JP2002263625A - Method for treating waste - Google Patents
Method for treating wasteInfo
- Publication number
- JP2002263625A JP2002263625A JP2001061731A JP2001061731A JP2002263625A JP 2002263625 A JP2002263625 A JP 2002263625A JP 2001061731 A JP2001061731 A JP 2001061731A JP 2001061731 A JP2001061731 A JP 2001061731A JP 2002263625 A JP2002263625 A JP 2002263625A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- protective layer
- kneaded material
- waste
- height
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Treatment Of Sludge (AREA)
- Producing Shaped Articles From Materials (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は廃棄物の処理方法に
関し、特に焼却灰や汚泥等を安全かつ確実に処理できる
ようにした方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating waste, and more particularly to a method for safely and surely treating incinerated ash and sludge.
【0002】[0002]
【従来の技術】産業廃棄物や家庭からの生ゴミ等につい
ては焼却によって処分し、焼却灰は埋め立てによって処
理することが広く行われている。また、河川や排水路か
ら回収される汚泥についても埋め立てによって処理する
ことが行われている。2. Description of the Related Art It is widely used to dispose of industrial waste and household garbage by incineration and to dispose of incinerated ash by landfill. Also, sludge collected from rivers and drains is treated by landfill.
【0003】しかし、焼却灰や汚泥には重金属やダイオ
キシン等の有害物質が含まれていることがあり、有害物
質が高濃度に含まれていると、何らかの原因で有害物質
が環境に流出しまて環境を汚染するおそれがあることか
ら、埋め立て処理の前に焼却灰や汚泥に含まれる有害物
質を低濃度化又は無害化する必要があり、処理が煩雑に
なってコスト高を招来する。[0003] However, incinerated ash and sludge sometimes contain harmful substances such as heavy metals and dioxins. If harmful substances are contained in high concentrations, harmful substances may leak to the environment for some reason. Since there is a risk of polluting the environment, it is necessary to reduce the concentration or detoxification of harmful substances contained in incineration ash or sludge before landfill treatment, which complicates the treatment and increases costs.
【0004】最近、コンクリートに焼却灰及び汚泥を混
練し、予め製作しておいたコンクリート製の防護容器内
に混練物を充填してコンクリート製の防護容器内に密封
するという方式が提案されている。[0004] Recently, a method has been proposed in which incineration ash and sludge are kneaded into concrete, and the kneaded material is filled in a concrete protection container prepared in advance and sealed in the concrete protection container. .
【0005】[0005]
【発明が解決しようとする課題】しかし、上述の密閉方
式では内部のコンクリートが焼却灰及び汚泥と混練され
て防護容器のコンクリートと物性を異にし、内部のコン
クリートと防護容器のコンクリートとが別体となってお
り、防護容器に何らかの原因で衝撃が加わると、コンク
リート製の防護容器にクラックが入りあるいは防護容器
が破損して焼却灰や汚泥の有害物質が流出してしまうお
それがあった。However, in the above-mentioned closed system, the concrete inside is kneaded with incineration ash and sludge to have different physical properties from the concrete of the protective container, and the internal concrete and the concrete of the protective container are separated. Therefore, if an impact is applied to the protective container for some reason, there is a risk that cracks may enter the protective container made of concrete or the protective container may be damaged, and harmful substances such as incineration ash and sludge may flow out.
【0006】本発明は、かかる問題点に鑑み、焼却灰や
汚泥等の廃棄物に含まれる有害物質を流出させることな
く、廃棄物を安全かつ確実に処理できるようにした廃棄
物の処理方法を提供することを課題とする。[0006] In view of the above problems, the present invention provides a waste disposal method which can safely and reliably treat waste without causing harmful substances contained in the waste such as incinerated ash and sludge to flow out. The task is to provide.
【0007】[0007]
【課題を解決するための手段】そこで、本発明に係る廃
棄物の処理方法は、粉粒状、小片状又は泥状の廃棄物を
コンクリートで固化して処理するにあたり、上面の開口
したボックス状の型枠内に所定の厚さにコンクリートを
打設して防護層の底部を形成し、上記型枠内の防護層の
底部上に所定の厚みを有する平面閉形状の仕切り枠を載
置し、上記仕切り枠と型枠との間に防護層を構成するコ
ンクリートを打設するとともに、仕切り枠の内側に廃棄
物とコンクリートの混練物を上記防護層を構成するコン
クリートの高さとほぼ等しいか又はそれ以下の高さまで
充填し、上記仕切り枠をほぼ上記防護層を構成するコン
クリートの高さにほぼ等しいか又はそれ以上の高さまで
引き上げて、防護層を構成するコンクリートと混練物中
のコンクリートとが混ざりあった中間層を形成した後、
打設したコンクリート及び充填した混練物を固化させ、
外側の防護層と内側の混練物の固化物を中間層によって
相互に一体化するようにしたことを特徴とする。SUMMARY OF THE INVENTION Accordingly, a method for treating waste according to the present invention is a method of solidifying powdery, granular, small or muddy waste with concrete and treating the waste in the form of a box having an open top surface. Concrete is cast at a predetermined thickness into the formwork to form a bottom of the protective layer, and a flat closed partition having a predetermined thickness is placed on the bottom of the protective layer in the formwork. Along with placing concrete forming a protective layer between the partition frame and the formwork, and mixing the waste and concrete kneaded material inside the partition frame with a height substantially equal to the concrete forming the protective layer or Fill it to a height less than that, raise the partition frame to a height almost equal to or higher than the height of the concrete that forms the protective layer, and mix the concrete that forms the protective layer with the concrete in the kneaded material. After forming the intermingled intermediate layer,
The cast concrete and the filled kneaded material are solidified,
The solidified product of the outer protective layer and the inner kneaded material is integrated with each other by an intermediate layer.
【0008】本発明の特徴の1つは防護層を構成するコ
ンクリートを外側に打設するとともに、内側に廃棄物と
コンクリートとの混練物を充填した後、両者の間の仕切
り板を引き上げてその隙間で両コンクリートを混ざり合
わせて中間層を形成するようにした点にある。One of the features of the present invention is that concrete forming a protective layer is cast outside and a kneaded material of waste and concrete is filled inside, and then a partition plate between the two is lifted up. The point is that both concretes are mixed in the gap to form an intermediate layer.
【0009】これにより、外側防護層と内側混練物とが
中間層によって一体化され、全体として一体のコンクリ
ートブロックとなるので、外側防護層に何らかの衝撃が
加わっても内側混練層が外側防護層を補強して全体で衝
撃を吸収し、外側防護層にクラックが入ったり、外側防
護層が破損したりすることはない。[0009] Thus, the outer protective layer and the inner kneaded material are integrated by the intermediate layer to form an integral concrete block as a whole. Therefore, even if any impact is applied to the outer protective layer, the inner kneaded layer will form the outer protective layer. It reinforces and absorbs shocks as a whole, and does not crack or damage the outer protective layer.
【0010】その結果、焼却灰や汚泥等の廃棄物に有害
物質が高濃度に含まれている場合にも有害物質が環境に
流出するおそれはなく、廃棄物処理の安全性を大幅に向
上できることとなる。[0010] As a result, even when the waste such as incineration ash or sludge contains a high concentration of the hazardous substance, there is no danger of the hazardous substance leaking into the environment, and the safety of the waste disposal can be greatly improved. Becomes
【0011】本発明は焼却灰や汚泥の処理に適用すると
効果が大きいが、蛍光灯やブラウン管等を小さく破砕し
た小片状の廃棄物の処理にも同様に適用でき、蛍光灯の
水銀やブラウン管の鉛等の環境への流出を確実に防止し
つつ、これらの廃棄物を処理できることとなる。The present invention has a great effect when applied to the treatment of incinerated ash and sludge. However, the present invention can be similarly applied to the treatment of small pieces of waste such as fluorescent lamps and cathode ray tubes, and mercury and cathode ray tubes of fluorescent lamps. These wastes can be treated while reliably preventing lead from flowing into the environment.
【0012】防護層及び混練物の上方にはコンクリート
製の蓋をかぶせて固定するようにしてもよいが、コンク
リートを打設した防護層の蓋部を形成するのがよい。The concrete layer may be fixed over the protective layer and the kneaded material by covering it, but it is preferable to form a protective layer cover portion in which concrete is cast.
【0013】仕切り枠は防護層のコンクリート及び廃棄
物とコンクリートとの混練物がほぼ固まった後、引き上
げるようにしてもよいが、中間層が上手く形成されず、
両者の間に物性の段差が生じるおそれがある。そこで、
防護層のコンクリートを打設し、混練物を充填した直後
に引き上げるようにすると、混練物からのコンクリート
と防護層側からのコンクリートとが上手く混ざり合い、
強固な中間層を形成できる。The partition frame may be lifted after the concrete of the protective layer and the kneaded material of waste and concrete are substantially solidified, but the intermediate layer is not formed well.
There may be a step in physical properties between the two. Therefore,
When the concrete of the protective layer is cast and lifted immediately after filling the kneaded material, the concrete from the kneaded material and the concrete from the protective layer side mix well,
A strong intermediate layer can be formed.
【0014】防護層を構成するコンクリートの打設及び
混練物の充填と、仕切り枠の引き上げとを1回だけ行っ
てその上に防護層の蓋を形成するようにしてもよいが、
コンクリート中に気泡が混入して強度低下のおそれがあ
る。そこで、防護層を構成するコンクリートの打設及び
混練物の充填と、仕切り枠の引き上げとを型枠のほぼ全
高にわたって繰り返した後、型枠の上端部位にコンクリ
ートを打設して内側の混練物を防護層内に密閉するよう
にするのがよい。It is also possible to perform the casting of the concrete constituting the protective layer, the filling of the kneaded material, and the lifting of the partition frame only once to form a lid for the protective layer thereon.
There is a possibility that bubbles may be mixed into the concrete and the strength may be reduced. Therefore, the casting of the concrete constituting the protective layer, the filling of the kneaded material, and the raising of the partition frame are repeated over almost the entire height of the formwork, and then the concrete is poured into the upper end portion of the formwork to form the kneaded material on the inner side. Should be sealed in the protective layer.
【0015】また、防護層の底部は平坦にしておいても
よいが、底部表面に凹凸を形成すると、廃棄物及びコン
クリートの混練物と防護層の底部との密着性を高め、防
護層と混練物とを強固に一体化することができ、耐衝撃
性をさらに向上できる。即ち、防護層の底部表面を凹凸
状に形成し、混練物と防護層の底部とを密着させるよう
にするのがよい。The bottom of the protective layer may be flat. However, if unevenness is formed on the bottom surface, the adhesion between the waste and concrete kneaded material and the bottom of the protective layer is increased, and the protective layer is kneaded. An object can be firmly integrated, and the impact resistance can be further improved. That is, it is preferable that the bottom surface of the protective layer is formed in an uneven shape so that the kneaded material and the bottom of the protective layer are in close contact with each other.
【0016】また、全体の強度を高めるために、型枠と
仕切り枠との間に補強用の鉄筋を配筋するようにしても
よい。Further, in order to increase the overall strength, a reinforcing reinforcing bar may be arranged between the formwork and the partitioning frame.
【0017】また、低放射性廃棄物の粉砕物又は焼却灰
を処理する場合には放射能汚染が懸念される。かかる場
合には防護層の外表面に放射線を遮断する性質のある
層、例えばステンレス鋼又は鉛の層を形成するようにし
てもよい。In the case of treating pulverized low radioactive waste or incinerated ash, radioactive contamination is a concern. In such a case, a layer having a property of blocking radiation, for example, a layer of stainless steel or lead may be formed on the outer surface of the protective layer.
【0018】[0018]
【発明の実施の形態】以下、本発明を具体例に基づいて
詳細に説明する。図1及び図2は本発明に係る廃棄物の
処理方法の好ましい実施形態を模式的に示す。産業廃棄
物や家庭廃棄物の焼却灰や汚泥、蛍光灯やブラウン管の
破砕片等の廃棄物を処理する場合、これらの粉粒状、小
片状又は泥状の廃棄物を生コンクリートと混練する一
方、図2の(a)に示されるように上面の開口したボック
ス状の型枠10を平面矩形状、例えば縦1m、横1m、
高さ1mの大きさに組付け、背後を補強パイプ11で補
強する。なお、型枠10は他の平面形状、例えば円形状
としてもよい。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to specific examples. FIG. 1 and FIG. 2 schematically show a preferred embodiment of a waste disposal method according to the present invention. When processing wastes such as incinerated ash and sludge of industrial waste and household waste, crushed pieces of fluorescent lamps and cathode ray tubes, etc., these powdery, granular or muddy wastes are mixed with ready-mixed concrete. As shown in FIG. 2 (a), a box-shaped formwork 10 having an open upper surface is formed in a flat rectangular shape, for example, 1 m long, 1 m wide,
It is assembled to a height of 1 m, and the back is reinforced with a reinforcing pipe 11. The mold 10 may have another planar shape, for example, a circular shape.
【0019】次に、型枠10内にコンクリートを所定高
さ、例えば15cmの高さに打設し、外側10cm程度
の幅で平坦な面を残して表面を凹凸状に形成し、防護層
20の底部21を構築する。Next, concrete is poured into the mold 10 at a predetermined height, for example, a height of 15 cm, and the surface is formed unevenly except for a flat surface having a width of about 10 cm outside. Build the bottom 21 of
【0020】防護層20の底部21が構築できると、図
2の(b)に示されるように、型枠10よりも所定寸法だけ
小さい平面矩形状、例えば縦80cm、横80cm、高
さ15〜20cm程度の仕切り枠12を防護層20の底
部21上に設置する。なお、仕切り枠12は型枠10と
相似の平面形状とするのがよいが、強度を確保できれば
他の平面形状としてもよい。When the bottom 21 of the protective layer 20 can be constructed, as shown in FIG. 2B, a flat rectangular shape smaller than the mold 10 by a predetermined dimension, for example, 80 cm long, 80 cm wide and 15 to 15 cm high. A partition frame 12 of about 20 cm is placed on the bottom 21 of the protective layer 20. The partition frame 12 preferably has a planar shape similar to the mold frame 10, but may have another planar shape as long as strength can be secured.
【0021】そして、仕切り枠12の外側にコンクリー
トを所定高さ、例えば10cm程度に打設するととも
に、仕切り枠12内側には上記混練物を上記打設した防
護層20のコンクリートの高さとほぼ等しい高さ、例え
ば10cm程度まで充填する。Then, concrete is poured into the outside of the partition frame 12 to a predetermined height, for example, about 10 cm, and the inside of the partition frame 12 is approximately equal to the concrete height of the protective layer 20 into which the above-mentioned kneaded material is placed. Fill to a height, for example, about 10 cm.
【0022】防護層20のコンクリートの打設及び混練
物の充填が完了すると、仕切り枠12をほぼ10cm程
度引き上げる。すると、仕切り枠12を引き上げた隙間
には内側混練物から廃棄物によって汚れたコンクリート
が外側に向けて浸出するとともに、外側の防護層20か
ら清浄なコンクリートが内側に向けて浸出し、両コンク
リートが混ざり合って中間層40を構築することができ
る。When the concrete has been poured into the protective layer 20 and the kneaded material has been filled, the partition frame 12 is pulled up by about 10 cm. Then, the concrete contaminated by the waste is leached outward from the inner kneaded material into the gap where the partition frame 12 is lifted, and clean concrete is leached inward from the outer protective layer 20, so that both concretes are leached. The intermediate layer 40 can be mixed.
【0023】この中間層40のコンクリートは図1の
(c)に示されるように、外側コンクリート22から内側
混練物30に向けて汚れが連続的に上昇したような特性
を有し、外側コンクリート22と内側混練物30とを強
固に一体化することとなる。The concrete of the intermediate layer 40 is shown in FIG.
As shown in (c), the outer concrete 22 has such a characteristic that the dirt continuously rises from the outer concrete 22 toward the inner kneaded material 30, and the outer concrete 22 and the inner kneaded material 30 are strongly integrated. Becomes
【0024】その後、外側コンクリート22の打設及び
混練物の充填と、仕切り枠12の引き上げによる中間層
40の構築とを型枠10の所定高さまで繰り返し、最後
に仕切り枠12を取り去り、型枠10の上端部分にコン
クリートを打設し、コンクリートが固化すると、型枠1
0を取り外す。Thereafter, the casting of the outer concrete 22 and the filling of the kneaded material, and the construction of the intermediate layer 40 by raising the partition frame 12 are repeated up to a predetermined height of the mold frame 10, and finally the partition frame 12 is removed. Concrete is poured into the upper end portion of the mold 10 and when the concrete solidifies, the form 1
Remove 0.
【0025】すると、図1に示されるように、廃棄物と
コンクリートとを混練して固化させた混練物30の外側
を、接着機能を奏する中間層40を介してコンクリート
製の防護層20が密閉した構造物が得られる。Then, as shown in FIG. 1, the outside of the kneaded material 30 obtained by kneading and solidifying the waste and the concrete is sealed by the protective layer 20 made of concrete via the intermediate layer 40 having an adhesive function. The resulting structure is obtained.
【0026】外側の防護層20と内側の混練物固化体3
0とは中間層40によってほぼ一体化され、全体として
一体のコンクリートブロックとなっているので、防護層
20に何らかの衝撃が加わっても、固まった混練層30
が防護層20を補強し、全体として衝撃を吸収するの
で、防護層20にクラックが入ったり、あるいは防護層
20が破損したりすることはない。The outer protective layer 20 and the inner kneaded material solidified body 3
0 is substantially integrated with the intermediate layer 40 to form an integral concrete block as a whole. Therefore, even if any impact is applied to the protective layer 20, the kneaded kneading layer 30 is hardened.
However, the protective layer 20 reinforces the protective layer 20 and absorbs impact as a whole, so that the protective layer 20 is not cracked or the protective layer 20 is not damaged.
【0027】その結果、廃棄物が重金属やダイオキシン
等の有害物質を高濃度に含んでいる場合にも有害物質が
環境に流出するおそれはなく、廃棄物処理の安全性を保
証できる。As a result, even when the waste contains a high concentration of harmful substances such as heavy metals and dioxins, there is no risk of the harmful substances leaking into the environment, and the safety of the waste treatment can be guaranteed.
【図1】 本発明に係る廃棄物の処理方法の好ましい実
施形態を模式的に示す図である。FIG. 1 is a diagram schematically showing a preferred embodiment of a waste disposal method according to the present invention.
【図2】 上記実施形態において得られた構造を模式的
に示す図である。FIG. 2 is a diagram schematically showing a structure obtained in the embodiment.
【符号の説明】 10 型枠 20 防護層 21 防護層の底部 22 防護層の側部 23 防護層の蓋部 30 混練物 40 中間層[Description of Signs] 10 Formwork 20 Protective layer 21 Bottom of protective layer 22 Side of protective layer 23 Cover of protective layer 30 Kneaded material 40 Intermediate layer
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C02F 11/00 101 B09B 3/00 ZAB ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C02F 11/00 101 B09B 3/00 ZAB
Claims (4)
クリートで固化して処理するにあたり、 上面の開口したボックス状の型枠内に所定の厚さにコン
クリートを打設して防護層の底部を形成し、 上記型枠内の防護層の底部上に所定の厚みを有する平面
閉形状の仕切り枠を載置し、上記仕切り枠と型枠との間
に防護層を構成するコンクリートを打設するとともに、
仕切り枠の内側に廃棄物とコンクリートの混練物を上記
防護層を構成するコンクリートの高さとほぼ等しいか又
はそれ以下の高さまで充填し、 上記仕切り枠をほぼ上記防護層を構成するコンクリート
の高さにほぼ等しいか又はそれ以上の高さまで引き上げ
て、防護層を構成するコンクリートと混練物中のコンク
リートとが混ざりあった中間層を形成した後、打設した
コンクリート及び充填した混練物を固化させ、外側の防
護層と内側の混練物の固化物を中間層によって相互に一
体化するようにしたことを特徴とする廃棄物の処理方
法。1. When powdery, granular, small or muddy waste is solidified with concrete and treated, concrete is poured into a box-shaped form with an open upper surface to a predetermined thickness to protect it. Forming a bottom of the layer, placing a flat closed partition having a predetermined thickness on the bottom of the protective layer in the mold, and forming a protective layer between the partition and the mold. And
The inside of the partition frame is filled with the kneaded material of waste and concrete to a height substantially equal to or less than the height of the concrete constituting the protective layer, and the height of the concrete constituting the protective layer substantially fills the partition frame. After raising to a height approximately equal to or higher than the height, and forming an intermediate layer in which the concrete constituting the protective layer and the concrete in the kneaded material are mixed, the cast concrete and the filled kneaded material are solidified, A method for treating waste, wherein a solidified product of an outer protective layer and an inner kneaded material is integrated with each other by an intermediate layer.
設及び上記混練物の充填と、上記仕切り枠の引き上げと
を所定の高さずつ上記型枠のほぼ全高にわたって繰り返
した後、上記型枠の上端部位にコンクリートを打設して
内側の混練物を防護層内に密閉するようにした請求項1
記載の廃棄物の処理方法。2. The casting of the concrete constituting the protective layer, the filling of the kneaded material, and the lifting of the partition frame are repeated by a predetermined height over substantially the entire height of the mold frame. 2. A concrete material is poured into an upper end portion to seal an inner kneaded material in a protective layer.
Waste treatment method as described.
し、上記混練物と防護層の底部とを密着させるようにし
た請求項1又は2記載の廃棄物の処理方法。3. The method for treating waste according to claim 1, wherein the bottom surface of the protective layer is formed in an irregular shape so that the kneaded material and the bottom of the protective layer are brought into close contact with each other.
筋を配筋するようにした請求項1ないし3のいずれかに
記載の廃棄物の処理方法。4. The waste disposal method according to claim 1, wherein a reinforcing reinforcing bar is arranged between the formwork and the partitioning frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001061731A JP4583635B2 (en) | 2001-03-06 | 2001-03-06 | Waste disposal method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001061731A JP4583635B2 (en) | 2001-03-06 | 2001-03-06 | Waste disposal method |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002263625A true JP2002263625A (en) | 2002-09-17 |
JP4583635B2 JP4583635B2 (en) | 2010-11-17 |
Family
ID=18920973
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001061731A Expired - Fee Related JP4583635B2 (en) | 2001-03-06 | 2001-03-06 | Waste disposal method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4583635B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006256305A (en) * | 2005-02-15 | 2006-09-28 | Yasuo Misumi | Concrete block and its manufacturing method |
-
2001
- 2001-03-06 JP JP2001061731A patent/JP4583635B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006256305A (en) * | 2005-02-15 | 2006-09-28 | Yasuo Misumi | Concrete block and its manufacturing method |
Also Published As
Publication number | Publication date |
---|---|
JP4583635B2 (en) | 2010-11-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4919569A (en) | Process for disposing of waste | |
JP5085945B2 (en) | Disposal of granular waste | |
KR100930080B1 (en) | The solid block of the environmental pollution material | |
JP2013160754A (en) | Treatment method for waste containing radioactive substance and corrosion resistant tank used in treatment method | |
JP2002263625A (en) | Method for treating waste | |
JP6057514B2 (en) | Radioactive waste storage container | |
KR101079046B1 (en) | Treatment method for harmful waste | |
JPS5952242B2 (en) | Landfill construction method | |
JP3059703U (en) | Industrial waste treatment structure | |
JP4977120B2 (en) | Waste detoxified concrete hermetic block and its manufacturing method | |
KR101082377B1 (en) | Airtight container for harmful waste | |
US6010624A (en) | Contaminated sediment treatment process | |
JP3735850B2 (en) | Waste disposal methods | |
JP2948130B2 (en) | How to treat muddy or granular waste | |
JP2006256305A (en) | Concrete block and its manufacturing method | |
CN213591369U (en) | Disposal structure of mercury-containing lamp tube | |
JP2002066524A (en) | Sealing method for contaminated soil | |
JP3331364B2 (en) | Industrial waste pit | |
JP2993515B2 (en) | Radioactive waste treatment method | |
JP2003033743A (en) | Treatment method for lumpish contaminant and treatment bag | |
JPH05272133A (en) | Pile head treating method of cast-in-place concrete pile | |
JPH08155415A (en) | Method for bottom sludge deep bed replacing treatment of waste | |
JP2007152332A (en) | Hazardous waste detoxification and disposal process | |
JPH03290209A (en) | Manufacture of stone for rock fill for sheathing | |
JPH04135687A (en) | Building material for throwing contaminant |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20080306 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20090430 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100803 |
|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20100901 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130910 Year of fee payment: 3 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |