JP2015073981A - Disposal method of burned residue - Google Patents

Disposal method of burned residue Download PDF

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JP2015073981A
JP2015073981A JP2013214199A JP2013214199A JP2015073981A JP 2015073981 A JP2015073981 A JP 2015073981A JP 2013214199 A JP2013214199 A JP 2013214199A JP 2013214199 A JP2013214199 A JP 2013214199A JP 2015073981 A JP2015073981 A JP 2015073981A
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divided
plastic
incineration residue
layered body
solidified
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JP6261277B2 (en
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栄一 斉藤
Eiichi Saito
栄一 斉藤
文紀 弘末
Noritoshi Hirosue
文紀 弘末
島岡 隆行
Takayuki Shimaoka
隆行 島岡
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Hazama Ando Corp
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Abstract

PROBLEM TO BE SOLVED: To solve a problem of conventional techniques and to provide a disposal method of a burned residue where: intermediate soil covering and the like are omitted; the treatment cost of a leachate is suppressed; a disposal field can be used at an early stage; there is no risk of settlement in future; and landfill disposal can be performed with working efficiency not inferior to conventional methods.SOLUTION: A disposal method of a burned residue comprises: a kneaded object formation step; a layered body formation step; a plastic fluid layer formation step; and a solidified board formation step. In the plastic fluid layer formation step, cement and water are permeated around the particles of the burned residue by applying surface vibration to the surface of a layered body where a non-flowable plastic kneaded object kneaded by the addition of the cement and water to the burned residue is layered and then a plastic fluid layer with flowability is formed. The burned residue is disposed by stacking two or more solidified boards due to the repeat of the steps. The plastic kneaded object in a subsequent step is directly placed and spread on the solidified board and the upper layer and the lower layer of the solidified boards are continuously formed.

Description

本願発明は、廃棄物焼却残渣の処分に関するものであり、より具体的には、セメント及び水を添加して焼却残渣を固化させたうえで埋立処分する焼却残渣処分方法に関するものである。   The present invention relates to disposal of waste incineration residues. More specifically, the present invention relates to an incineration residue disposal method in which cement and water are added to solidify the incineration residue and then landfilled.

近年、国や自治体を中心とする様々な取り組みによって、我が国の廃棄物の排出量は減少傾向にある。それでも年間4億トンを超える大量の廃棄物が排出されており、処分場の確保はやはり大きな問題である。廃棄物の内訳をみると、一般廃棄物が約4,500万トンで産業廃棄物は約3.9億トンが排出されており、産業廃棄物が全体の9割近くを占めている。   In recent years, the amount of waste in Japan has been declining due to various efforts centered on the national and local governments. Still, over 400 million tons of waste is discharged annually, and securing a disposal site is still a big problem. Looking at the breakdown of waste, general waste is about 45 million tons and industrial waste is about 390 million tons, and industrial waste accounts for nearly 90% of the total.

産業廃棄物や一般廃棄物は、資源化されるものと処分されるものに大別され、処分されるものはさらに焼却されるものとそうでないものに分けられる。例えば一般廃棄物の場合、処分される廃棄物は焼却施設に直接送られるものと、中間処理施設に送られるものに分かれ、中間処理施設で生じた処理残渣のうち焼却されるものは改めて焼却施設に送られる。そして、中間処理施設で生じた処理残渣のうち焼却されないものと、焼却施設で生じた焼却残渣は、最終処分場に送られる。   Industrial waste and general waste are broadly classified into those to be recycled and those to be disposed of, and those to be disposed are further classified into those that are incinerated and those that are not. For example, in the case of general waste, the waste to be disposed of is divided into those that are sent directly to the incineration facility and those that are sent to the intermediate treatment facility. Of the processing residues generated at the intermediate treatment facility, those that are incinerated are newly incinerated. Sent to. And the thing which is not incinerated among the processing residues produced in the intermediate treatment facility and the incineration residue produced in the incineration facility are sent to the final disposal site.

最終処分場で埋立処分される一般廃棄物は年間約500万トンで、そのうち焼却残渣の量は約350万トンであり、全体の7割が焼却残渣で占められている。一方の産業廃棄物は、最終処分場で埋立処分される年間約1400万トンのうち約800万トンが焼却残渣であり、こちらも半分以上が焼却残渣となっている。このように現状の最終処分場は、いわば「灰捨て場」の様相を呈している。   General waste landfilled at the final disposal site is approximately 5 million tons per year, of which approximately 3.5 million tons of incineration residues, 70% of which is occupied by incineration residues. On the other hand, of industrial waste, about 8 million tons are incineration residue out of about 14 million tons disposed annually at the final disposal site, and more than half is also incineration residue. In this way, the current final disposal site looks like an “ash dumping site”.

焼却残渣は、主灰と飛灰に区別される。焼却施設の炉の底などで集めたものが主灰(ボトムアッシュ)であり、集塵装置で集めたものやボイラーなどに付着したものが飛灰(フライアッシュ)である。飛灰は、主灰に対して約1/3程度しか排出されないが、主灰に比べてダイオキシン類や、鉛、亜鉛、カドミウムといった重金属などを多く含む。そのため、焼却残渣を最終処分場で埋立処分する前に、飛灰に液体キレート剤を添加する処理を行っている。液体キレート剤との化学結合によって、飛灰中の重金属イオンが環境中に溶出しにくくなるわけである。   Incineration residue is classified into main ash and fly ash. The main ash (bottom ash) is collected at the bottom of the furnace of the incineration facility, and the one collected by the dust collector or attached to the boiler is fly ash (fly ash). Fly ash is discharged only about 1/3 of the main ash, but contains more dioxins, heavy metals such as lead, zinc and cadmium than the main ash. Therefore, before the incineration residue is landfilled at the final disposal site, the liquid chelating agent is added to the fly ash. The chemical bond with the liquid chelating agent makes it difficult for heavy metal ions in fly ash to elute into the environment.

一般廃棄物の焼却残渣は一般廃棄物最終処分場で埋立処分され、産業廃棄物の廃棄物は管理型の最終処分場で埋立処分されることが多い。一般廃棄物最終処分場も「管理型」の最終処分場に分類されるもので、この管理型最終処分場は、処分場からの浸出水や周辺地下水などが省令で定める基準を満たすように維持管理しなければならない。さらに、管理型最終処分場を廃止するためには、場内で集められた保有水の水質が、2年以上にわたって所定の排水基準等に適合していると認められることが必要とされている。そのため、管理型最終処分場では、直接地山の上に焼却残渣等を埋め立てることはなく、図5に示すように、地山の上に遮水シートを敷設し、さらに保護層(砂や土砂)を設置したうえで、焼却残渣等を埋め立てている。   Incineration residue of general waste is often landfilled at a general waste final disposal site, and industrial waste is often landfilled at a managed final disposal site. General waste final disposal sites are also classified as “managed” final disposal sites, and this managed final disposal site is maintained so that the leachate from the disposal site and the surrounding groundwater meet the standards specified by the Ministerial Ordinance. Must be managed. Furthermore, in order to abolish the management-type final disposal site, it is necessary to recognize that the water quality collected in the site conforms to the specified drainage standards for over two years. Therefore, in the management-type final disposal site, incineration residue or the like is not directly buried on the natural ground, but as shown in Fig. 5, a water shielding sheet is laid on the natural ground and a protective layer (sand or earth and sand) is installed. In addition, incineration residue etc. are reclaimed.

ところが、図5のような対策を施したとしても、必ずしも省令基準を満たすとはいえず、処分場からの浸出水をある程度貯留し、これを水処理したうえで排出しているのが現状である。つまり、多くの管理型最終処分場は維持管理さえ難しい状況にあり、廃止に至るまでには20〜30年かかるといわれ、極めて長い期間最終処分場として運営しなければならない。したがって、浸出水の排出処理など維持管理にかかる費用がかさむうえ、跡地として上空利用するまでに相当な期間を要することとなる。   However, even if measures such as those shown in Fig. 5 are taken, it does not necessarily meet the ministerial ordinance standards, and the amount of leachate from the disposal site is stored to some extent and is discharged after being treated with water. is there. In other words, many management-type final disposal sites are difficult to maintain, and it is said that it will take 20 to 30 years to abolish them, and they must be operated as final disposal sites for an extremely long period. Therefore, costs for maintenance such as discharge treatment of leachate are increased, and a considerable period of time is required until the site is used as a site.

また、跡地利用の面では別の問題もある。管理型最終処分場で埋立処分するものの大部分は焼却残渣であることは既に述べたとおりである。焼却残渣は無機物であり、二酸化炭素などのガスが発生することは考えにくいが、現実には焼却残渣の中には燃え残りのものもあり、これが原因でガスを発生させる可能性がある。通常、ガスの発生は長期間に渡って生じるもので、例えば最終処分場を跡地利用した後にガスが発生すると、その発生分だけ跡地は沈下することになり、跡地上に建てた施設や構造物に影響を及ぼすことになる。   In addition, there is another problem in terms of site use. As already mentioned, most of the landfill disposal at the managed final disposal site is incineration residue. Incineration residue is an inorganic substance, and it is unlikely that gas such as carbon dioxide is generated, but in reality, there are some incineration residues that remain unburned, which may cause gas generation. Normally, gas generation occurs over a long period of time. For example, if gas is generated after using the site of the final disposal site, the site will sink as much as that occurs, and facilities and structures built on the site of the site Will be affected.

さらに、従来の管理型最終処分場には、処分場の空間利用の面でも問題がある。管理型最終処分場に運ばれた焼却残渣は、例えば50cm層に敷き均され、ブルドーザなどの重機によって転圧される。既述のとおり、飛灰は液体キレート剤の添加処理がされているので、当初はある程度湿気を帯びているが、その後乾燥すれば飛散しやすい状態になる。そのため、飛散防止対策を施す必要があり、図5や図6に示すように転圧後の焼却残渣の上には中間覆土が設置される。中間覆土は5〜6層積み重ねた焼却残渣の上に設置されるものであるため、焼却残渣が露出する期間が生ずる。そこで昨今では、日々の埋立作業後に覆土を行う即日覆土(デイリーカバー)が主流になっている。   Furthermore, the conventional managed final disposal site also has a problem in terms of space utilization of the disposal site. The incineration residue transported to the managed final disposal site is spread, for example, in a 50 cm layer and rolled by a heavy machine such as a bulldozer. As described above, since the fly ash is treated with the addition of the liquid chelating agent, it initially has a certain degree of moisture, but if it is then dried, the fly ash is likely to be scattered. Therefore, it is necessary to take measures to prevent scattering, and as shown in FIGS. 5 and 6, intermediate cover soil is installed on the incineration residue after rolling. Since the intermediate covering soil is installed on the incineration residue stacked 5 to 6 layers, a period in which the incineration residue is exposed occurs. Therefore, in recent years, the same-day covering (daily cover) that covers the soil after daily landfill work has become the mainstream.

中間覆土や即日覆土を設置するということは、その分焼却残渣が埋立できないことを意味している。首都圏における最終処分場の残余容量は1500万m足らずであり、その残余年数が4年といわれているように、処分場の空間確保は極めて重要な問題である。故に、中間覆土や即日覆土を省略することのできる処分方法が求められていた。 The installation of intermediate and same-day soil means that the incineration residue cannot be landfilled. The remaining capacity of final disposal sites in the Tokyo metropolitan area is a not trivial 15 million m 3, so that the remaining number of years is said to be four years, space ensure the disposal site is a very important issue. Therefore, there was a need for a disposal method that could omit intermediate cover and same day cover.

そこで特許文献1では、焼却残渣などの無機廃棄物を固化させて処分する手法を提案している。具体的には、無機廃棄物を低密度廃棄物と高密度廃棄物に分け、それぞれ水とセメントを混ぜて2種類の混練物を作る。そして、一方の混練物を型枠内に打設し、他方を異なる場所に打設したのち、それぞれ固化させる手法である。この手法によれば、焼却残渣を含む塊が固化するので、飛散防止の中間覆土や即日覆土を必要とせず、浸出水の抑制や、将来の処分地沈下を抑えることができる。   Therefore, Patent Document 1 proposes a method of solidifying and disposing of inorganic waste such as incineration residue. Specifically, inorganic waste is divided into low-density waste and high-density waste, and water and cement are mixed to make two types of kneaded materials. Then, one kneaded product is placed in a mold and the other is placed in a different place and then solidified. According to this method, since the lump containing the incineration residue is solidified, it is possible to suppress leachate and prevent future settlement of the disposal site without requiring intermediate covering soil for preventing scattering or same-day covering soil.

ところで、ある物質をセメント系固化材で固化する場合、配合によっては種々の問題が生ずることがある。例えば、ワーカビリティ向上のため水の量を増加すると、ブリージングを起こし、これに伴うクラックが発生するという問題が生ずる。また、強度向上のためセメント量を増加すると、水和熱の上昇に伴う内部拘束を招き、いわゆる温度ひび割れが発生するという問題が生ずる。   By the way, when a certain substance is solidified with a cement-type solidifying material, various problems may occur depending on the formulation. For example, when the amount of water is increased to improve workability, there is a problem in that breathing occurs and cracks associated therewith occur. In addition, when the amount of cement is increased to improve the strength, there is a problem in that internal restraint is accompanied by an increase in heat of hydration and so-called temperature cracking occurs.

これまでに本願出願人は、セメント系固化材で対象物を固化する際に生ずる上記問題を解決する好適な技術である「超流体工法」を提案している。例えば特許文献2は、セメント、石炭灰、水(最適含水比程度)を練り混ぜて混練物を生成し、この混練物を施工現場まで搬送し、搬送された先で、混練物に振動を加えて流動状態にして、所定箇所に打設する方法が提案されている。この技術によれば、混練物はただ単に湿り気のある粉体の状態を保つため、これを扱う搬送手段や混練手段には、ほとんど混練物が付着しない。その結果、搬送手段や練混手段の掃除が容易であるとともに、材料を無駄なく使用できる。   So far, the applicant of the present application has proposed a “superfluid construction method” which is a suitable technique for solving the above-described problems that occur when an object is solidified with a cement-based solidifying material. For example, patent document 2 knead | mixes cement, coal ash, and water (about an optimal water content ratio), produces | generates a kneaded material, conveys this kneaded material to a construction site, and adds a vibration to a kneaded material at the conveyed tip. A method has been proposed in which it is placed in a fluidized state and placed at a predetermined location. According to this technique, the kneaded material is simply kept in a wet powder state, so that the kneaded material hardly adheres to the conveying means and kneading means for handling the kneaded material. As a result, the conveying means and the kneading means can be easily cleaned and the material can be used without waste.

特開2010−207669号公報JP 2010-207669 A 特開平10−311142号公報Japanese Patent Laid-Open No. 10-311142

特許文献1の手法はいくつかの効果があるものの、混練物を打設するための型枠や、この型枠を押さえるための仮設堰堤用重りなどが必要であり、これらを設置するためのスペースも必要となる。したがって、一度に埋めてできる処分量が制限されることになり、しかも型枠の組みばらしや他の仮設工を要し、単にブルドーザ転圧するだけの従来手法に比して大幅に作業効率が劣ることとなる。   Although the method of Patent Document 1 has several effects, it requires a formwork for placing the kneaded material, a temporary dam weight for holding the formwork, and the space for installing these. Is also required. Therefore, the amount of disposal that can be filled at one time is limited, and the work efficiency is significantly inferior compared with the conventional method of simply rolling the bulldozer, which requires assembly of the formwork and other temporary work. It will be.

本願発明の課題は、従来技術が抱える問題を解決することであり、すなわち、中間覆土等を省略し、浸出水の処理費用を抑え、早期に処分場を利用でき、将来沈下するおそれがなく、しかも従来手法に劣ることのない作業効率で、焼却残渣を埋立処分することのできる焼却残渣の処分方法を提供することである。   The subject of the present invention is to solve the problems of the prior art, i.e., omitting the intermediate cover, etc., suppressing the treatment cost of leachate, can use the disposal site at an early stage, there is no risk of sinking in the future, In addition, an incineration residue disposal method capable of landfilling the incineration residue with work efficiency not inferior to the conventional method is provided.

本願発明は、出願人が開発した超流体工法を応用して焼却残渣を処分するという点に着目してなされたものであり、焼却残渣の粒子間に水とセメントを浸透させることでより密実な固化盤を形成するというこれまでにない発想に基づいて行われたものである。   The present invention was made by paying attention to the disposal of incineration residues by applying the superfluid method developed by the applicant, and by making water and cement permeate between the particles of the incineration residue, it is more precise. This was based on an unprecedented idea of forming a solidified board.

本願発明の焼却残渣処分方法は、混練物形成工程、層状体形成工程、塑性流体層形成工程、固化盤形成工程を備えた方法である。混練物形成工程は、焼却残渣にセメントと水を添加して混練することで、非流動性の塑性混練物を形成する工程である。層状体形成工程は、処分場の所定位置に、塑性混練物を層状に敷き均すことで、塑性混練物の層状体を形成する工程である。塑性流体層形成工程は、層状体の表面に対して面振動を与えることで、焼却残渣の粒子の周囲にセメント及び水を浸透させ、流動性の塑性流体層を形成する工程である。固化盤形成工程は、所定時間待機して塑性流体層を固化させることで、固化盤を形成する工程である。上記工程を繰り返し行うことで2以上の固化盤を積み重ねていき、焼却残渣を処分する。なお、後続工程の塑性混練物は、既設の固化盤の上に直接敷き均され、上層と下層の固化盤は連続して形成される。   The incineration residue disposal method of the present invention is a method including a kneaded product forming step, a layered body forming step, a plastic fluid layer forming step, and a solidifying disc forming step. The kneaded product forming step is a step of forming a non-flowable plastic kneaded product by adding cement and water to the incineration residue and kneading. The layered body forming step is a step of forming a layered body of the plastic kneaded material by spreading the plastic kneaded material in layers at a predetermined position of the disposal site. The plastic fluid layer forming step is a step of forming a fluid plastic fluid layer by infiltrating cement and water around the particles of the incineration residue by applying surface vibration to the surface of the layered body. The solidifying disk forming step is a step of forming a solidifying disk by waiting for a predetermined time and solidifying the plastic fluid layer. By repeating the above steps, two or more solidification boards are stacked, and the incineration residue is disposed of. Note that the plastic kneaded material in the subsequent process is directly spread on an existing solidification board, and the upper and lower solidification boards are formed continuously.

本願発明の焼却残渣処分方法は、2以上に平面分割された分割固化盤からなる固化盤を形成する方法とすることもできる。この場合の層状体形成工程では、分割固化盤に相当する範囲で分割層状体を形成し、この分割層状体は、側面(後続工程で形成される分割固化盤と接する側面)が傾斜した側面として形成される。また、塑性流体層形成工程では、分割層状体の上面及び傾斜した側面に対して面振動を与えることで分割塑性流体層を形成し、固化盤形成工程では、傾斜した側面を含む分割固化盤を形成する。既設の分割固化盤に隣接する後続工程の分割塑性混練物は、既設の分割固化盤の傾斜した側面に接するように敷き均される。このように、2以上の連続する分割固化盤によって1層の固化盤が形成される。   The incineration residue disposal method of the present invention can also be a method of forming a solidification board composed of divided solidification boards divided into two or more planes. In the layered body forming step in this case, a divided layered body is formed in a range corresponding to the divided solidified disk, and the divided layered body is formed as a side surface with inclined side surfaces (side surfaces in contact with the divided solidified disk formed in the subsequent process). It is formed. In the plastic fluid layer forming step, the divided plastic fluid layer is formed by applying surface vibration to the upper surface and the inclined side surface of the divided layered body. In the solidifying plate forming step, the divided solidified plate including the inclined side surface is formed. Form. The divided plastic kneaded material in the subsequent process adjacent to the existing divided solidification board is spread and placed so as to contact the inclined side surface of the existing divided solidification board. Thus, one layer of solidification disk is formed by two or more continuous divided solidification disks.

本願発明の焼却残渣処分方法は、さらに搬入工程を備えた方法とすることもできる。搬入工程は、処分場内に焼却残渣を搬入する工程であり、この場合、混練物形成工程は処分場内で行われる。   The incineration residue disposal method of the present invention may be a method further including a carry-in process. The carrying-in process is a process of carrying in the incineration residue into the disposal site. In this case, the kneaded product forming step is performed in the disposal site.

本願発明の焼却残渣処分方法には、次のような効果がある。
(1)焼却残渣にセメントと水を添加して混練した状態は概ねスランプ0cmの非流動状態であるが、これに面振動を与えることで流動性が増し、極めて密実な固化体が得られる。具体的には、透水係数10−7〜10−9(cm/s)オーダーの固化盤が形成されることから、雨水など外部からの浸透水を排除でき、焼却残渣中にある重金属等に由来する有害物質の浸出を抑えることができる。その結果、単位浸出水に係る処理費が飛躍的に軽減されるうえ、浸出水そのものが大幅に減少することから、浸出水の処理全体にかかる費用が著しく軽減される。
(2)上記のとおり、透水係数10−7〜10−9(cm/s)オーダーの固化盤が形成され、焼却残渣中の有害物質の浸出を抑えることができるため、従来(20〜30年)に比べ極めて短い期間(概ね2.5年)で処分場を廃止し、跡地として利用することができる。
(3)焼却残渣中には有機物が少なくケイ素やアルミナ分が多量に含まれているため、水とセメントの水和反応により、安定した結晶体(固化体)が生成される。したがって、二酸化炭素等のガス発生などに伴う沈下現象が生じることがなく、早期に安心して跡地を利用することができる。
(4)安定した固化盤を形成しながら焼却残渣を埋立処分していくため、焼却残渣の飛散を防止する中間覆土や即日覆土を必要としない。その結果、中間覆土や即日覆土に相当する分だけ多くの焼却残渣を埋立処分することができる。なお、本願発明の場合、セメントを混入する必要があるが、試算した結果、使用するセメント量を差し引いてもなお全体の15%ほど処分量が改善されることが分かっている。
(5)分割塑性流体層の側面は自立することができるので、型枠を用いる必要がなく、その結果、従来工法と同等以上の効率で埋立作業を行うことができる。
(6)焼却残渣は埋立処分された固化盤が積み重なり固化地盤となる。この固化地盤は剛体であるため、従来の処分場に比べ地震に対して強く抵抗することができる。また、既述のとおり雨水等は固化地盤内へ浸透し難く、その結果、固化地盤内にすべり面や崩壊面が形成されにくいことから、従来の処分場に比べ豪雨等に対して容易に崩壊することがない。
The incineration residue disposal method of the present invention has the following effects.
(1) The state in which cement and water are added to the incineration residue and kneaded is generally a non-fluid state of slump 0 cm, but by imparting surface vibration to this, the fluidity is increased and an extremely dense solidified body is obtained. . Specifically, since a solidified board having a water permeability coefficient of 10 −7 to 10 −9 (cm / s) is formed, it is possible to eliminate permeated water from the outside such as rain water, and it is derived from heavy metals etc. in the incineration residue Leaching of harmful substances can be suppressed. As a result, the treatment cost for the unit leachate is drastically reduced, and the leachate itself is greatly reduced, so that the overall leachate treatment cost is significantly reduced.
(2) As described above, a solidification board having a hydraulic conductivity of 10 −7 to 10 −9 (cm / s) order is formed, and leaching of harmful substances in the incineration residue can be suppressed. The disposal site can be abolished and used as a site in an extremely short period of time (approximately 2.5 years).
(3) Since the incineration residue contains a small amount of organic substances and contains a large amount of silicon and alumina, a stable crystal (solidified) is generated by the hydration reaction of water and cement. Therefore, the subsidence phenomenon accompanying the generation of gas such as carbon dioxide does not occur, and the ruins can be used with confidence at an early stage.
(4) Since incineration residue is landfilled while forming a stable solidification board, no intermediate or same-day soil covering is required to prevent the incineration residue from scattering. As a result, a large amount of incineration residue corresponding to the intermediate covering and the same day covering can be landfilled. In the case of the present invention, it is necessary to mix cement, but as a result of trial calculation, it has been found that even if the amount of cement used is subtracted, the disposal amount is still improved by about 15%.
(5) Since the side surface of the divided plastic fluid layer can be self-supporting, it is not necessary to use a mold, and as a result, the landfill operation can be performed with an efficiency equal to or higher than that of the conventional method.
(6) The incineration residue will be solidified ground by stacking the solidified landfill. Since this solidified ground is a rigid body, it can be more resistant to earthquakes than conventional disposal sites. In addition, as described above, rainwater and the like hardly penetrate into the solidified ground, and as a result, it is difficult to form a slip surface or a collapsed surface in the solidified ground. There is nothing to do.

本願発明の焼却残渣処分方法の一連の流れを示す説明図。Explanatory drawing which shows a series of flows of the incineration residue disposal method of this invention. 本願発明の焼却残渣処分方法の一連の流れを示すフロー図。The flowchart which shows a series of flows of the incineration residue disposal method of this invention. 塑性混練物の層状体を形成する過程を示す部分断面図。The fragmentary sectional view which shows the process in which the layered body of plastic kneaded material is formed. 塑性流体層を形成する状況を示す説明図。Explanatory drawing which shows the condition which forms a plastic fluid layer. 従来の管理型最終処分場の構造を示す部分断面図。The fragmentary sectional view which shows the structure of the conventional management type final disposal site. 従来の管理型最終処分場における中間覆土を説明する部分断面図。The fragmentary sectional view explaining the intermediate | middle cover soil in the conventional management type final disposal site.

本願発明の焼却残渣処分方法の実施形態の一例を、図に基づいて説明する。   An example of an embodiment of the incineration residue disposal method of the present invention will be described with reference to the drawings.

1.全体概要
図1は、本願発明の焼却残渣処分方法の一連の流れを示す説明図である。この図を参考に、まずは本願発明の全体概要について説明する。はじめに密閉型のダンプトラックDtなどの輸送車によって、飛灰を含む焼却残渣が最終処分場内に搬入され、所定の場所で降ろされる(図1のA)。この焼却残渣に適量の水とセメントを添加し、スタビライザーやバックホウBhによって混練する(図1のB)。このとき、別途用意したミキシングプラントによって混練することもできる。焼却残渣、適量の水、セメントを混練した結果得られるものが、スランプ0cm程度の「非流動性の塑性混練物」である。次に、バックホウBhなどの重機によって非流動性の塑性混練物を層状に敷き均し、「塑性混練物の層状体」を形成する(図1のC)。
1. Overall Overview FIG. 1 is an explanatory diagram showing a series of flows of the incineration residue disposal method of the present invention. With reference to this figure, the general outline of the present invention will be described first. First, an incineration residue containing fly ash is carried into a final disposal site by a transport vehicle such as a sealed dump truck Dt, and is dropped at a predetermined location (A in FIG. 1). Appropriate amounts of water and cement are added to the incineration residue and kneaded with a stabilizer or a backhoe Bh (B in FIG. 1). At this time, it can also knead | mix by the mixing plant prepared separately. What is obtained as a result of kneading incineration residue, an appropriate amount of water and cement is a “non-flowable plastic kneaded product” having a slump of about 0 cm. Next, the non-flowable plastic kneaded material is spread in layers by a heavy machine such as a backhoe Bh to form a “layered body of plastic kneaded material” (C in FIG. 1).

塑性混練物の層状体が形成されると、バックホウBhなどに装着した振動版Vbによって、層状体の表面から面振動を与える(図1のD)。非流動性の塑性混練物に振動を与えると、焼却残渣の粒子の周囲(粒子間)にセメントと水が浸透していき、約30〜60秒間の振動で塑性混練物の層状体は流体化し、「流動性の塑性流体層」が形成される。その状態で待機(養生)すると、およそ1日後には流動性の塑性流体層が固化した「固化盤」が形成される。これらの工程(図1のA〜D)を繰り返して複数層の固化盤を積み重ねていき、焼却残渣を埋立処分する。   When the layered body of the plastic kneaded material is formed, surface vibration is applied from the surface of the layered body by the vibration plate Vb attached to the backhoe Bh or the like (D in FIG. 1). When vibration is applied to a non-flowable plastic kneaded product, cement and water permeate around the particles of the incineration residue (between particles), and the layered body of the plastic kneaded product is fluidized by vibration for about 30 to 60 seconds. , A “fluid plastic fluid layer” is formed. When waiting (curing) in this state, after about one day, a “solidification board” is formed in which the fluid plastic fluid layer is solidified. These steps (A to D in FIG. 1) are repeated to stack a plurality of solidification boards, and the incineration residue is landfilled.

以下、図2に示すフロー図にしたがって、本願発明の焼却残渣処分方法を構成する主な要素ごとに詳しく説明する。   Hereinafter, according to the flowchart shown in FIG. 2, it demonstrates in detail for every main element which comprises the incineration residue disposal method of this invention.

2.保護工
はじめに、最終処分場として焼却残渣を受け入れるため、図5に示すように、掘削整形された地山上に遮水シートを敷設する(Step10)。遮水シート敷設後、その上から砂や土砂を使用した保護層を設置し(Step20)、焼却残渣の受け入れを開始する。
2. Protection Work First, in order to accept the incineration residue as a final disposal site, as shown in FIG. 5, a water shielding sheet is laid on the excavated and shaped natural ground (Step 10). After laying the water-impervious sheet, a protective layer using sand or earth and sand is installed from above (Step 20), and acceptance of the incineration residue is started.

3.搬入工程
既述のとおり、焼却施設等で発生した一般廃棄物や産業廃棄物の焼却残渣は、密閉型のダンプトラックDtなどの輸送車によって、最終処分場まで搬入され、処分場の所定位置に降ろされる(Step30)。
3. As described above, the incineration residue of general waste and industrial waste generated in incineration facilities etc. is carried to the final disposal site by a transport vehicle such as a sealed dump truck Dt and placed at a predetermined position in the disposal site. It is lowered (Step 30).

4.混練物形成工程
焼却残渣に水とセメントを添加し、所定の機械(もしくは人力)で混練(撹拌〜混ぜ合わせ)する(Step40)。この焼却残渣には飛灰が含まれ、後に説明する超流体状態とするためには全体の1/2(つまり、飛灰:主灰=50:50)以上の飛灰を含むことが望ましい。添加するセメント量は焼却残渣に対して少量であり、例えば焼却残渣とセメントの重量比は95:5〜80:20とすることができる。また、水セメント比(W/C)はできるだけ小さくなるよう配合され、セメント量に対して適量の水が添加される。なお、ここで添加するセメントは、ポルトランドセメントをはじめ、高炉セメント、フライアッシュセメント、シリカセメント、アルミナセメント、他のセメント系固化材など、種々のものを採用することができる。
4). Kneaded product forming step Water and cement are added to the incineration residue and kneaded (stirring to mixing) with a predetermined machine (or human power) (Step 40). This incineration residue contains fly ash, and in order to obtain a superfluid state, which will be described later, it is desirable to contain more than half of the fly ash (that is, fly ash: main ash = 50: 50). The amount of cement to be added is small with respect to the incineration residue. For example, the weight ratio between the incineration residue and the cement can be 95: 5 to 80:20. Moreover, it mix | blends so that water cement ratio (W / C) may become as small as possible, and a suitable quantity of water is added with respect to cement amount. In addition, various cements such as Portland cement, blast furnace cement, fly ash cement, silica cement, alumina cement, and other cement-based solidifying materials can be adopted as the cement added here.

適量の水のみを加えて水セメント比を小さくする理由は、後の工程で与える面振動によって混練物を密実に固化させ、その結果小さな透水係数を得るためである。ここで「適量」の水について説明する。後述するように10−7〜10−9(cm/s)オーダーの透水係数を得るためには、焼却残渣の粒子配置を一様かつ密実の状態にする必要があり、そのためには水を加えて混練物を液状化させる必要がある。しかしながら過大の水を添加すると、塑性状態が維持できなくなり混練物の取り扱いが困難になるし、ブリージングの問題もあって適切な強度が発現されず所望の透水係数は得られない。また、少量の水では十分な液状化が期待できないうえ、温度ひび割れが発生するおそれもある。したがって、適量の水が必要となるわけであるが、この適量を定める手法としては最適含水比を基準とする手法が例示できる。締固めの程度を表す値として、一般に乾燥単位体積重量(乾燥密度)が用いられており、この値が大きいほど強度が増大し、締固めの程度が向上し、透水係数は小さくなる。同じ締固め条件でも、含有する水量によって得られる乾燥単位体積重量は異なり、最も大きな乾燥単位体積重量を与える含水比が「最適含水比」である。なお、現場で大量に締固めることもあることから、混練物最適含水比より若干量だけ増やした水量を「適量の水」として定めることが望ましい。 The reason for reducing the water-cement ratio by adding only an appropriate amount of water is to solidify the kneaded material densely by surface vibration given in the subsequent process, and as a result, to obtain a small water permeability coefficient. Here, “appropriate amount” of water will be described. As will be described later, in order to obtain a hydraulic conductivity of the order of 10 −7 to 10 −9 (cm / s), it is necessary to make the particle arrangement of the incineration residue uniform and solid. In addition, the kneaded product must be liquefied. However, if excessive water is added, the plastic state cannot be maintained and handling of the kneaded product becomes difficult, and due to the problem of breathing, an appropriate strength is not expressed and a desired water permeability cannot be obtained. Further, sufficient liquefaction cannot be expected with a small amount of water, and temperature cracking may occur. Therefore, an appropriate amount of water is required, and as a method for determining the appropriate amount, a method based on the optimal water content ratio can be exemplified. As a value representing the degree of compaction, the dry unit volume weight (dry density) is generally used. As this value is increased, the strength is increased, the degree of compaction is improved, and the water permeability coefficient is decreased. Even under the same compaction conditions, the dry unit volume weight obtained differs depending on the amount of water contained, and the water content ratio that gives the largest dry unit volume weight is the “optimum water content ratio”. It should be noted that the amount of water slightly increased from the optimum water content ratio of the kneaded material is preferably determined as “appropriate amount of water” because a large amount may be compacted on site.

ここの混練工程で得られるのが、非流動性の「塑性混練物」である。非流動性の塑性混練物は、湿った土のような状態で、いわゆる0スランプの状態である。後に説明する「流動性の塑性流体層」に比べると、ここで得られる塑性混練物の流動性は極めて小さい。   What is obtained in this kneading step is a non-flowable “plastic kneaded product”. The non-flowable plastic kneaded material is in a so-called zero slump state in a moist soil state. Compared to the “fluid plastic fluid layer” described later, the fluidity of the plastic kneaded product obtained here is extremely small.

5.層状体形成工程
塑性混練物が形成できると、バックホウBhなどの重機を使用して層状に敷き均し「塑性混練物の層状体」を形成する(Step50)。図3は、塑性混練物の層状体を形成する過程を示す部分断面図である。塑性混練物の層状体は、例えば50cm程度の等厚で処分場内一面に敷き均された層である。通常、処分場の面積は広大であり、つまり塑性混練物の層状体も大きな面積をもつ。したがって、搬入される焼却残渣の量や、敷き均しの施工能力にもよるが、通常は一日の作業で1層すべてを仕上げることはなく、平面的に分割して仕上げていくことが多い。便宜上、平面分割された塑性混練物の層状体を、ここでは「分割層状体10」といい、これを固化させたものを「分割固化盤20」という。
5. Layered body forming step When a plastic kneaded material can be formed, it is spread and layered using a heavy machine such as a backhoe Bh to form a "layered body of plastic kneaded material" (Step 50). FIG. 3 is a partial cross-sectional view showing a process of forming a layered body of a plastic kneaded product. The layered body of the plastic kneaded material is a layer that is spread over the entire surface of the disposal site with an equal thickness of, for example, about 50 cm. Usually, the area of the disposal site is vast, that is, the layered body of the plastic kneaded material also has a large area. Therefore, although it depends on the amount of incineration residue to be carried in and the leveling capacity, it is usually not necessary to finish all the layers in a single day, but in many cases it is divided and finished in plane. . For the sake of convenience, the layered body of the plastic kneaded product divided into planes is referred to herein as “divided layered body 10”, and the solidified body is referred to as “divided solidification board 20”.

分割して層状体を形成すると、図3に示すように他の分割固化盤20や保護層(地山)に接することのない独立した側面10aが一時的に形成される。この独立した側面10aは、後続工程で形成される分割層状体10(図では破線で示す)と接する側面10aであり、いわば打継ぎ面であることからここでは便宜上、「打継ぎ側面10a」ということとする。埋め立てるものが流体であれば打継ぎ側面10aには型枠が必要となるが、既述のとおり塑性混練物は0スランプ状態であって、鉛直面でも自立することが可能であり、打継ぎ側面10aには型枠を必要としない。   When the layered body is formed by dividing, an independent side surface 10a that does not contact the other divided solidification board 20 or the protective layer (natural ground) is temporarily formed as shown in FIG. The independent side surface 10a is a side surface 10a in contact with the divided layered body 10 (shown by a broken line in the drawing) formed in a subsequent process, and is a so-called joining surface. I will do it. If the material to be reclaimed is a fluid, a formwork is required for the joining side surface 10a. However, as described above, the plastic kneaded material is in a zero slump state, and can be self-supported even on a vertical surface. 10a does not require a formwork.

塑性混練物は鉛直面でも自立できるが、図3に示すように打継ぎ側面10aは傾斜させる。その理由は、次工程で行われる面振動の施工性向上を図るためである。打継ぎ側面10aを鉛直面とし自立させた場合、面的に加振することがやや困難であり、打継ぎ側面10aが所定の角度で傾斜していると面振動が容易となる。なお、面振動が施工しやすい傾斜角度(水平面と打継ぎ側面10aがなす角度)は、焼却残渣の性質、あるいは添加する材料や配合などによって異なるが、概ね20°〜40°の範囲が例示できる。   Although the plastic kneaded material can be self-supporting even on a vertical surface, the joining side surface 10a is inclined as shown in FIG. The reason is to improve the workability of surface vibration performed in the next process. When the joining side surface 10a is self-supporting as a vertical surface, it is somewhat difficult to vibrate surface-wise, and surface vibration becomes easy when the joining side surface 10a is inclined at a predetermined angle. The inclination angle at which surface vibration can be easily applied (the angle formed by the horizontal surface and the joining side surface 10a) varies depending on the properties of the incineration residue, the material to be added, the composition, and the like, but a range of approximately 20 ° to 40 ° can be exemplified. .

6.塑性流体層形成工程
分割層状体10が形成されると、今度は「分割塑性流体層」を形成する(Step60)。図4は、分割塑性流体層30を形成する状況を示す説明図である。この図に示すように、分割塑性流体層30は、分割層状体10の表面、具体的には上面10bと打継ぎ側面10aに対して、外部から面振動を与えることで形成される。その手段としては、バックホウBhなどの重機に取り付けた振動板Vbなど従来からある種々のものを採用することができ、例えば振動数3,000〜5,000rpm、振幅0.5〜2.0mmで加振することができる。
6). Plastic Fluid Layer Forming Step When the divided layered body 10 is formed, a “divided plastic fluid layer” is formed (Step 60). FIG. 4 is an explanatory diagram showing a situation in which the divided plastic fluid layer 30 is formed. As shown in this figure, the divided plastic fluid layer 30 is formed by applying surface vibration from the outside to the surface of the divided layered body 10, specifically, the upper surface 10b and the joining side surface 10a. As the means, various conventional ones such as a diaphragm Vb attached to a heavy machine such as a backhoe Bh can be adopted. For example, at a frequency of 3,000 to 5,000 rpm and an amplitude of 0.5 to 2.0 mm. Can be vibrated.

塑性混練物に対して面部振動を与えることで、分割層状体10を非流体の状態から流体状(超流体状態)に変える。焼却残渣のように球形の粒子を比較的多く含むものは、振動が与えられるとその中に含まれる球形粒子のベアリング効果によって粒子間が分離しやすく、その結果粒子の周囲には水分とセメント分がまんべんなく行き渡っていく。そして塑性混練物は有効応力を失い、間隙水圧のみとなって液状化現象を起こす。塑性混練物が液状化したものが分割塑性流体層30(超流体層)であり、いわばプリン状の層に変化する。この分割塑性流体層30は、液状化により粒子配置が一様かつ密実となっており、しかも、焼却残渣中には有機物が少なくケイ素やアルミナ分が多量に含まれているため水とセメントの水和反応により安定した結晶体(固化体)が生成される。この状態で固化したものは、ひび割れが少なく高強度なものであり、10−7〜10−9(cm/s)オーダーの透水係数が得られるわけである。 By applying surface vibration to the plastic kneaded material, the divided layered body 10 is changed from a non-fluid state to a fluid state (superfluid state). Incineration residues such as those containing a relatively large amount of spherical particles can be easily separated from each other by virtue of the bearing effect of the spherical particles contained in the particles when vibration is applied. Go around evenly. The plastic kneaded material loses effective stress and causes only a pore water pressure to cause a liquefaction phenomenon. A liquefied plastic kneaded product is a divided plastic fluid layer 30 (superfluid layer), which changes to a pudding-like layer. The divided plastic fluid layer 30 has a uniform and solid particle arrangement due to liquefaction, and the incineration residue contains a small amount of organic substances and a large amount of silicon and alumina, so that water and cement are not mixed. A stable crystal body (solidified body) is generated by the hydration reaction. What solidified in this state has few cracks and high strength, and a water permeability coefficient of the order of 10 −7 to 10 −9 (cm / s) is obtained.

7.固化盤形成工程
分割塑性流体層30が形成されると、固化するまで(およそ1日)待機する(Step70)。このとき、特になにも施すことなく待機してもよいし、シート等を使用した養生を行ってもよい。分割層状体10が固化した結果得られるのが「分割固化盤20」である。分割固化盤20が形成されると、図2のStep50〜Step70の工程を繰り返し(ループA)、隣接する分割固化盤20を形成していき、1層すべての固化盤200(図3)を完成させる(Step80)。
7). Solidification board formation process When the division plastic fluid layer 30 is formed, it waits until it solidifies (about 1 day) (Step 70). At this time, you may wait without performing anything especially, and you may perform the curing using a sheet | seat etc. FIG. The “division solidification board 20” is obtained as a result of the divisional layered body 10 solidifying. When the divided solidification board 20 is formed, the steps 50 to 70 in FIG. 2 are repeated (loop A) to form the adjacent division solidification board 20 and complete the solidification board 200 (FIG. 3) for one layer. (Step 80).

8.最終覆土
図2のStep50〜Step80工程を繰り返して(ループB)、固化盤200を計画の段数(層数)まで積み重ねていって全層の固化盤200を仕上げる(Step90)。このとき、図3に示すように中間覆土や即日覆土でカバーすることなく、下層の固化盤200上に直接分割層状体10を敷き均していく。そして、最終(最上)の固化盤200が形成されると、その上に最終覆土でカバーして(Step100)、最終処分場が完成される。
8). Final Covering Step 50 to Step 80 in FIG. 2 are repeated (Loop B), and the solidification board 200 is stacked up to the planned number of layers (number of layers) to finish the solidification board 200 of all layers (Step 90). At this time, as shown in FIG. 3, the divided layered body 10 is spread directly on the lower solidifying board 200 without being covered with the intermediate covering or the same day covering. Then, when the final (top) solidifying board 200 is formed, it is covered with the final covering (Step 100), and the final disposal site is completed.

本願発明の焼却残渣処分方法は、一般廃棄物最終処分場や産業廃棄物の管理型最終処分場で特に有効に実施することができる。本願発明は、いままさに喫緊の課題となっている「最終処分場の残容量の逼迫」に対して好適な解決策を提供することを考えれば、産業上利用できるばかりでなく社会的にも大きな貢献を期待し得る発明である。   The incineration residue disposal method of the present invention can be particularly effectively implemented at a general waste final disposal site or an industrial waste management final disposal site. The invention of the present application is not only industrially applicable but also socially large, considering that it provides a suitable solution to the squeeze of the remaining capacity of the final disposal site, which is now an urgent issue. It is an invention that can be expected to contribute.

10 分割層状体
10a 打継ぎ側面
10b 分割層状体の上面
20 分割固化盤
200 固化盤
30 分割塑性流体層
Bh バックホウ
Dt (密閉型の)ダンプトラック
Vb 振動版
DESCRIPTION OF SYMBOLS 10 Divided layered body 10a Joint side surface 10b Upper surface of divided layered body 20 Divided solidification board 200 Solidification board 30 Divided plastic fluid layer Bh Backhoe Dt (sealed type) dump truck Vb Vibration plate

Claims (3)

焼却残渣を処分する方法において、
前記焼却残渣に、セメント及び水を添加して混練することで、非流動性の塑性混練物を形成する混練物形成工程と、
前記処分場の所定位置に、前記塑性混練物を層状に敷き均すことで、該塑性混練物の層状体を形成する層状体形成工程と、
前記層状体の表面に対して面振動を与えることで、前記焼却残渣の粒子の周囲にセメント及び水を浸透させ、流動性の塑性流体層を形成する塑性流体層形成工程と、
所定時間待機して前記塑性流体層を固化させることで、固化盤を形成する固化盤形成工程と、を備え、
前記固化盤の上に直接、後続工程の塑性混練物が敷き均されて、上層の固化盤が形成され、前記処分場内に2以上の固化盤を積み重ねることで前記焼却残渣を処分する、ことを特徴とする焼却残渣処分方法。
In the method of disposing of incineration residue,
A kneaded product forming step of forming a non-flowable plastic kneaded product by adding cement and water to the incineration residue and kneading; and
A layered body forming step of forming a layered body of the plastic kneaded material by spreading the plastic kneaded material in layers at a predetermined position of the disposal site;
A plastic fluid layer forming step of forming a fluid plastic fluid layer by infiltrating cement and water around the particles of the incineration residue by applying surface vibration to the surface of the layered body;
By solidifying the plastic fluid layer waiting for a predetermined time, a solidifying disk forming step for forming a solidified disk, and
The plastic kneaded material of the subsequent process is spread directly on the solidification board to form an upper solidification board, and the incineration residue is disposed by stacking two or more solidification boards in the disposal site. Characterized incineration residue disposal method.
前記固化盤は、2以上に平面分割された分割固化盤からなり、
前記層状体形成工程では、前記分割固化盤に対応する範囲で分割層状体を形成し、該分割層状体は、後続工程で形成される分割固化盤と接する側面が、傾斜した側面として形成され、
前記塑性流体層形成工程では、前記分割層状体の上面及び前記傾斜した側面に対して面振動を与えることで分割塑性流体層を形成し、
前記固化盤形成工程では、前記傾斜した側面を含む前記分割固化盤を形成し、
前記分割固化盤の前記傾斜した側面に接して、後続工程の分割塑性混練物が敷き均されて、隣接の分割固化盤が形成され、2以上の連続する前記分割固化盤によって1層の前記固化盤が形成される、ことを特徴とする請求項1記載の焼却残渣処分方法。
The solidification board is composed of a division solidification board divided into two or more planes,
In the layered body forming step, a divided layered body is formed in a range corresponding to the divided solidified disk, and the divided layered body is formed as an inclined side surface in contact with the divided solidified disk formed in a subsequent process,
In the plastic fluid layer forming step, a divided plastic fluid layer is formed by applying surface vibration to the upper surface and the inclined side surface of the divided layered body,
In the solidification board forming step, the divided solidification board including the inclined side surfaces is formed,
The divided plastic kneaded material of the subsequent process is spread and in contact with the inclined side surface of the divided solidifying disk to form an adjacent divided solidified disk, and the solidification of one layer is formed by two or more continuous divided solidified disks. The incineration residue disposal method according to claim 1, wherein a board is formed.
前記処分場内に前記焼却残渣を搬入する搬入工程を、さらに備え、
前記混練物形成工程は、前記処分場内で行われる、ことを特徴とする請求項1又は請求項2記載の焼却残渣処分方法。
A loading step of loading the incineration residue into the disposal site,
The incineration residue disposal method according to claim 1 or 2, wherein the kneaded product forming step is performed in the disposal site.
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