薬液D1,D2の注入量は、撹拌管状体8内を通過させて処理すべき濁水Wの比重や撹拌管状体8への濁水Wの投入量により加減する。   At this time, the injection amount of the chemical liquids D1 and D2 is adjusted depending on the specific gravity of the turbid water W to be processed by passing through the stirring tubular body 8 or the input amount of the turbid water W to the stirring tubular body 8.

13は撹拌管状体8の適所に設けられたエアー導入口であり、このエアー導入口13は撹拌管状体8内にエアーを導入して撹拌管状体8内に流入する濁水Wと混合することにより形成される水泡により前記撹拌板7と共同して濁水Wの撹拌を促進するためのものである。   Reference numeral 13 denotes an air introduction port provided at a proper position of the stirring tubular body 8. The air introduction port 13 introduces air into the stirring tubular body 8 and mixes it with turbid water W flowing into the stirring tubular body 8. This is to promote stirring of the turbid water W in cooperation with the stirring plate 7 by the water bubbles formed.

本考案の濁水の撹拌処理装置の実施形態1は以上の構成からなり、本実施形態1では撹拌管状体8は、外形が例えば図1,図3に示すように、前記直管部5,5,5と、前記R状曲管部6,6とを略S字状に複数回蛇行して接続することによりコンパクトに形成され、撹拌管状体8の内部には多数の方向変更板7Aを周方向に僅かに変位させて軸方向にわたり捻回して形成した撹拌板7を長手方向に内挿している。   Embodiment 1 of the turbid water stirring treatment apparatus according to the present invention has the above-described configuration. In Embodiment 1, the stirring tubular body 8 has an outer shape as shown in FIGS. 5 and the R-shaped curved pipe portions 6 and 6 are connected to each other by meandering a plurality of times in a substantially S shape, and a large number of direction change plates 7A are provided around the stirring tubular body 8. A stirring plate 7 formed by being slightly displaced in the direction and twisted in the axial direction is inserted in the longitudinal direction.

そして、この撹拌管状体8は、不使用時には、取付基板1に近接するR状曲管部6が取付基板1に設けた支持溝部9内に摺動可能に挿入され、しかも前記支持溝部9の左右両側に対向して立設した支持板10,10間に撹拌管状体8は挿入され、さらに、この支持板10,10間に高さh1,h2を違えて緊締可能に設けられた複数個の緊締手段11,11の緊締により撹拌管状体8は、直管部5,5,5が前記取付基板1に略平行に設置された不使用姿態Aとして取付基板1に取付けられている(図3参照)。   When the agitating tubular body 8 is not in use, an R-shaped curved pipe portion 6 adjacent to the mounting substrate 1 is slidably inserted into a support groove portion 9 provided on the mounting substrate 1, and The agitating tubular body 8 is inserted between the support plates 10 and 10 erected on the left and right sides, and a plurality of the support plates 10 and 10 are provided so as to be fastened with different heights h1 and h2. The agitation tubular body 8 is attached to the mounting substrate 1 as a non-use state A in which the straight pipe portions 5, 5, 5 are installed substantially parallel to the mounting substrate 1 by tightening the tightening means 11, 11. 3).

なお、本実施形態1は、前記緊締手段11として例えばボルト・ナット11Aが使用されるので、螺合操作を行うことにより簡単に緊締操作が行える。   In the first embodiment, for example, a bolt / nut 11A is used as the tightening means 11, so that the tightening operation can be easily performed by performing a screwing operation.

また、使用時には、先ず緊締手段11,11を緩め、その後、支持溝部9内に挿入されている撹拌管状体8のR状曲管部6を支持溝部9内において前記緊締手段11の回りに回動変位させることにより不使用姿態Aでは取付基板1に略平行に配置されていた直管部5,5,5を前記取付基板1に対して所望角度θを以て縦に起立し、変位させる。   In use, the tightening means 11, 11 is first loosened, and then the R-shaped curved pipe portion 6 of the stirring tubular body 8 inserted in the support groove portion 9 is rotated around the tightening means 11 in the support groove portion 9. By moving and displacing, the straight pipe portions 5, 5, 5 arranged substantially parallel to the mounting substrate 1 in the non-use state A are erected vertically with a desired angle θ with respect to the mounting substrate 1 and displaced.

この際、撹拌管状体8の変位作業は、R状曲管部6が支持溝部9内において案内されながら摺動されるのと、取付基板1に近接するR状曲管部6が支持板10,10間に緊締可能に架設した緊締手段11を中心として回動変位されるのと、撹拌管状体8は支持溝部9の左右両側に対向して立設した支持板10,10により左右の側面を案内されながら摺動するので、1人により変位操作を簡単な取扱い操作により迅速かつ確実に行うことができる。   At this time, the displacement operation of the agitating tubular body 8 is performed by sliding the R-shaped curved pipe portion 6 while being guided in the support groove portion 9, and the R-shaped curved pipe portion 6 adjacent to the mounting substrate 1. The agitating tubular body 8 is supported by the support plates 10 and 10 erected on both the left and right sides of the support groove 9 so as to be pivoted and displaced about the tightening means 11 that can be tightened between the left and right sides. Therefore, the displacement operation by one person can be performed quickly and reliably by a simple handling operation.

そして、緊締手段11,11を再び緊締することにより、対向して立設されている支持板10,10にて撹拌管状体8の左右の側面を挟持すれば、撹拌管状体8は、前述の不使用姿態Aから直管部5,5,5を前記取付基板1に対して所望角度θだけ起立して使用姿態Bに取付姿態が変位されて取付基板1に取付けられる(図1,図2参照)。   Then, by tightening the tightening means 11 and 11 again, if the left and right side surfaces of the stirring tubular body 8 are sandwiched between the support plates 10 and 10 that are opposed to each other, the stirring tubular body 8 is The straight pipe portions 5, 5, and 5 are raised from the non-use state A by the desired angle θ with respect to the mounting board 1, and the mounting state is displaced to the use state B and attached to the mounting board 1 (FIGS. 1 and 2). reference).

こうして、掘削孔Kから地上タンクT1に汲み上げられた濁水Wが別の濁水搬送用の流水ポンプP1,P2で撹拌管状体8内に流水ホース2を通じて搬送されると、濁水Wは撹拌管状体8内に多数の方向変更板7Aを周方向に僅かに変位させて軸方向にわたり捻回して内挿された撹拌板7により流水方向が変更されながら撹拌される。   Thus, when the turbid water W pumped up from the excavation hole K to the ground tank T1 is conveyed through the flowing water hose 2 into the agitating tubular body 8 by the separate flowing water pumps P1, P2 for conveying muddy water, the turbid water W is mixed with the agitating tubular body 8. A large number of direction change plates 7A are slightly displaced in the circumferential direction and twisted in the axial direction and agitated while being changed in flowing water direction.

そして、撹拌管状体8の入口3a付近に設けた薬液注入口12aから凝集用の薬液D1が注入されると、ある程度の粘性を保有している薬液D1は、撹拌管状体8内において撹拌管状体8の入口3a付近から出口3b付近までの撹拌管状体8の略全長を活用して撹拌板7による撹拌作用により濁水Wに均一に万遍なく混合されることにより充分に撹拌が行われ、薬液D1による濁水W中の土粒子等の凝集が促進される。   When the chemical liquid D1 for aggregation is injected from the chemical liquid injection port 12a provided in the vicinity of the inlet 3a of the stirring tubular body 8, the chemical liquid D1 having a certain degree of viscosity is stirred in the stirring tubular body 8. By using the substantially entire length of the stirring tubular body 8 from the vicinity of the inlet 3a to the vicinity of the outlet 3b, the turbid water W is uniformly and uniformly mixed by the stirring action by the stirring plate 7, so that sufficient stirring is performed. Aggregation of soil particles and the like in muddy water W by D1 is promoted.

しかも、出口3b近くに設けられる薬液注入口12bから注入される薬液D2により前述のように、撹拌管状体8内において薬液D1により凝集され、変化している濁水Wの固形分と水分とを後段の排水ホース4内における分離が促進され、連続した濁水Wの処理が行え、処理効率の向上がはかれる。   Moreover, as described above, the chemical liquid D2 injected from the chemical liquid injection port 12b provided near the outlet 3b aggregates and changes the solid content and moisture of the turbid water W aggregated and changed in the stirring tubular body 8 by the subsequent stage. Separation in the drainage hose 4 is promoted, continuous turbid water W can be treated, and the treatment efficiency is improved.

この際、薬液D1,D2の注入量は、処理すべき濁水Wの比重や撹拌管状体8への濁水Wの流入量により加減し、調整が行われる。   At this time, the injection amount of the chemicals D1 and D2 is adjusted by adjusting depending on the specific gravity of the turbid water W to be processed or the inflow amount of the turbid water W into the stirring tubular body 8.

また、本実施形態1の濁水の撹拌処理装置では、撹拌管状体8は、直管部5,5,5が取付基板1に略平行に取付けられる不使用姿態Aから該直管部5,5,5を前記取付基板1に対して所望角度θをもって前記R状曲管部6において回動変位されて使用姿態Bに姿態が変更されることにより直管部5,5,5が取付基板1に平行な水平状態から縦に起立されるので、入口3aから撹拌管状体8内に流入される濁水Wの流量が規定量よりかなり少ない場合の流量でも、上方に配置される入口3aから撹拌管状体8内に流入する濁水Wは直管部5,5,5が取付基板1に略平行に取付けられる不使用姿態Aに比較して撹拌管状体8内において万遍なく満たされて全体的に均一に流れ、撹拌板7により流水方向が変更されながら充分に撹拌される。   Further, in the turbid water stirring treatment apparatus according to the first embodiment, the stirring tubular body 8 includes the straight pipe portions 5, 5 from the non-use state A in which the straight pipe portions 5, 5, 5 are attached to the mounting substrate 1 substantially in parallel. , 5 are rotated and displaced in the R-shaped curved pipe portion 6 at a desired angle θ with respect to the mounting substrate 1, and the shape is changed to the usage state B, so that the straight pipe portions 5, 5, 5 are attached to the mounting substrate 1. Therefore, even when the flow rate of the turbid water W flowing into the stirring tubular body 8 from the inlet 3a is considerably smaller than the specified amount, the stirring tube is formed from the inlet 3a disposed above. The turbid water W flowing into the body 8 is uniformly filled in the agitating tubular body 8 as compared with the non-use state A in which the straight pipe portions 5, 5, 5 are attached to the mounting substrate 1 substantially in parallel. It flows evenly and is sufficiently stirred while the direction of flowing water is changed by the stirring plate 7.

そして、撹拌管状体8の入口3a付近に設けた薬液注入口12aから凝集用の薬液D1が注入されることにより、当該薬液D1そのものがある程度の粘性を保有していても、撹拌管状体8の入口3a付近から出口3b付近までの撹拌管状体8の略全域を活用して撹拌管状体8内において撹拌板7の撹拌機能により濁水Wに薬液D1が均一に万遍なく混合して充分な撹拌が行われるため、薬液D1による凝集とが促進される。   And even if the said chemical | medical solution D1 itself has a certain amount of viscosity by inject | pouring the chemical | medical solution D1 for aggregation from the chemical | medical solution injection port 12a provided in the inlet_port | entrance 3a vicinity of the stirring tubular body 8, even if the said chemical | medical solution D1 itself has a certain amount of viscosity, Utilizing substantially the entire region of the stirring tubular body 8 from the vicinity of the inlet 3a to the vicinity of the outlet 3b, the chemical solution D1 is uniformly and uniformly mixed in the turbid water W by the stirring function of the stirring plate 7 in the stirring tubular body 8 and sufficiently stirred. Therefore, aggregation by the chemical solution D1 is promoted.

また、撹拌管状体8の出口3bに設けた薬品注入口12bから水に溶解した溶性塩化カルシウム等の固−液分離用の薬液D2が注入されると、撹拌管状体8内において既に撹拌板7により凝集用の薬液D1が混合されて撹拌されている濁水Wの凝集したフロック固形物が撹拌板7による撹拌作用により再度細かく壊されることなく、粘性が低く、浸透性が良い薬液D2により出口3bに接続する後段の排水ホース4内で充分に土粒子と水分との固−液分離が促進される。   When a chemical liquid D2 for solid-liquid separation, such as soluble calcium chloride dissolved in water, is injected from a chemical injection port 12b provided at the outlet 3b of the stirring tubular body 8, the stirring plate 7 is already in the stirring tubular body 8. The agglomerated floc solid substance of the turbid water W being mixed and stirred by the stirring solution 7 is not finely broken again by the stirring action of the stirring plate 7, and the outlet 3b has a low viscosity and good permeability. The solid-liquid separation between the soil particles and the water is sufficiently promoted in the drainage hose 4 at the subsequent stage connected to the.

また、本実施形態1の撹拌装置では、撹拌管状体8は、外形が例えば図1および図3に示すように直管部5,5,5と、R状曲管部6,6とにより略S字状にコンパクトに形成され、撹拌板7の撹拌効果は流体速度に依存され、本来的には入口3aから濁水W等の流体を流入しても撹拌がおこなわれるとともに出口3bから流体が流入されても撹拌することができる。   Moreover, in the stirring apparatus of the first embodiment, the stirring tubular body 8 is substantially composed of straight pipe portions 5, 5, 5 and R-shaped curved pipe portions 6, 6 as shown in FIGS. 1 and 3, for example. S-shaped compactly formed, the stirring effect of the stirring plate 7 depends on the fluid velocity. Essentially, even if a fluid such as turbid water W flows from the inlet 3a, the stirring is performed and the fluid flows from the outlet 3b. Can be stirred.

ところで、本実施形態1では、使用姿態Bにおいて、使用開始当初の薬液D1の投入量の調整や濁水W1の最大処理量を超える場合の流量調整のために入口3a付近に設けられる図には示さない流量調整バルブが装備されるのを想定して取付を簡便にするために、濁水Wの入口3aを上向き側とし、出口3bを下向きにした使用姿態Bにより、濁水Wは、直管部5,5,5に対して下降−上昇−下降の経路を経て撹拌管状体8内を流れ、通過流量は許容量以上であれば、充分な撹拌効果が得られるようになっている。   By the way, in the present embodiment 1, in the state of use B, it is shown in the drawing provided in the vicinity of the inlet 3a for the adjustment of the amount of the chemical solution D1 at the beginning of use and the flow rate adjustment when exceeding the maximum processing amount of the turbid water W1. In order to simplify the installation assuming that there is no flow rate adjusting valve, the turbid water W has a straight pipe portion 5 due to the use state B with the inlet 3a of the muddy water W facing upward and the outlet 3b facing downward. , 5, 5 through the lowering-upward-lowering path and flowing through the agitating tubular body 8, and a sufficient agitation effect can be obtained if the passing flow rate is equal to or greater than an allowable amount.

しかしながら、撹拌管状体8内に流入される濁水Wの量が少量になった場合には、撹拌管状体8の出口3bを入口とし、入口3aを出口として上下を逆の取付姿態に取付ける場合には、直管部5,5,5に対して上昇−下降−上昇の経路を辿って濁水Wは撹拌管状体8内を流れるので、通過流量が少量になっても、濁水Wは撹拌管状体8内において万遍なく満たされて全体的に撹拌作用が維持されることになる。   However, when the amount of turbid water W flowing into the stirring tubular body 8 becomes small, when the outlet 3b of the stirring tubular body 8 is used as the inlet and the inlet 3a is used as the outlet, the top and bottom are mounted in the reverse mounting state. Since the turbid water W flows in the agitating tubular body 8 along the ascending-descending-rising path with respect to the straight pipe portions 5, 5, 5, the turbid water W is agitated tubular body even if the passing flow rate becomes small. 8 is uniformly filled and the stirring action is maintained as a whole.

従って、撹拌管状体8内に薬液注入口12a,12bからそれぞれ注入される薬液D1による土粒子等の固形物の凝集と、薬液D2による土粒子等の固形物と水分との分離が有効に発揮され、連続した濁水Wの処理が処理効率良く行われる。   Therefore, the aggregation of the solid matter such as soil particles by the chemical solution D1 injected from the chemical solution injection ports 12a and 12b into the stirring tubular body 8 and the separation of the solid matter such as the soil particles and moisture by the chemical solution D2 are effectively exhibited. Thus, the continuous muddy water W is processed with high processing efficiency.

また、撹拌管状体8の適所に設けられたエアー導入口13から撹拌管状体8内にエアーを導入すれば、撹拌管状体8内に流入される濁水Wが、水泡により前記撹拌板7による撹拌と共同して濁水Wと、薬液D1を充分に撹拌、混合を促進するようになる。   Further, if air is introduced into the stirring tubular body 8 from the air inlet 13 provided at a proper position of the stirring tubular body 8, the turbid water W flowing into the stirring tubular body 8 is stirred by the stirring plate 7 by water bubbles. In cooperation with the turbid water W and the chemical solution D1, the mixing and mixing are facilitated.

そして、撹拌管状体8内に注入される薬液D1の濁水Wに対する濃度が全体的に均一に混合され、薬液D1による土粒子等の固形物の凝集が促進され、後段における薬液D2による土粒子等の固形物と水分との分離とが有効に行われ、濁水Wを連続して処理することができるため、濁水Wを処理効率良く処理することができる。   And the density | concentration with respect to the turbid water W of the chemical | medical solution D1 inject | poured in the stirring tubular body 8 is mixed uniformly uniformly, aggregation of solid substances, such as soil particles by the chemical | medical solution D1, is accelerated | stimulated, and the soil particle | grains by the chemical | medical solution D2 in the latter stage, etc. Since the solids and the water are effectively separated and the turbid water W can be processed continuously, the turbid water W can be processed with high processing efficiency.

このように撹拌管状体8により、撹拌処理された後の濁水W1は図示のように通常専用の貯留タンクT2に搬送される。そして、この貯留タンクT2内で土粒子等の固形物は沈殿して水分と分離される。   In this way, the turbid water W1 after being stirred by the stirring tubular body 8 is transported to the normal dedicated storage tank T2 as shown in the figure. And in this storage tank T2, solid substances, such as a soil particle, settle and isolate | separate from a water | moisture content.

この際、既に貯留タンクT2内で分離した固形物と水分が、その後連続して搬送される処理後の濁水W1の貯留タンクT2内への注ぎ込みにより、再び分離した固形物と水分とが混じらないように図には示さない仕切板を設けるとかすることにより連続的な固形物の沈殿状態を維持することができる。   At this time, the solids and water separated already in the storage tank T2 are not mixed with the solids and water separated again by pouring into the storage tank T2 of the muddy water W1 after the processing in which the solid water W1 is continuously conveyed thereafter. Thus, by providing a partition plate not shown in the figure, it is possible to maintain a continuous solid precipitation state.

そして、最終的に貯留タンクT2内の固形物が沈殿した後の上水W2は、放流規制上で問題がなければ、濁水中に含まれる土粒子等の固形分を取り除いた多量の水分を掘削現場にて放流処理することが可能となり、産業廃棄物の大幅な減量化を行うことができる。
また、最終的に沈殿タンクT2をはじめその他のタンクT1、T3、T4、T5の底部に沈殿し残った土粒子等の固形物は例えば袋に入れて乾燥させ、産業廃棄物処理を業者に処理を依頼する。
Then, if there is no problem in the discharge regulation, the water W2 after the solid matter in the storage tank T2 has finally settled excavates a large amount of water from which solid content such as soil particles contained in muddy water has been removed. Discharge treatment can be performed on site, and industrial waste can be greatly reduced.
In addition, solid matters such as soil particles that have finally settled at the bottom of the precipitation tank T2 and other tanks T1, T3, T4, and T5 are dried in a bag, for example, and processed by an industrial waste disposal company. Request.

また、図6に示すものは本考案の実施形態2を示す。   Moreover, what is shown in FIG. 6 shows Embodiment 2 of this invention.

この実施形態2では、取付基板1に凹設されて撹拌管状体8の近接したR状曲管部6を摺動可能に挿入する支持溝部9の左右両側に対向して立設した支持板10,10間に高さh1,h2を違えて緊締可能に設けた複数個の緊締手段11,11が、下部に位置する第1番目の前記緊締手段11が支持溝部9に挿入されるR状曲管部6とその上方の直管部5との内域に配置されることと、かつ該1番目の緊締手段11とにより下から第2番目に位置する直管部5を挟み込むように配置されて第1番目の前記緊締手段11の直上に位置する第2番目の前記緊締手段11とにより形成される点は前記実施形態1と略同様の構成である。   In the second embodiment, the support plate 10 is provided so as to be opposed to the left and right sides of the support groove portion 9 that is recessed in the mounting substrate 1 and slidably inserts the R-shaped curved pipe portion 6 adjacent to the stirring tubular body 8. , 10 have a plurality of tightening means 11, 11 provided with different heights h 1, h 2, so that the first tightening means 11 located in the lower part is inserted into the support groove 9. It arrange | positions so that the straight pipe part 5 located in the 2nd position from the bottom may be pinched | interposed by this 1st fastening means 11 being arrange | positioned in the inner region of the pipe part 6 and the straight pipe part 5 above it. The second tightening means 11 positioned immediately above the first tightening means 11 has substantially the same configuration as that of the first embodiment.

しかしながら、本実施形態2ではさらに下から第3番目に高さh3を違えて位置する緊締手段11を下から第2番目に位置する直管部5と下から3番目に位置する直管部5との内域に配置する構成により下から第3番目の直管部5の下面を支持して第1番目、第2番目、第3番目の緊締手段11,11,11を緊締することにより直管部5,5,5が取付基板1に略平行に取付けられる不使用姿態Aから直管部5を前記取付基板1に対して所望角度θ′ を以て回動変位させて緊締の上、使用姿態Bに取付るようにしたものであり、そのほかは、前記実施形態1と同様の構成、作用である。   However, in the second embodiment, the fastening means 11 positioned with the third height h3 different from the bottom is further provided with the straight tube portion 5 positioned second from the bottom and the straight tube portion 5 positioned third from the bottom. By supporting the lower surface of the third straight pipe portion 5 from the bottom by the configuration arranged in the inner region, the first, second, and third tightening means 11, 11, 11 are tightened. From the non-use state A in which the pipe parts 5, 5, and 5 are attached substantially parallel to the mounting board 1, the straight pipe part 5 is rotationally displaced with respect to the mounting board 1 at a desired angle θ ', tightened, and used. The other configurations are the same as those in the first embodiment, and the other operations are the same.

上記説明では、例えば温泉掘削法における温泉の掘削工事完了後に井戸孔内の洗浄時の最終廃液となる濁水を凝集・分離する等の処理する場合を代表的に説明したが、本考案はこのほかに例えば潤滑性を有するベンナイト泥水を掘削土の輸送流体として使用する泥水掘削法における井戸の孔内洗浄の最終廃液となる濁水、さらには道路、ビルの解体、設備工事等の一般土木現場から排出されるコンクリート切削粉を含む濁水に含まれる微細な土粒子等の固形分を水分から凝集・分離する場合にも最適に適用することができる。   In the above description, for example, after the completion of the hot spring excavation work in the hot spring excavation method, the case where the turbid water that becomes the final waste liquid at the time of cleaning in the well hole is agglomerated / separated, etc. has been representatively explained. In addition, for example, muddy water that uses lubricated benite mud water as a transport fluid for excavated soil, turbid water that is the final waste liquid for well bore cleaning, and also discharged from general civil engineering sites such as roads, building demolition, and facility construction The present invention can also be applied optimally when solid content such as fine soil particles contained in muddy water containing concrete cutting powder is aggregated and separated from moisture.

また、上記説明では撹拌管状体8が、取付基板1に対して上面に載置して取付けられる場合を代表的に説明したが、これは例示であり、図には示さないが取付基板1が上方に設置される場合には、この取付基板1に対して撹拌管状体8を下面に吊り下げるように取付けるか、さらには、取付基板1が垂直に設置される場合には、この取付基板1の側面に撹拌管状体8が片持支持されて取付けられる場合も本考案の適用範囲である。   In the above description, the case where the agitating tubular body 8 is mounted on the upper surface of the mounting substrate 1 has been described as a representative example. However, this is merely an example and the mounting substrate 1 is not shown in the figure. When installed on the upper side, the agitation tubular body 8 is attached to the attachment substrate 1 so as to be suspended from the lower surface, or when the attachment substrate 1 is installed vertically, the attachment substrate 1 The case where the agitating tubular body 8 is cantilevered and attached to the side surface is also within the scope of application of the present invention.

本考案は、例えば温泉掘削法における温泉の掘削工事完了後に井戸孔内の洗浄時の最終廃液となる濁水、または潤滑性を有するベンナイト泥水を掘削土の輸送流体として使用する泥水掘削法における井戸の孔内洗浄の最終廃液となる濁水、さらには道路、ビルの解体、設備工事等の土木現場や建設現場から排出されるコンクリート切削粉を含む濁水等、土粒子の比重や濁度が残留泥水または半泥水よりもかなり低くなった濁水を対象として多大な人的負荷をかけずに短時間に効率的に撹拌処理が連続してかつ供給量の多少にかかわらずに行える。しかも、濁水中に含まれている固形分と水分との分離や放流基準に適合する水分の施工現場での放流も可能になして産業廃棄物の減容化が容易に行え、以て産業廃棄物の処理費用を大幅に削減できる。また、装置が小型化されることにより、処理現場における装置の搬入、設置、稼働、搬出が容易に行え、取扱い操作が簡便になり、さらには、構造簡単にして製作および組付が容易になり、製作コストおよび設備費を安価にする分野・用途に適する。   The present invention is, for example, a muddy water drilling method in which muddy water that becomes the final waste liquid at the time of cleaning in the well hole after completion of the hot spring drilling method in the hot spring drilling method or a mud water having lubricity is used as a transport fluid for drilling soil. The muddy water that becomes the final waste liquid for cleaning in the borehole, as well as muddy water containing concrete cutting powder discharged from civil engineering sites and construction sites such as roads, building dismantling, construction sites, etc. For muddy water that is considerably lower than semi-mud water, the stirring process can be carried out efficiently in a short period of time without imposing a large human load and regardless of the amount of supply. Moreover, separation of solids and water contained in muddy water and the release of moisture that meets the release standards at the construction site are also possible, making it possible to easily reduce the volume of industrial waste, and thus industrial waste. The processing cost of goods can be greatly reduced. In addition, the downsizing of the equipment makes it easy to carry in, install, operate and carry out the equipment at the processing site, simplify the handling operation, and simplify the structure and manufacture and assembly. Suitable for fields and applications that reduce manufacturing costs and equipment costs.

図1は本考案の濁水の撹拌処理装置の実施形態1を示す使用姿態の正面図である。FIG. 1 is a front view of a use state showing Embodiment 1 of the turbid water stirring apparatus of the present invention. 図2は同じく同じく側面図である。FIG. 2 is also a side view of the same. 図3は同じく不使用姿態の正面図である。FIG. 3 is a front view of the non-use state. 図4は同じく同じく直管部内に撹拌板を内挿した本実施形態1に使用する撹拌管状体を示す断面図である。FIG. 4 is also a cross-sectional view showing a stirring tubular body used in the first embodiment in which a stirring plate is similarly inserted in the straight pipe portion. 同じく本実施形態1の濁水の撹拌処理装置を温泉掘削現場における掘削孔の洗浄に適する洗浄循環ラインの全景を示す配管図である。It is a piping diagram which shows the whole view of the washing | cleaning circulation line suitable for washing | cleaning the excavation hole in the hot spring excavation site | surface similarly the muddy water stirring processing apparatus of this Embodiment 1 is. 図6は同じく本考案の実施形態2を示す正面図である。FIG. 6 is also a front view showing Embodiment 2 of the present invention.

符号の説明Explanation of symbols

1 取付基板
2 流水ホース
3a 入口
3b 出口
4 排水ホース
5 直管部
6 R状曲管部
7 撹拌板
7A 方向変更板
8 撹拌管状体
9 支持溝部
10 支持板
11 緊締手段
A 不使用姿態
B 使用姿態
K 掘削孔
W 濁水
DESCRIPTION OF SYMBOLS 1 Mounting board 2 Flowing water hose 3a Inlet 3b Outlet 4 Drainage hose 5 Straight pipe part 6 R-shaped curved pipe part 7 Stirring plate 7A Direction change board 8 Stirring tubular body 9 Supporting groove part 10 Supporting plate 11 Tightening means A Non-use form B Use form K drilling hole W muddy water

Claims (7)

取付基板と、一側に濁水を流入する入口を設け、他側には排水可能に出口を設けた複数の直管部、および該直管部の管端相互を連結するR状曲管部により複数回蛇行して外形が形成され、多数の方向変更板を周方向に僅かに変位させて軸方向にわたり捻回して形成した撹拌板を内挿した撹拌管状体と、前記取付基板に凹設され、近接する前記R状曲管部が摺動可能に挿入される支持溝部と、前記撹拌管状体を挟持可能に前記支持溝部の左右両側に対向して立設された支持板と、該支持板間に高さを違えて複数個が緊締可能に設けられるとともに、前記直管部が前記取付基板に略平行に取付けられる不使用姿態と、該不使用姿態から該直管部を前記取付基板に対して所望角度前記R状曲管部において回動変位させて使用姿態に取付けられる緊締手段とから成ることを特徴とする濁水の撹拌処理装置。   A mounting substrate, an inlet through which muddy water flows in on one side, a plurality of straight pipe parts provided with outlets on the other side, and an R-shaped curved pipe part connecting pipe ends of the straight pipe parts An outer shape is formed by meandering a plurality of times, a stirring tubular body having a stirring plate formed by twisting a number of direction change plates slightly in the circumferential direction and twisting in the axial direction, and recessed in the mounting substrate. A support groove part in which the adjacent R-shaped curved pipe part is slidably inserted, a support plate erected opposite to the left and right sides of the support groove part so as to sandwich the stirring tubular body, and the support plate A plurality of different heights are provided so as to be tightened, and the straight pipe portion is attached to the mounting substrate in a substantially parallel manner, and the straight pipe portion is attached to the mounting substrate from the non-use state. Tightening that can be mounted in a use state by rotating and displacing at a desired angle in the R-shaped curved pipe part Agitation processing apparatus turbid water, characterized in that it consists of a stage. 前記撹拌管状体は複数個が、前記取付基板に対応して設けられる数対の前記支持溝部と、前記支持板と、前記緊締手段とにより前記不使用姿態と、前記使用姿態とに姿態を変更可能に前記取付基板に取付けられることを特徴とする請求項1に記載の濁水の撹拌処理装置。   A plurality of the stirring tubular bodies are changed into the non-use state and the use state by the pair of support groove portions, the support plate, and the fastening means provided corresponding to the mounting substrate. The turbid water stirring treatment apparatus according to claim 1, wherein the turbid water stirring treatment apparatus is attached to the attachment substrate as possible. 前記撹拌管状体は外形が、前記直管部と前記R状曲管部とにより略S字状に形成されることを特徴とした請求項1,2に記載の濁水の撹拌処理装置。   3. The turbid water stirring apparatus according to claim 1, wherein an outer shape of the stirring tubular body is formed in a substantially S shape by the straight pipe portion and the R-shaped curved pipe portion. 前記撹拌管状体の前記入口および/または前記出口の近くには前記撹拌管状体の前記入口から流入される濁水の固形物を凝集し、また固形物と水分とを分離させる薬液注入口を所望数個設けたことを特徴とする請求項1,2,3の何れかに記載の濁水の撹拌処理装置。   Near the inlet and / or the outlet of the stirring tubular body, a desired number of chemical solution inlets for aggregating solid substances of turbid water flowing from the inlet of the stirring tubular body and separating the solids and moisture. The turbid water stirring treatment apparatus according to claim 1, wherein the turbid water stirring treatment apparatus is provided. 前記撹拌管状体の適所には、該撹拌管状体内にエアーを導入して前記撹拌菅状体内に流入する流水と混合することにより形成される水泡により撹拌を促進するエアー導入口を設けたことを特徴とする請求項1,2,3,4の何れかに記載の濁水の撹拌処理装置。   An air inlet for promoting stirring by water bubbles formed by introducing air into the stirring tubular body and mixing with flowing water flowing into the stirring rod-like body was provided at an appropriate place of the stirring tubular body. The turbid water stirring treatment apparatus according to any one of claims 1, 2, 3 and 4. 前記撹拌管状体が、前記取付基板に対して上面に載置して取付けられるか、または前記取付基板に対して下面に吊り下げられて取付けられるか、さらには前記取付基板に対して側面に支持されて取付けられることを特徴とした請求項1,2,3,4,5の何れかに記載の濁水の撹拌処理装置。   The agitating tubular body is mounted on the mounting substrate while being mounted on the upper surface, or is suspended and mounted on the lower surface of the mounting substrate, and is further supported on the side surface with respect to the mounting substrate. The turbid water stirring treatment apparatus according to any one of claims 1, 2, 3, 4, and 5, wherein the turbid water stirring treatment apparatus is attached. 前記緊締手段は、前記支持溝部に挿入されるR状曲管部と該R状曲管部の上方の直管部との内域に配置される下部に位置する第1番目の前記緊締手段と、かつ該第1番目の緊締手段とにより下から第2番目に位置する直管部を挟み込むように配置される第1番目の前記緊締手段の直上に位置する第2番目の前記緊締手段とにより形成されるか、または、前記第1番目の緊締手段と前記第2番目の緊締手段とに加えて高さを違えて位置し、第2番目に位置する直管部と下から3番目に位置する直管部との内域に配置される下から3番目の緊締手段とにより形成されることを特徴とした請求項1,2,3,4,5,6の何れかに記載の濁水の撹拌処理装置。





The tightening means includes a first tightening means positioned at a lower portion disposed in an inner region of an R-shaped curved pipe portion inserted into the support groove and a straight pipe portion above the R-shaped curved pipe portion; And the second tightening means positioned directly above the first tightening means arranged so as to sandwich the straight pipe portion positioned second from the bottom by the first tightening means. Formed or positioned at a different height in addition to the first tightening means and the second tightening means, and the second straight pipe portion and the third position from the bottom The muddy water according to any one of claims 1, 2, 3, 4, 5, and 6, characterized in that the muddy water is formed by a third tightening means from the bottom arranged in an inner area with the straight pipe portion. Stir processing device.





JP2004005770U 2004-09-30 2004-09-30 Turbid water agitator Expired - Fee Related JP3107998U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009125695A (en) * 2007-11-26 2009-06-11 Yoshikazu Fukui Turbid water purifying apparatus
JP2019034288A (en) * 2017-08-18 2019-03-07 株式会社テクノササヤ Water treatment apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009125695A (en) * 2007-11-26 2009-06-11 Yoshikazu Fukui Turbid water purifying apparatus
JP2019034288A (en) * 2017-08-18 2019-03-07 株式会社テクノササヤ Water treatment apparatus

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