JP5031495B2 - Wastewater treatment unit at repair or dismantling site - Google Patents

Wastewater treatment unit at repair or dismantling site Download PDF

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JP5031495B2
JP5031495B2 JP2007233074A JP2007233074A JP5031495B2 JP 5031495 B2 JP5031495 B2 JP 5031495B2 JP 2007233074 A JP2007233074 A JP 2007233074A JP 2007233074 A JP2007233074 A JP 2007233074A JP 5031495 B2 JP5031495 B2 JP 5031495B2
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徳寿 時本
英之 近藤
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Kikusui Kagaku Kogyo KK
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Description

本発明は、改修乃至解体現場(特に改修)における排水処理ユニットに関する。さらに詳しくは、本発明は、アスベスト等の繊維状または粉末状の有害物質(以下「アスベスト等」という。)を含有する建材を使用した建築物、工作物又は構築物(以下「建築物等」という。)の改修乃至解体をするに先立ち行う水洗工程で発生するアスベスト等含有水を、一次ろ過後、さらに、二次ろ過である精密ろ過を経て排水する改修乃至解体現場における排水処理ユニットに係る発明である。   The present invention relates to a wastewater treatment unit at a repair or dismantling site (particularly repair). More specifically, the present invention relates to a building, a work or a structure (hereinafter referred to as “building or the like”) using a building material containing a fibrous or powdery harmful substance such as asbestos (hereinafter referred to as “asbestos or the like”). )) After the primary filtration, the asbestos-containing water generated in the water washing step prior to the refurbishment or dismantling of the wastewater is further drained through a microfiltration that is a secondary filtration. It is.

ここでは、有害物質がアスベスト(繊維状有害物質)である場合、すなわち、アスベスト成形板に適用する場合を、例に採り説明する。しかし、本発明の改修乃至解体現場における排水処理方法は、有害物質が繊維状でない場合でも適用可能である。   Here, a case where the harmful substance is asbestos (fibrous harmful substance), that is, a case where the harmful substance is applied to an asbestos molded plate will be described as an example. However, the wastewater treatment method at the repair or dismantling site of the present invention can be applied even when the harmful substance is not fibrous.

ここでアスベスト含有建材とは、内・外装材(スレート波板、屋根用化粧スレート、スレートボード等)としてのアスベスト含有成形板以外に、内・外壁基材にアスベスト含有塗料を吹き付けた現場塗装処理建材も含む。   The asbestos-containing building material here refers to the on-site coating process in which asbestos-containing paint is sprayed on the inner and outer wall base materials in addition to the asbestos-containing molded plates as interior and exterior materials (slate corrugated sheet, roofing slate, slate board, etc.) Includes building materials.

また、本発明は、外装材の改修現場における水洗作業で発生する工程を例にとり説明するが、内装材の場合も適用可能である。   Further, the present invention will be described by taking, as an example, a process that occurs in a water washing operation at a repair site of an exterior material. However, the present invention is also applicable to an interior material.

アスベスト(石綿)は、その呼吸系に対する発ガン性(肺がんや悪性中皮種)故に、原則製造等禁止になっている。   Asbestos (asbestos) is prohibited in principle because of its carcinogenicity to the respiratory system (lung cancer and malignant mesothelioma).

他方、石綿は、腐らず、耐熱性・耐薬品性を有し、更には、軽量であるため、工業用原料とともに建築用原料とて多用されてきた。特に、石綿板、スレート、タイル等の建築材料の原料として、また、吹付け塗料の充填材として多量に使用されてきた。   On the other hand, asbestos does not rot, has heat resistance and chemical resistance, and is lightweight, so it has been frequently used as a building material together with industrial materials. In particular, it has been used in large quantities as a raw material for building materials such as asbestos boards, slate, tiles, and as a filler for spray paint.

このため、既設建物の改修作業に際して、通常、表面、屋根や外壁の水洗作業を行う。この水洗に先立ち、通常、粉塵発生さらには飛散防止の見地から、現場をクローズド(密閉系)、すなわち、ビニルシート等で飛散防止養生施工を行った状態で行うことが必要である。   For this reason, when the existing building is renovated, the surface, roof or outer wall is usually washed with water. Prior to this water washing, it is usually necessary to carry out the site in a state where the site is closed (sealed system), that is, with a vinyl sheet or the like applied to prevent scattering, from the viewpoint of dust generation and scattering prevention.

そして、そして、クローズドとされた作業場において、可及的に粉塵が発生しないように、外装材(外壁乃至屋根材)を、散水噴霧をして、手洗い水洗乃至高圧水洗したり、又は、超高圧水洗で同時塗膜除去をしたりする。   And, in the closed workplace, so that dust is not generated as much as possible, the exterior material (outer wall or roofing material) is sprayed with water and washed with hand or high pressure water, or with ultra high pressure. Remove the paint film at the same time by washing with water.

これらの外装材の水洗工程等において、多量の排水がでる。そして、当該排水中に含まれるアスベスト含有率は低く、また、当該排水に対する法規制は、現段階は、存在しない。   A large amount of drainage is produced in the washing process of these exterior materials. And the asbestos content rate contained in the said waste_water | drain is low, and the regulation regarding the said waste_water | drain does not exist at this stage.

しかし、特に、昨今、アスベスト被害が顕著となり、アスベストの系外(外部)排出規制をより厳格にすることが求められるようになってきている。すなわち、排水中のアスベスト含有率の更なる低化が要求されるようになってきている。   However, in particular, asbestos damage has recently become prominent, and there has been a demand for more stringent regulations on asbestos outside (external) emissions. That is, further reduction in the asbestos content in the wastewater has been demanded.

昨今の環境に対する社会的関心の高まりから、洗浄後水をろ過処理して、排水することが要請されつつある。   Due to the recent increase in social interest in the environment, there is a demand for filtering and draining water after washing.

このとき、ろ過には、アスベストの繊維長さ(約3μm〜50mmで平均2mm)のみに着目して、捕捉粒子径(ろ過能)2〜5μmのろ材を組み込んだ精密ろ過器を使用することが考えられる。該精密ろ過器としては、例えば、米国クリティカルインダストリー社から「ミニウォーター」の商品名で製造販売されているものがある。   At this time, focusing on only the fiber length of asbestos (average 2 mm at about 3 μm to 50 mm), it is necessary to use a microfilter incorporating a filter medium having a trapping particle diameter (filtering capacity) of 2 to 5 μm. Conceivable. Examples of the microfilter include those manufactured and sold under the trade name “Mini Water” by Critical Industries, Inc., USA.

しかし、アスベストは、非常に微細繊維である(単繊維径:0.02〜0.03μm)。このため、上記精密ろ過器のろ過能2〜5μmのろ材をアスベストが通過する可能性があり、十分にアスベストが捕捉されるか否かを、ろ液(排水)について検証する必要があった。   However, asbestos is a very fine fiber (single fiber diameter: 0.02 to 0.03 μm). For this reason, there is a possibility that asbestos may pass through the filter medium having a filtration capacity of 2 to 5 μm of the microfilter, and it was necessary to verify whether or not asbestos is sufficiently captured with respect to the filtrate (drainage).

このため、本発明者らが、上記「ミニウォーター」におけるろ過能(5μm)より高いナノオーダ(1μm(1000nm)又は0.2μm(200nm))のろ過能を有するカートリッジフィルタで、アスベスト含有排水(汚水)のろ過を行ったところ、ある程度の捕捉は可能であるが、今後のアスベストの系外排水規制の厳格化に対応するには不十分なろ過能であった(後述の表1(E)・(F)参照)。   For this reason, the present inventors use a cartridge filter having a nano-order (1 μm (1000 nm) or 0.2 μm (200 nm)) filtration capacity higher than the filtration capacity (5 μm) in the above-mentioned “mini water”, and asbestos-containing wastewater (sewage) ) Filtration was possible to some extent, but the filtration capacity was insufficient to meet the stricter regulations on asbestos drainage in the future (Table 1 (E) and (See (F)).

また、ろ材が早期に目詰まりし、圧損が高くなってフィルター交換を頻繁に行わなければならないことが分かった。すなわち、カートリッジフィルタの耐用期間が短かった。   In addition, it was found that the filter medium was clogged early, the pressure loss increased, and the filter had to be replaced frequently. That is, the useful life of the cartridge filter was short.

本発明の特許性に影響を与える特許文献は、本発明者らは寡聞にして知らない。   The present inventors are not familiar with patent documents that affect the patentability of the present invention.

ちなみに、特許庁ホームページの公報テキスト検索(要約+請求の範囲)で、論理式「(解体OR改修)AND(アスベスト)AND(安全)」で検索した結果は、ヒット件数は4件であった(平成19年8月31日現在)。
特開2007−117909号公報 特開2007−107359号公報 特開2007−063784号公報 特開2007−063780号公報
By the way, the search result of the logical expression “(dismantling OR refurbishment) AND (asbestos) AND (safety)” in the gazette text search (summary + claims) on the JPO homepage was 4 hits ( (As of August 31, 2007).
JP 2007-117909 JP 2007-107359 A JP 2007-063784 JP 2007-063780

本発明は、上記にかんがみて、精密ろ過器の耐用期間(耐用処理量)の大幅な短縮が期待でき、更には、汚水中の粉塵、特に、排水中のアスベスト含有率のさらなる低下が期待できる改修乃至解体現場における排水処理ユニットを提供することを目的とする。   In view of the above, the present invention can be expected to significantly reduce the useful life (amount of serviceable amount) of the microfilter, and further expect to further reduce the asbestos content in wastewater, particularly asbestos content in wastewater. The purpose is to provide a wastewater treatment unit at the site of refurbishment or dismantling.

本発明者らは、上記課題を、解決するために、鋭意開発に努力をした結果、下記構成の改修乃至解体現場における排水処理ユニットに想到した。   As a result of diligent development in order to solve the above-mentioned problems, the present inventors have come up with a wastewater treatment unit at the repair or dismantling site of the following configuration.

アスベストを含有する建材を使用した建築物、工作物又は構築物の改修乃至解体をするに先立ち行う水洗工程で発生するアスベスト含有水を排水処理する際に使用するユニットであって、
集水手段、粗ろ過手段、及び、精密ろ過手段、並びに、前記集水手段と粗ろ過手段との間を接続する第一輸送配管、及び、前記粗ろ過手段と前記精密ろ過手段との間を接続する第二輸送配管を備え、
前記粗ろ過手段が、ろ過槽本体に、開口面全面に重力ろ過面を形成可能に、ろ材が着脱自在に平置き状態で装着されたものとされ、
前記ろ材が不織布又は水透過性シートであり、該水透過性シートは、多孔質プラスチックシート、漉き紙若しくは織布(織り方や方向やピッチの違う織布を積層したもの)から選択されることを特徴とする。
It is a unit used when draining the asbestos- containing water generated in the washing process prior to repairing or dismantling the building , work or structure using asbestos- containing building materials,
Water collecting means, crude Ro over means, and, microfiltration unit, and a first transporting pipe which connects the said water collecting means and the coarse filtration means, and, between said microfiltration means and said coarse filter means Equipped with a second transport piping to connect ,
The coarse filtration means is a filter tank body, a gravity filtration surface can be formed on the entire opening surface, and the filter medium is detachably mounted in a flat state ,
The filter medium is a non-woven fabric or a water-permeable sheet , and the water-permeable sheet is selected from a porous plastic sheet, woven paper, or woven fabric (a laminate of woven fabrics having different weaving methods, directions, and pitches). It is characterized by.

上記構成において、前記不織布はスパンボンドとすることができ、該スパンボンドの目付は40〜200g/m2のものを使用することが望ましいIn the above structure, the nonwoven fabric may be a spunbonded, basis weight of the spunbond is desirable to use those 40 ~200g / m 2.

上記各構成において、ろ材が、前記ろ過槽本体から前記ろ材とともに着脱自在なろ過対応面が多孔板部又はフレーム部とされたろ材受けに保持されて、適宜、ろ材受けとともに挟持する挟持リングを用いて、前記ろ過槽本体に装着される構成とすることができる。   In each of the above configurations, the filter medium is held by a filter medium receiver having a perforated plate part or a frame part with a filtration-supporting surface that is detachable together with the filter medium from the filter tank body, and a clamping ring that is appropriately clamped with the filter medium receiver is used. And it can be set as the structure with which the said filtration tank main body is mounted | worn.

本発明の改修乃至解体現場における排水処理ユニットは、有害物質が繊維状有害物質、特にアスベストの場合に適用すると効果が顕著となる。なお、本発明の排水処理ユニットを、アスベスト含有粉塵に適用した場合は、精密ろ過の二次ろ過手段の、捕捉最小粒子径が、1μm未満のものを使用する。   The wastewater treatment unit at the repair or dismantling site of the present invention has a remarkable effect when applied to the case where the harmful substance is a fibrous harmful substance, particularly asbestos. In addition, when the wastewater treatment unit of the present invention is applied to asbestos-containing dust, a microfiltration secondary filtration means having a minimum capture particle size of less than 1 μm is used.

なお、本発明の排水処理ユニットを使用しての改修乃至解体現場における排水処理方法は、下記構成となる。   In addition, the waste water treatment method in the repair thru | or the dismantling site using the waste water treatment unit of this invention becomes the following composition.

アスベストを含有する建材を使用した建築物、工作物又は構築物の改修乃至解体をするに先立ち行う水洗工程で発生するアスベスト含有水を、粗ろ過手段を用いて一次ろ過後、さらに、精密ろ過手段を用いる二次ろ過を経て排水する改修乃至解体現場における排水処理方法であって、
前記粗ろ過手段、ろ過槽本体に、開口面全面に重力ろ過面を形成可能なろ材着脱自在に平置き状態で装着したものとし、
前記ろ材を不織布又は水透過性シートとし、さらに、該水透過性シートとして、多孔質プラスチックシート、漉き紙若しくは織布(織り方や方向やピッチの違う織布を積層したもの)から選択することを特徴とする。
After the primary filtration of the asbestos- containing water generated in the washing process performed prior to refurbishment or dismantling of a building, work or structure using asbestos-containing building materials, using a coarse filtration means, further a fine filtration means A wastewater treatment method at a repair or demolition site that drains through secondary filtration to be used,
The coarse filtration means is attached to the filtration tank body with a filter medium capable of forming a gravity filtration surface on the entire opening surface in a detachable flat state ,
The filter medium is a non-woven fabric or a water-permeable sheet, and the water-permeable sheet is selected from a porous plastic sheet, woven paper, or woven fabric (a laminate of woven fabrics having different weaving methods, directions, and pitches). It is characterized by.

次に、本発明を、望ましい実施形態に基づいて、さらに、詳細に説明をする。   Next, the present invention will be described in further detail based on preferred embodiments.

(A)図1に本発明の改修乃至解体現場における排水処理方法に使用するユニットのモデル図を示す。   (A) FIG. 1 shows a model diagram of a unit used in the wastewater treatment method in the repair or dismantling site of the present invention.

本実施形態のユニットは、基本的には、集水手段12、粗ろ過手段(一次ろ過手段:粗ろ過器)14及び精密ろ過手段(二次ろ過手段:精密ろ過器)16を備えている。 The unit of the present embodiment basically includes a water collecting means 12, a coarse filtration means (primary filtration means: coarse filter) 14, and a fine filtration means (secondary filtration means: fine filter) 16.

1)集水手段12としては、例えば、外壁を水洗する場合、外壁の下端に配する集水樋18と、該集水樋18の排水口に配するピット(集水槽)20とで構成する。なお、ピット20は、通常、成形体を用意しておき現場埋め込み型とするが、現場施工でもよい。   1) As the water collecting means 12, for example, when the outer wall is washed with water, the water collecting means 12 is constituted by a water collecting tank 18 disposed at the lower end of the outer wall and a pit (collecting tank) 20 disposed at a drain outlet of the water collecting tank 18. . Note that the pit 20 is usually an on-site embedded type by preparing a molded body, but it may be on-site construction.

さらに、図示しないが、集水樋18の流出口、乃至、ピット20の開口部には、適宜、金網や布体(不織布を含む。)で形成したごみ取り手段(ストレーナ)を配してもよい。   Further, although not shown in the drawing, a dust removing means (strainer) formed of a wire net or cloth (including non-woven fabric) may be appropriately disposed at the outlet of the water collecting basin 18 or the opening of the pit 20. .

2)粗ろ過手段(粗ろ過器:一次ろ過手段)14は、ろ過槽本体22に、開口面全面に重力ろ過面を形成可能なろ材(重力ろ過部材)24が着脱自在に装着され、該ろ材24が不織布又は水透過性シートである構成であるものとする。   2) The coarse filtration means (coarse filter: primary filtration means) 14 is provided with a filter medium (gravity filtration member) 24 capable of forming a gravity filtration surface on the entire opening surface of the filtration tank body 22 in a detachable manner. 24 shall be the structure which is a nonwoven fabric or a water-permeable sheet.

ここで、ろ材24は、ろ過槽本体22からろ材24とともに着脱自在なろ過対応面26aが多孔板部(図1(A))又はフレーム部(図1(B))とされたろ材受け26に保持され、さらに、挟持リング28で挟持されて重力ろ過部材29が形成され、該重力ろ過部材をろ過槽本体22に着脱自在に装着される構成のものとする。なお、ろ材受け26の上端には一対の取っ手26bを形成して、重力ろ過部材29を一体的に着脱容易としてある。上記フレーム部はフラットバーで形成してもよいが、帯状網体で形成してもよい。   Here, the filter medium 24 is attached to the filter medium receptacle 26 in which the filtration-compatible surface 26a that is detachable together with the filter medium 24 from the filter tank body 22 is a perforated plate portion (FIG. 1 (A)) or a frame portion (FIG. 1 (B)). Further, the gravity filtration member 29 is formed by being held by the holding ring 28, and the gravity filtration member is detachably attached to the filtration tank main body 22. A pair of handles 26b are formed at the upper end of the filter medium receptacle 26 so that the gravity filtration member 29 can be easily attached and detached. The frame portion may be formed by a flat bar, but may be formed by a belt-like net.

なお、多孔板部又はフレーム部のろ過対応面26aにおける開口率は、10〜98%、望ましくは50〜95%で、各孔の開口面積は、1〜10000mm2、望ましくは3〜3000mm2、さらに望ましくは100〜1000mm2とする。 The aperture ratio of the perforated plate portion or the frame portion in the filtration corresponding surface 26a is 10 to 98%, preferably 50 to 95%, and the opening area of each hole is 1 to 10,000 mm 2 , preferably 3 to 3000 mm 2 , More desirably, the thickness is 100 to 1000 mm 2 .

ここで、ろ材24は、ろ材受け26の多孔板部(底部)全面のみでもよいが、通常、図例の如く、ろ材受け26の内周壁も覆う構成とする。当該構成により、ろ材受け26の内周壁へのアスベストの付着を防止できて望ましい。   Here, the filter medium 24 may be only the entire surface of the porous plate portion (bottom) of the filter medium receiver 26, but normally, the filter medium 24 is also configured to cover the inner peripheral wall of the filter medium receiver 26 as shown in the figure. This configuration is desirable because it can prevent asbestos from adhering to the inner peripheral wall of the filter media receiver 26.

また、ろ材受け26は、ろ過槽本体22と一体化したものとし、ろ材24を挟持リング28とともに着脱可能とすることもできる。さらに、ろ材24を、ろ過槽本体22に上方から嵌着可能な有底筒状成形体として、ろ材受け及び挟持リングを廃する(無くす)こともできる。なお、挟持リングの代わりに適当な重し(例えば50〜500gの金属棒体や鉱物塊)をろ材24の上に載せてもよい。   Further, the filter medium receiver 26 can be integrated with the filtration tank main body 22, and the filter medium 24 can be attached and detached together with the holding ring 28. Further, the filter medium 24 can be abolished (eliminated) as a bottomed cylindrical molded body that can be fitted to the filter tank body 22 from above. An appropriate weight (for example, 50 to 500 g of a metal rod or mineral block) may be placed on the filter medium 24 instead of the sandwiching ring.

ただし、ろ材24を形成する不織布は成形体とせずに、可撓性を有するものの方が望ましい。使用後、折り畳んで小さくして、ポリ袋に入れて廃棄等することができ、剛体である成形体のろ材に比して取扱いも容易となる。   However, the nonwoven fabric forming the filter medium 24 is preferably not a molded body but flexible. After use, it can be folded and made smaller, placed in a plastic bag and discarded, etc., and handling is easier compared to a filter medium of a molded body that is a rigid body.

また、ろ材24が不織布又は水透過性可撓性シート体を平置きすることにより、重力による緩慢な自然ろ過(いわゆる「重力ろ過」)が可能となる。このため繊維長の長いもの(例えば、3μm以上)の、捕捉が容易になると推測される。   Further, when the filter medium 24 lays a non-woven fabric or a water-permeable flexible sheet body, slow natural filtration by gravity (so-called “gravity filtration”) becomes possible. For this reason, it is estimated that a long fiber length (for example, 3 μm or more) can be easily captured.

水透過性可撓性シート体としては、多孔質プラスチックシート、漉き紙、織布(例えば、織り方や方向やピッチの違う織布を積層したもの。)等を挙げることができる。   Examples of the water-permeable flexible sheet include porous plastic sheets, woven paper, and woven fabrics (for example, woven fabrics having different weaving methods, directions, and pitches).

不織布の場合は、そのタイプは、特に限定されず、ケミカルボンド、ニードルパンチ等の乾式不織布、スパンボンド(紡糸と同時に熱カレンダーで圧着してシート状にしたものも含む。)、湿式不織布(数mm程度の繊維を金網で漉いてシート状にしたもの。)を使用可能である。特に、これらのうちで、スパンボンドが、薄いシート状不織布(約0.1〜0.5mm)を得易く、しかもアスベスト(繊維状有害物質)の捕獲性が良好で望ましい。   In the case of a nonwoven fabric, the type is not particularly limited, and includes dry-type nonwoven fabrics such as chemical bonds and needle punches, spunbonds (including those formed by pressing with a thermal calendar simultaneously with spinning, and wet nonwoven fabrics (several). It is possible to use a sheet of fiber with a diameter of about mm mm. Of these, spunbond is particularly desirable because it is easy to obtain a thin sheet-like nonwoven fabric (about 0.1 to 0.5 mm) and has good asbestos (fibrous harmful substance) trapping properties.

特に、繊維状有害物質がアスベストの場合、目付が、望ましくは約20〜200g/m2、更に望ましくは約40〜150g/m2、最も望ましくは約50〜100g/m2であることを確認している。 In particular, ensure that if fibrous harmful substances asbestos, basis weight, desirably from about 20 to 200 g / m 2, more desirably about 40~150g / m 2, and most preferably about 50 to 100 g / m 2 is doing.

不織布の構成繊維としては、ポリオレフィン系、ポリプロピレン系、ポリエステル系、ナイロン系、等特に限定されない。   The constituent fibers of the nonwoven fabric are not particularly limited, such as polyolefin-based, polypropylene-based, polyester-based, and nylon-based fibers.

具体的には、ユニチカ社から「エルベス」(オレフィン系)、「シンテックス」(ポリプロピレン系)、「ウィウィ」(ナイロン系)の、帝人から「ユニセル」(ポリエステル系)の、旭化成から「エタルプラス」(ポリエステル系)の、各登録商標名で上市されているものを使用可能である。   Specifically, "Elves" (olefin type), "Syntex" (polypropylene type), "Wywi" (nylon type) from Unitika Ltd., "Unicel" (polyester type) from Teijin, "Etalplus" from Asahi Kasei (Polyester type) that is marketed under each registered trademark name can be used.

そして、集水手段12と粗ろ過器(粗ろ過手段)14との間は、通常、第一液送ポンプ(揚水ポンプ)30を備えた第一液送配管32で接続する。なお、前述の如く、集水樋の流出口やピット開口部にゴミ取り手段(ストレーナ部材)を配しない場合は、第一液送配管32の吸込み口32aにはストレナー(ゴミ除去金網)34を装着しておく。   The water collecting means 12 and the coarse filter (coarse filtration means) 14 are usually connected by a first liquid feed pipe 32 provided with a first liquid feed pump (pump pump) 30. As described above, when no dust removing means (strainer member) is provided at the outlet of the catchment pit or the pit opening, a strainer (dust removal wire net) 34 is provided at the suction port 32a of the first liquid feed pipe 32. Wear it.

3)精密ろ過器(精密ろ過手段)16は、汎用の精密ろ過器、例えば、前述の米国クリティカルインダストリー社から「ミニウォーター」の商品名で製造販売されているものを使用することができる。該精密ろ過器に装着するカートリッジフィルタ16aとしては、ナノオーダのろ過能(最小捕捉粒子1μm未満)を有するもの、望ましくは、0.1〜0.5μm(100〜500nm)、さらに望ましくは0.2μm(200nm)のろ過能を有するものを使用する。   3) As the microfilter (microfiltration means) 16, a general-purpose microfilter, for example, one manufactured and sold under the trade name “Mini Water” from the aforementioned US Critical Industry can be used. The cartridge filter 16a attached to the microfilter has a nano-order filtration ability (minimum trapping particle of less than 1 μm), preferably 0.1 to 0.5 μm (100 to 500 nm), more preferably 0.2 μm. A filter having a filtering ability of (200 nm) is used.

そして、粗ろ過器14と精密ろ過器16との間は、第二液送ポンプ36を備えた第二液送配管38で接続する。   The coarse filter 14 and the fine filter 16 are connected by a second liquid feed pipe 38 having a second liquid feed pump 36.

なお、第一・第二液送配管のポンプの両側乃至一方は、チューブ配管とすることもできる。さらに、精密ろ過手段である精密ろ過器16の吐出側は、下水ピット50等に接続して排水可能としておく(図2〜3参照)。   In addition, the both sides or one side of the pump of 1st and 2nd liquid feeding piping can also be made into tube piping. Furthermore, the discharge side of the microfilter 16 which is a microfiltration means is connected to the sewage pit 50 or the like so that drainage is possible (see FIGS. 2 to 3).

(B)次に、上記排水処理ユニットを使用しての改修方法について説明する。   (B) Next, a repair method using the waste water treatment unit will be described.

基本的には、下記1)養生工程、2)現場排水系構築工程、3)水洗工程、4)塗装工程、5)養生除去工程を含むものである。なお、以下の説明で、前述の排水処理ユニットに対応するものは同一図符号を付してそれらの説明の全部又は一部を省略する。   Basically, it includes the following 1) curing process, 2) on-site drainage system construction process, 3) washing process, 4) painting process, and 5) curing removal process. In addition, in the following description, the thing corresponding to the above-mentioned waste water treatment unit attaches | subjects the same figure code | symbol, and abbreviate | omits all or one part of those description.

1)養生工程:
先ず、建物40の改修対象の外壁40aの周囲に組み立てた足場42に、防塵養生シート44を張設するとともに、外壁40aと足場の間に地表養生シート46を敷設する。
1) Curing process:
First, a dust-proof curing sheet 44 is stretched on a scaffold 42 assembled around the outer wall 40a to be repaired of the building 40, and a surface curing sheet 46 is laid between the outer wall 40a and the scaffold.

2)現場排水処理系構築工程:
外壁40aの基礎40bに沿って、集水樋(例えば、プラスチック製)18を仮保持板材19で仮設置する。なお、集水樋18と基礎40bとの隙間には養生テープ等でシールしておくことが望ましい。
2) On-site wastewater treatment system construction process:
A water collecting bowl (for example, made of plastic) 18 is temporarily installed with a temporary holding plate material 19 along the foundation 40b of the outer wall 40a. In addition, it is desirable to seal with the curing tape etc. in the clearance gap between the water collecting bowl 18 and the foundation 40b.

そして、集水樋18の任意の1箇所又は複数個所に集水槽(集水ピット)20を形成する。そして、該集水槽20の底部に、第一液送ポンプ(揚水ポンプ)30の第一液送配管32の吸込み口32aを配するとともに、揚水ポンプ30の第一液送配管32の吐出口32bを、ろ過槽本体22の開口部(水流入部)、重力ろ過部材29の配設部に対面させる。吐出口32bにシャワーを取り付けてもよい。   And the water collection tank (water collection pit) 20 is formed in the arbitrary one places or the plurality of places of the water collection tank 18. The suction port 32 a of the first liquid feed pipe 32 of the first liquid feed pump (pump pump) 30 is arranged at the bottom of the water collecting tank 20, and the discharge port 32 b of the first liquid feed pipe 32 of the water pump 30. Are made to face the opening (water inflow portion) of the filtration tank body 22 and the arrangement portion of the gravity filtration member 29. A shower may be attached to the discharge port 32b.

そして、粗ろ過器14(ろ過槽本体22)と、精密ろ過器(二次ろ過手段)16とは、前述のごとく、第二液送配管38で接続する。さらに、精密ろ過器16の出口は、排水系(通常既設の)48を介して、下水ピット50等へ排水可能となっている。   The coarse filter 14 (filter tank body 22) and the fine filter (secondary filtration means) 16 are connected by the second liquid feeding pipe 38 as described above. Further, the outlet of the microfilter 16 can be drained to a sewage pit 50 or the like via a drainage system (usually existing) 48.

そして、ポンプ、精密ろ過器36のエア抜き、給排水系などの試運転をしておく。   Then, trial operation such as pumping, air venting of the microfilter 36, and a water supply / drainage system is performed.

上記において、集水方式として、簡易樋仮配置方式を用いる場合を例に採ったが、集水方式は上記限られるのではない。また、屋根改修の場合は、集水手段は、既設の樋を利用して、一次分離タンクに集水し、該一次分離タンクから一次ろ過槽(粗ろ過器)へ重力落下乃至ポンプを利用して導入してもよい。   In the above description, the case where the simple temporary arrangement method is used is taken as an example of the water collection method, but the water collection method is not limited to the above. In the case of roof refurbishment, the water collecting means collects water in the primary separation tank using the existing dredge, and drops the gravity from the primary separation tank to the primary filtration tank (coarse filter) or uses a pump. May be introduced.

3)水洗工程
前述と同様、改修工法は、対象外壁を散水又は高圧水洗により水洗浄を行う。
3) Water washing process As described above, the repair method is to wash the outer wall with water or high pressure water.

そして、この散水又は高圧水洗により発生した使用済み水は、前記集水樋18等を経て粗ろ過器(一次ろ過手段)14へ導入される。   And the used water which generate | occur | produced by this watering or high-pressure water washing is introduce | transduced into the coarse filter (primary filtration means) 14 through the said water collection tank 18 grade | etc.,.

なお、高圧又は水洗に際して、フード付き水洗で使用済み水の還流ホースを使用する場合は、該還流ホースを介して粗ろ過器14へ導入する。   In addition, in the case of using a reflux hose for used water in washing with a hood during high-pressure or water washing, it is introduced into the coarse filter 14 via the reflux hose.

このとき、散水乃至高圧水洗で発生した使用済み水(汚水:アスベスト含有汚水)は、精密ろ過器(精密ろ過手段)16で二次ろ過される前に、ろ過槽本体22に重力ろ過部材29を配して形成した粗ろ過器(粗ろ過手段)14で一次ろ過することにより、意外にも、アスベスト含有汚水中のアスベストの大部分が捕捉される。このため、二次ろ過手段である精密ろ過器に対する負荷が格段と小さくなり、結果的に、直接、アスベスト含有汚水を加圧通過させる場合に比して、排水中のアスベスト含有率がさらに低くなる。当然、精密ろ過器におけるカートリッジフィルタの交換期間(耐用処理量)も格段に増大する。   At this time, used water (sewage: asbestos-containing sewage) generated by water spraying or high-pressure washing is subjected to a gravity filtration member 29 on the filtration tank body 22 before being secondarily filtered by the microfilter (microfiltration means) 16. Surprisingly, most of the asbestos in the asbestos-containing sewage is captured by performing primary filtration with the coarse filter (coarse filtration means) 14 formed. For this reason, the load on the microfilter which is the secondary filtration means is remarkably reduced, and as a result, the asbestos content in the wastewater is further reduced as compared with the case where the asbestos-containing sewage is directly passed through under pressure. . Of course, the cartridge filter replacement period (durable treatment amount) in the microfilter is also greatly increased.

尚、使用済みのろ材(不織布)やカートリッジフィルタは、管理保管して、所定箇所に廃棄する。   In addition, used filter media (nonwoven fabric) and cartridge filters are managed and stored and discarded at predetermined locations.

4)塗装工程
こうして水洗後の外壁には、慣用の、下塗り更には上塗りを行って乾燥させる。
4) Coating step The outer wall after washing with water is dried by applying a conventional undercoating or further overcoating.

例えば、下塗りは、可撓形アクリル樹脂系、ポリマーセメント系の下地調整材を、上塗りは、アクリル樹脂系、ウレタン樹脂系、アクリルシリコーン樹脂系統の外装用仕上げ塗料を、それぞれ使用し、エアレススプレー、刷毛塗り、又はローラ塗り等により行う。   For example, the base coat is a flexible acrylic resin-based or polymer cement-based base material, and the top coat is an acrylic resin-based, urethane resin-based, or acrylic silicone resin-based exterior finish paint. Perform by brushing or roller coating.

5)養生除去工程
こうして、塗装後、地表養生シート46、防塵養生シート44を取り外し、各養生シートは、アスベスト用の管理型処分場で処分する。
5) Curing removal process Thus, after painting, the surface curing sheet 46 and the dust-proof curing sheet 44 are removed, and each curing sheet is disposed of at a managed disposal site for asbestos.

これらの養生シートも、法規に準じて、保管、廃棄する。
<試験例>
These curing sheets are also stored and disposed of in accordance with laws and regulations.
<Test example>

本発明の効果を確認するために行った、アスベスト含有汚水についてのろ過試験について、説明する。   A filtration test for asbestos-containing sewage conducted to confirm the effect of the present invention will be described.

試料は、下記のものを使用した。   The following samples were used.

(A)原液:アモサイト15gを清水30Lに溶かして均一に分散させたもの。     (A) Stock solution: 15 g of amosite dissolved in 30 L of fresh water and uniformly dispersed.

(B)一次ろ過液:スパンボンド(ポリエステル系、目付:70g/m2)にて重力ろ過したもの。 (B) Primary filtrate: gravity filtered with spunbond (polyester, basis weight: 70 g / m 2 ).

(C)二次ろ過液:一次ろ過液をカートリッジフィルタ(0.2μm)にてろ過したもの。     (C) Secondary filtrate: The primary filtrate filtered through a cartridge filter (0.2 μm).

(D)ブランク液:ブランク水(水道水)をカートリッジフィルタ(0.2μm)でろ過したもの。     (D) Blank liquid: A liquid obtained by filtering blank water (tap water) with a cartridge filter (0.2 μm).

(E)精密ろ過液(1):原液をカートリッジフィルタ(1μm)にてろ過したもの。     (E) Microfiltrate (1): A stock solution filtered through a cartridge filter (1 μm).

(F)精密ろ過液(2):原液をカートリッジフィルタ(0.2μm)にてろ過したもの。     (F) Microfiltrate (2): Stock solution filtered through cartridge filter (0.2 μm).

上記各試料を表示量ずつ採取し、メンブランフィルタでろ過して乾燥したものについて、位相差顕微鏡にて、計数分析を行った。なお、「f/L」は、「試料1L中のアスベスト繊維数」を意味する。その結果を示す表1から、本発明では、改修乃至解体現場における排水処理方法から排出されるアスベスト含有汚水には、実質的にアスベストを含有しないことが分かる(試験例(C))。ブランク水をろ過した場合(試験例(D))と同様の「検出されず」となっている。   Each of the above-mentioned samples was collected by the indicated amount, filtered and dried with a membrane filter, and subjected to counting analysis with a phase contrast microscope. “F / L” means “the number of asbestos fibers in 1 L of the sample”. Table 1 showing the results shows that in the present invention, the asbestos-containing sewage discharged from the wastewater treatment method at the repair or demolition site contains substantially no asbestos (Test Example (C)). It is “not detected” as in the case of filtering blank water (Test Example (D)).

Figure 0005031495
Figure 0005031495

本発明の改修乃至解体現場における排水処理方法に使用するユニットのモデル図である。It is a model figure of the unit used for the wastewater treatment method in the repair thru | or the demolition site of this invention. 図1のユニットを使用して改修現場に適用した場合における排水処理方法の全体配置立面概略図である。It is the whole arrangement | positioning elevation schematic of the waste water treatment method at the time of applying to a repair site using the unit of FIG. 同じく平面概略図である。Similarly, it is a schematic plan view.

符号の説明Explanation of symbols

12 集水手段
14 粗ろ過手段(一次ろ過手段:粗ろ過器)
16 精密ろ過手段(二次ろ過手段、精密ろ過器)
18 集水樋
20 集水槽(集水ピット)
22 ろ過槽本体
24 ろ材
26 ろ材受け
26a ろ過対応面
28 挟持リング
12 Water collection means 14 Coarse filtration means (primary filtration means: coarse filter)
16 Microfiltration means (secondary filtration means, microfilter)
18 Catchment 20 Catchment tank (collection pit)
22 Filtration tank body 24 Filter medium 26 Filter medium receiver 26a Filtration compatible surface 28 Nipping ring

Claims (7)

アスベストを含有する建材を使用した建築物、工作物又は構築物の改修乃至解体をするに先立ち行う水洗工程で発生するアスベスト含有水を排水処理する際に使用するユニットであって、
集水手段、粗ろ過手段、及び、精密ろ過手段、並びに、前記集水手段と粗ろ過手段との間を接続する第一輸送配管、及び、前記粗ろ過手段と前記精密ろ過手段との間を接続する第二輸送配管を備え、
前記粗ろ過手段が、ろ過槽本体に、開口面全面に重力ろ過面を形成可能に、ろ材が着脱自在に平置き状態で装着されたものとされ、
前記ろ材が、目付40〜200g/m 2 の不織布であることを特徴とする改修乃至解体現場における排水処理ユニット。
It is a unit used when draining the asbestos-containing water generated in the washing process prior to repairing or dismantling the building, work or structure using asbestos-containing building materials,
Water collection means, coarse filtration means, microfiltration means, first transport piping connecting between the water collection means and coarse filtration means, and between the coarse filtration means and the microfiltration means With a second transport pipe to connect,
The coarse filtration means is a filter tank body, a gravity filtration surface can be formed on the entire opening surface, and the filter medium is detachably mounted in a flat state,
It said filter media, waste water treatment unit in the renovation or demolition, characterized in that a nonwoven fabric having a basis weight 40~200g / m 2.
前記不織布がスパンボンドであることを特徴とする請求項1記載の改修乃至解体現場における排水処理ユニット。   The wastewater treatment unit at a repair or dismantling site according to claim 1, wherein the nonwoven fabric is spunbond. 前記スパンボンドの目付が40〜150g/m2であることを特徴とする請求項2記載の改修乃至解体現場における排水処理ユニット。 The wastewater treatment unit at a repair or dismantling site according to claim 2 , wherein the basis weight of the spunbond is 40 to 150 g / m2. 前記ろ材が、ろ過対応面が多孔板部又はフレーム部とされたろ材受けに保持されて、着脱自在に前記ろ過槽本体に装着されることを特徴とする請求項1、2又は3記載の改修乃至解体現場における排水処理ユニット。   The refurbishment according to claim 1, 2 or 3, wherein the filter medium is held by a filter medium receiver having a perforated plate portion or a frame portion as a filtration support surface, and is detachably attached to the filter tank body. Or wastewater treatment unit at the dismantling site. 前記ろ材が、さらに、前記ろ材受けとともに挟持する挟持リングを用いて、前記ろ材受けに保持されていることを特徴とする請求項4記載の改修乃至解体現場における排水処理ユニット。   The wastewater treatment unit at a repair or demolition site according to claim 4, wherein the filter medium is further held by the filter medium receiver using a holding ring that is held together with the filter medium receiver. 前記精密ろ過手段の捕捉最小粒子径が、1μm未満であることを特徴とする請求項1〜5いずれか一記載の改修乃至解体現場における排水処理ユニット。   6. The wastewater treatment unit at a refurbishment or demolition site according to any one of claims 1 to 5, wherein the trapping minimum particle size of the microfiltration means is less than 1 μm. アスベストを含有する建材を使用した建築物、工作物又は構築物の改修乃至解体をするに先立ち行う水洗工程で発生するアスベスト含有水を、粗ろ過手段を用いて一次ろ過後、さらに、精密ろ過手段を用いる二次ろ過を経て排水する改修乃至解体現場における排水処理方法であって、
前記粗ろ過手段を、ろ過槽本体に、開口面全面に重力ろ過面を形成可能なろ材を着脱自在に平置き状態で装着したものとし、
前記ろ材を、目付40〜200g/m 2 の不織布とすることを特徴とする改修乃至解体現場における排水処理方法。
After the primary filtration of the asbestos-containing water generated in the washing process performed prior to refurbishment or dismantling of a building, work or structure using asbestos-containing building materials, using a coarse filtration means, further a fine filtration means A wastewater treatment method at a repair or demolition site that drains through secondary filtration to be used,
The coarse filtration means is attached to the filtration tank body with a filter medium capable of forming a gravity filtration surface on the entire opening surface in a detachable and flat state.
The filter media, waste water treatment method in renovation or demolition, characterized in that the nonwoven fabric of basis weight 40~200g / m 2.
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