JP5029453B2 - Transportation method of landfill ash - Google Patents

Transportation method of landfill ash Download PDF

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JP5029453B2
JP5029453B2 JP2008077114A JP2008077114A JP5029453B2 JP 5029453 B2 JP5029453 B2 JP 5029453B2 JP 2008077114 A JP2008077114 A JP 2008077114A JP 2008077114 A JP2008077114 A JP 2008077114A JP 5029453 B2 JP5029453 B2 JP 5029453B2
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JP2009227528A (en
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高彦 鹿野
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Ube Corp
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本発明は、埋め立て処分した都市ゴミ等の焼却灰を掘り起こし、セメント原料として再資源化を行う際の、埋立灰の輸送方法に関する。   The present invention relates to a method for transporting landfill ash when excavating incineration ash such as municipal waste that has been disposed of in landfill and recycling it as a cement raw material.

都市ゴミ焼却灰をはじめとする各種の焼却灰は、一般的に処分場に埋立て処分されているが、最近、処分場の容量が逼迫し、さらに新設用地の確保の困難性から、この埋立地を掘り起こして、埋め立てた焼却灰(以降、埋立灰と記載)をセメント原料として再資源化し、処分場の延命化を図ることが検討されている。   Various types of incineration ash, including municipal waste incineration ash, are generally disposed of in landfills.Recently, the capacity of the landfills has been tightened, and this landfill has been difficult due to the difficulty in securing new land. It has been studied to extend the life of the disposal site by excavating the ground and recycling the landfilled incineration ash (hereinafter referred to as landfill ash) as a raw material for cement.

埋立灰には有害なダイオキシンが含まれる事もあるため、埋立灰が飛散等しないように、密閉した輸送方法で輸送を行う必要がある。また、埋立灰は屋外で雨などにさらされており、15乃至35重量%の水分を含んでいる。このため、空気輸送する際に輸送配管の曲がり部などを起点として埋立灰の付着が発生し、配管の閉塞などのトラブルにより輸送が困難となる問題があった。特に、輸送距離が20乃至50メートル以上の遠方であれば、その影響が顕著であり短時間で配管が閉塞することもあった。   Since landfill ash may contain harmful dioxins, it is necessary to transport the landfill ash in a sealed manner so that the landfill ash does not scatter. In addition, landfill ash is exposed to rain or the like outdoors and contains 15 to 35% by weight of water. For this reason, when transporting pneumatically, landfill ash adheres from the bent portion of the transport pipe, and there is a problem that the transport becomes difficult due to troubles such as blockage of the pipe. In particular, when the transport distance is 20 to 50 meters or more, the influence is remarkable, and the piping may be blocked in a short time.

埋立灰の輸送機としては、一般的には密閉型のチェンコンベアや垂直ベルトコンベアなどの輸送機を使用することが多い。しかし、これらの輸送機は配置に制限や設置には広い空間が必要であった。また、埋立灰のベルト等輸送機への付着などによるトラブルが懸念されるなどの問題点があった。   As the landfill ash transporter, generally, a transporter such as a closed chain conveyor or a vertical belt conveyor is often used. However, these transport aircraft require a large space for restrictions on placement and installation. In addition, there are problems such as concern about troubles due to adhesion of landfill ash to belts and other transportation equipment.

焼却灰等の輸送工程におけるハンドリング性の改善として、特許文献1には、廃プラスチックを加熱溶融した状態で焼却灰と混練して固形化しハンドリング性を改善し粉塵発生対策を行う技術が記載されている。しかし、熱を加えるという工程を必要とする。また、特許文献2には、水を多量に混入して、即ち、スラリー化してポンプにて長距離を輸送するものが開示されている。しかし、埋立灰は高温での処理が必要であるので、キルン窯尻部の高温部へ直接投入するため、水を多量に使用すると水分の蒸発、加熱に要する熱損失が増大する、さらにセメント製造装置の運転悪化が生じてしまうなどの輸送上、なお運転上の課題が存在していた。
特開2002−66499号公報 特開2004−97865号公報
As an improvement in handling properties in the transportation process of incineration ash, etc., Patent Document 1 describes a technique for improving the handling property by mixing with incineration ash in a state in which waste plastic is heated and melted to improve handling and taking measures against dust generation Yes. However, a process of applying heat is required. Patent Document 2 discloses that a large amount of water is mixed, that is, slurryed and transported over a long distance by a pump. However, landfill ash needs to be treated at a high temperature, so it is put directly into the high temperature part of the kiln kiln, so if a large amount of water is used, the heat loss required for water evaporation and heating increases. There were still operational problems in transportation such as deterioration of the operation of the equipment.
JP 2002-66499 A JP 2004-97865 A

本発明は、焼却灰を主とした埋立灰を空気輸送する際に、空気輸送管内への付着や閉塞などを軽減し、輸送の効率を向上させることを目的とする。   An object of the present invention is to reduce adhesion and blockage in an air transport pipe and improve transport efficiency when air transporting landfill ash mainly composed of incinerated ash.

本発明者は、埋立灰を空気輸送する条件を鋭意検討した結果、流動性補助剤として廃プラスチックを埋立灰に同伴すれば、空気輸送管の内部における埋立灰の付着や閉塞が軽減することを見出し、発明を完成させた。すなわち、本発明は、埋立灰を掘り起こし、掘り起こした埋立灰をセメントキルンの窯尻部に空気輸送する際に、埋立灰に廃プラスチックを同伴させて空気輸送することを特徴とする埋立灰の輸送方法である。廃プラスチックは、最長部が5から20mmであることが好ましい。また、埋立灰100重量部に対して、前記廃プラスチックを10乃至30重量部同伴させて空気輸送することが好ましい。   As a result of intensive studies on the conditions for pneumatically transporting the landfill ash, the present inventors have found that if waste plastic is accompanied with the landfill ash as a fluidity aid, adhesion and blockage of the landfill ash inside the air transport pipe will be reduced. The headline and invention were completed. That is, the present invention digs up the landfill ash, and when transporting the dug up landfill ash to the bottom of the kiln of the cement kiln, the landfill ash is accompanied by waste plastic and is transported by air. Is the method. The waste plastic preferably has a longest portion of 5 to 20 mm. In addition, it is preferable that 10 to 30 parts by weight of the waste plastic is accompanied by pneumatic transportation with respect to 100 parts by weight of landfill ash.

本発明によれば、埋立灰が空気輸送の配管に付着する現象や閉塞することを軽減することができ、埋立灰のキルンへの投入が長期連続的に行うことができる。この結果、セメントキルンの連続安定した操業を行うことができ生産性が向上する。   According to the present invention, it is possible to reduce the phenomenon that landfill ash adheres to the piping for pneumatic transportation and clogging, and landfill ash can be continuously charged into the kiln. As a result, the cement kiln can be operated continuously and stably, and the productivity is improved.

都市ゴミ焼却灰、下水汚泥焼却灰、上水汚泥焼却灰などを主とする最終処分場としての埋立て物は、一部の物についてセメントクリンカの原燃料として再資源化が可能である。この埋立て物を掘削し掘り起こす。掘り起こした現地にて、樹脂の燃えガラ、石、コンクリート、非磁性金属などの大きな異物は風力選別機などで除去され、さらに鉄などの磁性金属は磁選機によって除去される。次に、篩い装置によってサイズが40mm以下に篩われて、埋立灰としてセメントクリンカの原燃料に利用可能なサイズの粉粒体にする。埋立灰1は、最長辺が40mm以下で平均サイズが5〜15mmであることが好ましい。この埋立灰は、ダンプトラックなどの車両に積載されてセメント工場へ搬入される。   Landfills as final disposal sites mainly composed of municipal waste incineration ash, sewage sludge incineration ash, and water sewage sludge incineration ash can be recycled as raw materials for cement clinker. Excavate and dig up this landfill. At the excavated site, large foreign substances such as resin burning glass, stones, concrete, and non-magnetic metals are removed by a wind separator, and magnetic metals such as iron are removed by a magnetic separator. Next, the size is sieved to 40 mm or less by a sieving device to form a granular material having a size that can be used as a raw material for cement clinker as landfill ash. The landfill ash 1 preferably has a longest side of 40 mm or less and an average size of 5 to 15 mm. This landfill ash is loaded onto a vehicle such as a dump truck and carried into a cement factory.

図1に示すように、セメント工場の受入れタンク4などの貯蔵設備に受入れられた埋立灰1は、別置の廃プラスチックタンク3に貯蔵された廃プラスチック2と最適な配合比でそれぞれ抜き出され混合される。ここに、廃プラスチック2はポリエチレン、ポリプロピレン、ポリスチレン、PET、ナイロンなどを素材とした軟質フラフ状の樹脂類を主体とするが、ゴム、木屑、紙、繊維、油脂などの可燃性廃棄物が混入していてもよい。   As shown in FIG. 1, landfill ash 1 received in a storage facility such as a receiving tank 4 of a cement factory is extracted with waste plastic 2 stored in a separate waste plastic tank 3 at an optimum blending ratio. Mixed. Here, the waste plastic 2 is mainly composed of soft fluffy resins made of polyethylene, polypropylene, polystyrene, PET, nylon, etc., but it contains flammable waste such as rubber, wood chips, paper, fiber, and oil. You may do it.

前記廃プラスチック2は、あらかじめ破砕され、40mmの篩いを全量通過して、最長辺が5から20mm、平均サイズが10mm程度のものが好ましい。
また、全体の重量比率で10乃至30重量%程度の表面が尖った塊からなるサイコロ状の硬質樹脂が混入していることが望ましい。30重量%を越えると、空気輸送管8内で窯尻部9へ輸送する途中配管の上昇部や上り傾斜部で、配管内に堆積や閉塞を起こす可能性があるからである。
The waste plastic 2 is preferably crushed in advance, passes through the entire 40 mm sieve, and has a longest side of 5 to 20 mm and an average size of about 10 mm.
Further, it is desirable that dice-like hard resin composed of a lump having a sharp surface of about 10 to 30% by weight as a whole is mixed. This is because if it exceeds 30% by weight, there is a possibility of causing accumulation or clogging in the piping at the rising portion or the upward inclined portion of the piping that is being transported to the kiln bottom 9 within the air transport tube 8.

この埋立灰1と廃プラスチック2を埋立灰は、各々の貯蔵タンクから、それぞれ秤量器で重量が計量されて最適な配合比で混合される。廃プラスチック2の最適な配合比は、埋立灰100重量部に対して10乃至30重量%、好ましくは20乃至30重量%同伴させる。廃プラスチック中に前述の硬質樹脂が多く含まれる場合には、埋立灰に対する廃プラスチック比率は定性的には小さくて済む。   The landfill ash 1 and the waste plastic 2 are mixed with an optimum blending ratio by weighing each of the landfill ash from each storage tank with a weighing machine. The optimum blending ratio of the waste plastic 2 is 10 to 30% by weight, preferably 20 to 30% by weight, with respect to 100 parts by weight of landfill ash. If the hard plastic contains a large amount of the hard resin, the ratio of waste plastic to landfill ash can be qualitatively small.

図1と図2に示すように、埋立灰1と廃プラスチック2が配合された後、密閉された空気圧送装置7の空気によって専用の空気輸送管8でセメントキルン14の窯尻部9へ輸送される。最終的には、窯尻部9に取り付けた専用の円筒管11から噴出され、セメントキルン14に投入される。セメントキルン14はキルンバーナー19からの燃焼熱が排ガスファン20から排出されるので、窯尻部9の雰囲気温度は、一般には1000乃至1200℃である。そのため、投入された廃プラスチックはすぐに燃焼し、また埋立灰の水分もすぐに蒸発する。セメントキルン14内に投入された埋立灰は、セメント原料入口10から投入されたセメント原料と窯尻部9で一緒になって、キルンバーナー19の燃焼熱によって徐々に昇温しながら焼成されて、セメントキルン出口16ではセメントクリンカ15の一部となる。また、埋立灰の中の一部にダイオキシンなどが存在している場合もあるが、窯尻部9の高温処理によって、無害化することができる。   As shown in FIGS. 1 and 2, after the landfill ash 1 and the waste plastic 2 are blended, the air from the sealed pneumatic feeder 7 is transported to the kiln bottom 9 of the cement kiln 14 by the dedicated air transport pipe 8. Is done. Finally, it is ejected from a dedicated cylindrical tube 11 attached to the kiln butt portion 9 and put into a cement kiln 14. In the cement kiln 14, the combustion heat from the kiln burner 19 is discharged from the exhaust gas fan 20, so that the atmosphere temperature in the kiln bottom 9 is generally 1000 to 1200 ° C. For this reason, the waste plastic that has been put in burns immediately, and the water in the landfill ash also evaporates immediately. The landfill ash charged into the cement kiln 14 is combined with the cement raw material supplied from the cement raw material inlet 10 at the kiln bottom 9 and fired while gradually raising the temperature by the combustion heat of the kiln burner 19, The cement kiln outlet 16 becomes a part of the cement clinker 15. Moreover, although dioxin etc. may exist in some landfill ash, it can be made harmless by the high temperature process of the kiln bottom part 9. FIG.

廃プラスチックを混合した埋立灰の投入位置については、基本的には800℃以上の雰囲気領域であればよい。しかし、物理的には埋立灰を投入した後、比較的大きなサイズの埋立灰が炉内を落下して窯尻部9に着地するような炉の構造であれば、最下段サイクロンシュート17、またはライジングダクト12、または仮焼炉バーナー18が燃焼する仮焼炉13に投入してもよい。好ましくは、セメントキルン14の窯尻部9へ直接、投入した方が最もよい。800℃未満の雰囲気の温度領域へ投入すると、投入物の中に一部存在する可燃物や未燃物などの燃焼速度が遅くなり、燃え切らないうちに排気ファン20へ排出され、燃料資源を有効に利用せずに無駄にしてしまう。なお、炉への投入部の形状は空気輸送管8と同径の水平方向の円筒管11が好ましいが、水平より下向き方向角度0乃至60度の範囲であってもよい。   The input position of the landfill ash mixed with waste plastic may basically be an atmosphere region of 800 ° C. or higher. However, if the structure of the furnace is such that a relatively large size of landfill ash falls within the furnace and lands on the furnace bottom 9 after the landfill ash is physically injected, the bottom cyclone chute 17 or The rising duct 12 or the calcining furnace burner 18 may be put into the calcining furnace 13 where it burns. Preferably, it is best to directly put into the kiln bottom 9 of the cement kiln 14. If it is introduced into the temperature range of an atmosphere of less than 800 ° C, the burning speed of combustible and unburned materials that are partly present in the input is slowed down and exhausted to the exhaust fan 20 before it burns out. It is wasted without being used effectively. The shape of the charging portion into the furnace is preferably a horizontal cylindrical tube 11 having the same diameter as the air transport tube 8 but may be in a range of 0 to 60 degrees in the downward direction from the horizontal.

埋立灰に廃プラスチックを同伴させて空気輸送することにより、埋立灰の流動性を改善することができる機構は必ずしも明確ではないが、次のように推察している。
埋立灰は、その殆どを占める焼却灰である粒子に含水や付着をした水分が10乃至35重量%程度のものが多い。そのために粒子同士で付着をし易く、団子状態の粒子群になりやすく空気輸送の対象物としては好ましくない。また、空気輸送を行うための空気輸送管8の材質は、一般的には鉄製の金属であるので、水分が付着した焼却灰の粒子が空気輸送管8の内壁に付着しやすい。このために、空気輸送管8内で閉塞を起こしやすい。また、空気輸送管8の材質を耐磨耗樹脂で内張りしたものであれば、内壁への付着に限っては比較的少ないが、設備コストが高い欠点があり万全ではない。
配管内での固気混合作用が、廃プラスチックのうち主にフラフ状の薄片の撥水作用によって促進され、埋立灰が本来持っている高付着性特性が低下して、分散しやすくなると考えられ。また、硬質樹脂の尖り形状は配管内壁への埋立灰の付着を削り取る現象が起こり、配管内の付着性を低減しそれによって埋立灰の流動性を向上させ固気混合作用を促進させると推定している。
The mechanism that can improve the fluidity of landfill ash by carrying waste plastic with the landfill ash is not necessarily clear, but it is presumed as follows.
In many cases, landfill ash contains about 10 to 35% by weight of water containing or adhering to particles, which are incineration ash that occupies most of it. For this reason, the particles easily adhere to each other and are likely to become a particle group in a dumpling state, which is not preferable as an object for pneumatic transportation. Moreover, since the material of the air transport pipe 8 for performing air transport is generally an iron metal, particles of the incinerated ash to which moisture has adhered are likely to adhere to the inner wall of the air transport pipe 8. For this reason, the air transport pipe 8 is likely to be blocked. Moreover, if the material of the pneumatic transport pipe 8 is lined with an abrasion-resistant resin, it is relatively small in terms of adhesion to the inner wall, but there is a drawback in that the equipment cost is high and it is not perfect.
The solid-gas mixing action in the pipe is promoted mainly by the water-repellent action of fluffy flakes of waste plastic, and the high adhesion characteristics inherent in landfill ash are reduced, making it easier to disperse. . In addition, it is estimated that the sharp shape of hard resin causes the phenomenon of scraping landfill ash on the inner wall of the pipe, reducing the adhesion in the pipe, thereby improving the fluidity of landfill ash and promoting the solid-gas mixing action. ing.

また、前記硬質樹脂の重量比率が増加すると、さらに流動性を向上させることもできることは、次のように推察している。廃プラスチックが高撥水性の特徴をもっているために、埋立灰の粒子群に衝突して粒子群を解砕するばかりではなく、廃プラスチックの表面と埋立灰が付着し難い特性から、粒子群を分散させることに寄与すると推定される。慣性力の相対的に大きい前記硬質樹脂は粒子群を解砕する力は、軟質フラフ状の廃プラスチックよりも大きいため粒子相互間の付着性を低減させる効果がある。   Moreover, when the weight ratio of the said hard resin increases, it is guessed as follows that fluidity | liquidity can be improved further. Since the waste plastic has high water repellency, it not only collides with the particles of landfill ash and crushes the particles, but also disperses the particles due to the property that the surface of the waste plastic and the landfill ash are difficult to adhere. It is estimated that it contributes to making it. The hard resin having a relatively large inertial force has an effect of reducing adhesion between particles because the force for crushing the particle group is larger than that of the soft fluffy waste plastic.

そして、廃プラスチックには、前工程の破砕機で破砕された破砕面が鋭く尖っていることが多い。そのため、埋立灰と配合された後、空気輸送管8で圧送される際に、廃プラスチックにおいて特に硬質樹脂の尖端部で空気輸送管8の内壁部に付着した埋立灰が削ぎ取られて、付着が進行しない特性がある。廃プラスチック2の埋立灰1への配合比率が10重量%未満であれば、埋立灰が空気輸送管8内に付着量が多くなり、また、30重量%を超えると、廃プラスチック2の体積が大きくなり埋立灰の輸送処理能力が低下してくる。   And in waste plastic, the crushing surface crushed with the crusher of the previous process is often sharp. Therefore, after being blended with landfill ash, when being pumped by the air transport pipe 8, the landfill ash adhering to the inner wall portion of the air transport pipe 8 at the tip of the hard plastic is scraped off and adhered. There is a characteristic that does not progress. If the mixing ratio of the waste plastic 2 to the landfill ash 1 is less than 10% by weight, the amount of the landfill ash adhering in the air transport pipe 8 increases, and if it exceeds 30% by weight, the volume of the waste plastic 2 increases. It becomes larger and the transport capacity of landfill ash decreases.

このようにして、埋立灰に廃プラスチックを配合して風速が15乃至30メートル/秒程度が好ましい。風速が30メートル/秒を越えて窯尻部9へ投入すると、窯尻部9を大量にセメントキルン14へ向かって流れるセメント原料が再飛散して、セメントキルン14の通風が悪くなって酸素不足となるおそれがある。その結果、窯尻部9で未燃ガスが発生し、セメントキルン14の燃焼を悪化させるおそれがある。   Thus, waste plastic is mixed with landfill ash, and the wind speed is preferably about 15 to 30 meters / second. When the wind speed exceeds 30 meters / second and is thrown into the kiln bottom 9, a large amount of the cement raw material flowing toward the kiln 14 through the kiln bottom 9 is re-scattered, the ventilation of the cement kiln 14 becomes worse and oxygen is insufficient. There is a risk of becoming. As a result, unburned gas is generated in the kiln bottom 9 and there is a possibility that the cement kiln 14 is deteriorated in combustion.

図1と図2を用いながら、具体的な実験による実施例を説明する。実験を行ったセメント製造装置は、投入原料の予熱工程が5段式サイクロンを有し、仮焼炉13でセメント原料を仮焼させ、セメントキルン14でクリンカ焼成を行うセメント製造プラントである。   A specific experimental example will be described with reference to FIGS. 1 and 2. The cement production apparatus in which the experiment was conducted is a cement production plant in which the preheating process of the input raw material has a five-stage cyclone, the cement raw material is calcined in the calcining furnace 13, and the clinker is calcined in the cement kiln 14.

水分が23重量%で、最長辺サイズが40ミリメートル以下の埋立灰1は受入れタンク4に供給量を1.0t/hr(嵩比重1.4)で投入した。また、廃プラスチックタンク3からは廃プラスチック2の流量を0.2t/hr(嵩比重0.2)で抜き出し同時に受入れタンク4に投入した。この時の埋立灰の粒度分布は、表1の通りである。また、廃プラスチック2は、最長辺が20ミリメートル以下の破砕品であって、ポリエチレンフィルムやポリプロピレンフィルムを中心とする軟質でフラフ状のものが中心であるが、表面が尖った塊からなるABS樹脂を中心とするサイコロ状の硬質樹脂が5%重量程度混入している。   The landfill ash 1 having a moisture content of 23% by weight and a longest side size of 40 millimeters or less was charged into the receiving tank 4 at a supply rate of 1.0 t / hr (bulk specific gravity of 1.4). Further, the waste plastic 2 was extracted from the waste plastic tank 3 at a flow rate of 0.2 t / hr (bulk specific gravity 0.2) and simultaneously introduced into the receiving tank 4. The particle size distribution of the landfill ash at this time is as shown in Table 1. The waste plastic 2 is a crushed product having a longest side of 20 mm or less, mainly a soft and fluffy material centered on a polyethylene film or a polypropylene film, but an ABS resin comprising a lump with a sharp surface. About 5% by weight of a dice-like hard resin centering on is mixed.

Figure 0005029453
Figure 0005029453

受入れタンク4の中では、撹拌羽根5が設置され、スクリューが自転しながら、受入れタンク4のコーン部の内壁近辺を公転し周回する方法で、受入れタンク4内の撹拌と混合を行うようになっている。   In the receiving tank 4, a stirring blade 5 is installed, and stirring and mixing in the receiving tank 4 are performed by a method of revolving around the inner wall of the cone portion of the receiving tank 4 while the screw rotates. ing.

埋立灰と廃プラスチックが混合されたものが、受入れタンク4の下部から、ダブルロータリーフィーダ6を経由して空気輸送管8へ供給された。このダブルロータリーフィーダ6は、空気輸送管8内の圧送空気が受入れタンク4内にリークし難いようにする気密性が高い。空気輸送管8内部の圧送空気はルーツブロアー7を使用しており、管内空気量は74立方メートル/分で、管内風速が25メートル/秒であった。   A mixture of landfill ash and waste plastic was supplied from the lower part of the receiving tank 4 to the pneumatic transport pipe 8 via the double rotary feeder 6. The double rotary feeder 6 is highly airtight so that the compressed air in the pneumatic transport pipe 8 is less likely to leak into the receiving tank 4. Roots blower 7 was used as the compressed air inside the pneumatic transport pipe 8, the amount of air in the pipe was 74 cubic meters / minute, and the wind speed in the pipe was 25 meters / second.

空気輸送管8は、その先端が窯尻部9の位置でセメントキルン14の空洞芯に向けて水平方向に円筒管11を接続している。埋立灰と廃プラスチックの混合物は、窯尻部にセメントキルン14の中心に向けて投入された。なお、閉塞状態の検出には、配管内の各部圧力の検出により確認した。この方法にて埋立灰を空気輸送により、空気輸送管8への埋立灰の付着や空気輸送管8の閉塞など起こすことなく、連続安定した操業が可能であった。   The pneumatic transport pipe 8 has a tip connected to the cylindrical pipe 11 in the horizontal direction toward the hollow core of the cement kiln 14 at the position of the kiln bottom 9. The mixture of landfill ash and waste plastic was introduced toward the center of the cement kiln 14 at the bottom of the kiln. The blockage state was detected by detecting the pressure of each part in the pipe. By this method, the landfill ash was transported pneumatically, so that continuous and stable operation was possible without causing the landfill ash to adhere to the air transport tube 8 or to block the air transport tube 8.

なお、空気輸送が困難な条件の比較対象実験として、廃プラスチック2を供給しない状態で、他の条件は前記同様の実験を行った。その結果、60分程度で配管内部が閉塞した。また、廃プラスチックを0.1t/hrで供給し、他の条件は同様の実験を繰返し実験しても、240分程度で配管内部が閉塞した。   In addition, as an experiment to be compared under conditions in which pneumatic transportation is difficult, the same experiment as described above was performed with no waste plastic 2 being supplied. As a result, the inside of the piping was blocked in about 60 minutes. Moreover, waste plastic was supplied at 0.1 t / hr, and the piping was clogged in about 240 minutes even when the same experiment was repeated under other conditions.

本発明は、焼却灰をベースとした埋立灰を原燃料とするあらゆる産業において利用が可能であるが、各種汚染土壌、建設残土、各種汚泥など廃プラスチックが混入しても構わない廃棄物等の空気輸送に利用ができる。   The present invention can be used in all industries that use landfill ash based on incinerated ash as raw fuel, such as waste that may contain waste plastic such as various contaminated soil, construction residual soil, and various sludge. Can be used for pneumatic transportation.

本発明における埋立灰の空気輸送方法の概略図を示す。The schematic of the pneumatic transportation method of landfill ash in the present invention is shown. 本発明のセメントキルンへの投入位置を示す概略図である。It is the schematic which shows the injection | throwing-in position to the cement kiln of this invention.

符号の説明Explanation of symbols

1 埋立灰
2 廃プラスチック
3 廃プラスチックタンク
4 受入れタンク
5 撹拌羽根
6 ダブルロータリーフィーダ
7 空気圧送装置(ルーツブロアー)
8 空気輸送管
9 窯尻部
10 セメント原料入口
11 円筒管
12 ライジングダクト
13 仮焼炉
14 セメントキルン
15 セメントクリンカ
16 セメントキルン出口
17 最下段サイクロンシュート
18 仮焼炉バーナー
19 キルンバーナー
20 排ガスファン
1 Landfill Ash 2 Waste Plastic 3 Waste Plastic Tank 4 Receiving Tank 5 Stirring Blade 6 Double Rotary Feeder 7 Pneumatic Feeder (Roots Blower)
8 Pneumatic transport pipe 9 Kiln bottom 10 Cement raw material inlet 11 Cylindrical pipe 12 Rising duct 13 Calciner 14 Cement kiln 15 Cement clinker 16 Cement kiln outlet 17 Lowermost cyclone chute 18 Calciner burner 19 Kiln burner 20 Exhaust gas fan

Claims (3)

埋立灰を掘り起こし、掘り起こした埋立灰をセメントキルンの窯尻部に空気輸送する際に、埋立灰に廃プラスチックを同伴させて空気輸送することを特徴とする埋立灰の輸送方法。 A method for transporting landfill ash, characterized in that when landfill ash is dug up and the landfill ash dug up is transported pneumatically to the bottom of a kiln of a cement kiln, waste plastic is accompanied with the waste plastic. 前記廃プラスチックは、最長部が5から20mmである請求項1記載の埋立灰の輸送方法。 The method for transporting landfill ash according to claim 1, wherein the waste plastic has a longest portion of 5 to 20 mm. 前記埋立灰100重量部に対して、前記廃プラスチックを10乃至30重量部同伴させて空気輸送する請求項1または2記載の埋立灰の輸送方法。 The method for transporting landfill ash according to claim 1 or 2, wherein 10 to 30 parts by weight of the waste plastic is accompanied by air transport with respect to 100 parts by weight of the landfill ash.
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