JP4811732B2 - Cement solidification method for asbestos waste - Google Patents

Cement solidification method for asbestos waste Download PDF

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JP4811732B2
JP4811732B2 JP2007038405A JP2007038405A JP4811732B2 JP 4811732 B2 JP4811732 B2 JP 4811732B2 JP 2007038405 A JP2007038405 A JP 2007038405A JP 2007038405 A JP2007038405 A JP 2007038405A JP 4811732 B2 JP4811732 B2 JP 4811732B2
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asbestos waste
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裕一 塚原
寛 中村
幸彦 富田
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Description

本発明は、石綿廃棄物のセメント固型化方法に関する。   The present invention relates to a cement solidification method for asbestos waste.

従来、石綿(廃石綿も含む。)を含有する廃棄物(以下、石綿廃棄物と記す。)は、ビニール袋で二重に梱包され、所定の処分場で埋め立て処分されている。特に、東京都内の処分場で埋め立て処分する際には、次の要領で埋め立て処分することが義務付けられている。東京都における処分要領としては、(1)石綿廃棄物をセメント等で固型化して飛散し難い性状にする、(2)固型化された廃棄体(以下、固化体と記す。)を人手で持てる質量(概ね10kg/個)にする、(3)固化体の一軸圧縮強度を10kg/cm(1N/mm)以上にする、(4)固化体をビニール袋で二重梱包する、というものである。また、東京都では、固型化する際の配合の参考例として、石綿廃棄物:セメント:水=1:2:3(以下、都配合と記す。)という配合例を紹介している。 Conventionally, waste containing asbestos (including waste asbestos) (hereinafter referred to as asbestos waste) is double-packed in plastic bags and disposed of in landfills at predetermined disposal sites. In particular, when landfilling at a disposal site in Tokyo, it is obliged to landfill in the following manner. As disposal procedures in Tokyo, (1) solidify asbestos waste with cement, etc. to make it difficult to disperse, (2) solid waste (hereinafter referred to as solidified) manually. (3) Set the uniaxial compressive strength of the solidified body to 10 kg / cm 2 (1 N / mm 2 ) or more, (4) Double-pack the solidified body with a plastic bag, That's it. In addition, Tokyo introduces a blending example of asbestos waste: cement: water = 1: 2: 3 (hereinafter referred to as “Tokyo blending”) as a reference example of blending at the time of solidification.

一方、近年、セメントの質量比を減らして石綿廃棄物を固型化する技術が提案されている。この方法は、高性能減水剤や流動化剤などの添加剤を添加することで、セメントの質量比を減らす技術であり、具体的には、石綿廃棄物:セメント:水=10:8〜12:6〜8という配合比で練り混ぜる方法である(例えば、特許文献1参照。)。
特許第2719629号公報
On the other hand, in recent years, a technique for solidifying asbestos waste by reducing the mass ratio of cement has been proposed. This method is a technique for reducing the mass ratio of cement by adding an additive such as a high-performance water reducing agent or a fluidizing agent. Specifically, asbestos waste: cement: water = 10: 8 to 12 : A method of kneading at a blending ratio of 6 to 8 (see, for example, Patent Document 1).
Japanese Patent No. 2719629

しかしながら、上記した都配合で石綿廃棄物を固型化する方法では、固化体に含まれる石綿廃棄物の含有量が少ない(石綿廃棄物の含有率=質量比17%程度)ため、コストが増加するという問題が存在する。詳しく説明すると、石綿廃棄物の固型化におけるコストには、主に「セメント等の材料費」と「固化体の製作費(人件費など)」とがある。固化体に含まれる石綿廃棄物の含有量が少ないと、その分だけ固化体一個当たりのセメント量が増加し、上記した材料費が増加する。また、処分する石綿廃棄物の量が決まっているので、固化体に含まれる石綿廃棄物の含有量が少ないと、その分だけ固化体の数量が増え、上記した材料費および製作費が増加する。したがって、石綿廃棄物の含有量が少ない上記した都配合では、石綿廃棄物を固型化するための材料費および製作費が高くなる。   However, in the method of solidifying asbestos waste with the above-mentioned composition, the amount of asbestos waste contained in the solidified material is small (the content of asbestos waste = about 17% by mass), which increases the cost. There is a problem of doing. Explaining in detail, costs for solidifying asbestos waste mainly include “material costs such as cement” and “production costs of solidified bodies (personnel costs, etc.)”. If the content of asbestos waste contained in the solidified body is small, the amount of cement per solidified body increases accordingly, and the above-mentioned material cost increases. In addition, since the amount of asbestos waste to be disposed of is determined, if the amount of asbestos waste contained in the solidified body is small, the amount of solidified body increases accordingly, and the above-mentioned material costs and production costs increase. . Therefore, in the above-mentioned capital blending with a low content of asbestos waste, the material cost and the production cost for solidifying the asbestos waste become high.

また、セメントの質量比を減らした従来の技術では、練り上がった混合材料が、極めて水分が少なく湿砂状でパサパサな状態になっているため、脆く崩れ易い固化体になるという問題が存在する。仮に、固化体が崩れると、その中に含まれる石綿繊維が飛散する問題が生じる。   In addition, in the conventional technology with a reduced cement mass ratio, the kneaded mixed material has a problem that it becomes a solidified body that is brittle and easily collapsed because it has a very low moisture content and is in a damp and sandy state. . If the solidified body collapses, there arises a problem that asbestos fibers contained therein are scattered.

本発明は、上記した従来の問題が考慮されたものであり、石綿廃棄物を固型化する際のコストを低減させることができ、且つ、崩れ難い性状の固化体を作製することができる石綿廃棄物のセメント固型化方法を提供することを目的としている。   The present invention takes the above-mentioned conventional problems into consideration, can reduce the cost when solidifying asbestos waste, and can produce a solidified body having a property that does not easily collapse. The object is to provide a method for solidifying cement in waste.

本発明に係る石綿廃棄物のセメント固型化方法は、石綿を含有する石綿廃棄物をセメントで固型化する石綿廃棄物のセメント固型化方法において、石綿廃棄物とセメントと水と添加剤とを、セメント1重量部に対して石綿廃棄物を1〜3重量部、水を1〜2重量部の配合比で練り混ぜる混練工程と、練り上がった混合材料を型枠に充填して締め固めて成型する成型工程と、を備えており、前記混合材料により事前に作製したテストピースで比重と圧縮強度を確認し、前記テストピース成型時の比重で前記成型工程後の混合材料の固化体の圧縮強度の管理を行うことを特徴としている。 The method for solidifying cement of asbestos waste according to the present invention is a cement solidification method for asbestos waste in which asbestos waste containing asbestos is solidified with cement. Asbestos waste, cement, water, and additive A kneading step of mixing 1 to 3 parts by weight of asbestos waste and 1 to 2 parts by weight of water with respect to 1 part by weight of cement, filling the kneaded mixed material into a mold and fastening A solidified body of the mixed material after the molding step with a specific gravity at the time of molding the test piece, and confirming the specific gravity and compressive strength with a test piece prepared in advance with the mixed material It is characterized by managing the compression strength .

このような特徴により、出来上がった固化体における石綿廃棄物の含有率が質量比30%以上となる。また、成型工程の際、混合材料が締め固められるため、密実に固められた固化体が出来上がる。   Due to such characteristics, the content of asbestos waste in the finished solidified body is 30% or more by mass ratio. Further, since the mixed material is compacted during the molding process, a solidified solidified body is completed.

また、本発明に係る石綿廃棄物のセメント固型化方法は、前記混練工程が、セメントと水と添加剤とを混合させてセメントミルクを作製した後、該セメントミルクと石綿廃棄物とを練り混ぜる工程であることが好ましい。   Further, in the cement solidification method for asbestos waste according to the present invention, the kneading step mixes cement, water and additives to produce cement milk, and then kneads the cement milk and asbestos waste. The step of mixing is preferable.

これにより、混練工程の際、石綿廃棄物やセメント等が偏り難く均等に混ぜ合わされる。   Thereby, in the kneading process, asbestos waste, cement, and the like are mixed evenly without being biased.

本発明に係る石綿廃棄物のセメント固型化方法によれば、固化体に含まれる石綿廃棄物の含有量を多くすることができるため、その分、固化体を製作するためのセメント等の材料費や製作費を低減させることができ、コストダウンを図ることができる。また、出来上がった固化体は密実に固められているため、固化体が崩れて石綿繊維が飛散する危険性を抑制することができる。   According to the cement solidification method of asbestos waste according to the present invention, the content of asbestos waste contained in the solidified body can be increased, and accordingly, a material such as cement for producing the solidified body. Costs and production costs can be reduced, and costs can be reduced. Moreover, since the completed solidified body is solidified firmly, the danger that a solidified body will collapse | crumble and an asbestos fiber will be scattered can be suppressed.

以下、本発明に係る石綿廃棄物のセメント固型化方法の実施の形態について、図面に基いて説明する。なお、図1は石綿廃棄物の処分工程を表したフローチャート図である。   Hereinafter, embodiments of the cement solidification method of asbestos waste according to the present invention will be described with reference to the drawings. FIG. 1 is a flowchart showing the disposal process of asbestos waste.

[石綿除去作業]
まず、図1に示すように、既存建物等に設けられた石綿含有建材を除去する作業を行う。石綿含有建材の除去作業は、種々の方法で行うことができ、例えば、石綿含有建材が鉄骨やデッキプレートに吹き付けられている場合には、作業員がヘラを用いて手作業で石綿含有建材を削り落としていく方法がある。
[Asbestos removal work]
First, as shown in FIG. 1, the operation | work which removes the asbestos containing building materials provided in the existing building etc. is performed. The asbestos-containing building material can be removed by various methods. For example, when the asbestos-containing building material is sprayed on a steel frame or deck plate, the worker manually removes the asbestos-containing building material using a spatula. There is a way to scrape off.

[セメント固型化作業]
次に、除去された石綿含有建材(石綿廃棄物)をセメントで固型化する作業を行う。セメント固型化作業は、下記の方法で行う。
[Cement solidification work]
Next, the removed asbestos-containing building material (asbestos waste) is solidified with cement. The cement solidification work is performed by the following method.

まず、石綿廃棄物とセメントと水と微量の添加剤とを練り混ぜる混練工程を行う。具体的に説明すると、まず、セメントと水と添加剤とをミキサー等で混合してセメントミルクを作製する。次に、作製されたセメントミルクの中に石綿廃棄物を投入し、さらにミキサー等で練り混ぜていく。これにより、石綿廃棄物とセメントと水と微量の添加剤とが均等に混合されて混合材料が練り上がる。   First, a kneading process is performed in which asbestos waste, cement, water, and a small amount of additives are kneaded. More specifically, first, cement milk is prepared by mixing cement, water and additives with a mixer or the like. Next, asbestos waste is put into the produced cement milk, and further kneaded with a mixer or the like. As a result, asbestos waste, cement, water, and a small amount of additive are evenly mixed to knead the mixed material.

石綿廃棄物とセメントと水の配合は、セメント1重量部に対して石綿廃棄物を1〜2.5重量部、水を1〜1.75重量部の配合比とする。すなわち、石綿廃棄物とセメントと水の重量比は次式で表される。   Asbestos waste, cement, and water are mixed at a mixing ratio of 1 to 2.5 parts by weight of asbestos waste and 1 to 1.75 parts by weight of water with respect to 1 part by weight of cement. That is, the weight ratio of asbestos waste, cement, and water is expressed by the following equation.

Figure 0004811732
Figure 0004811732

なお、セメント1重量部に対して石綿廃棄物を1〜2.5重量部、水を1〜1.75重量部の配合比とすることがさらに好ましい。
また、添加剤は、フレッシュコンクリートに使用される添加剤(高性能減水剤や流動化剤等)と、石綿含有建材の除去作業時に使用される粉塵飛散防止剤と、を適量配合したものである。また、この添加剤としては、有害なものが一切含まれていないものを用いる。
In addition, it is more preferable to set the mixing ratio of 1 to 2.5 parts by weight of asbestos waste and 1 to 1.75 parts by weight of water with respect to 1 part by weight of cement.
In addition, the additive is a combination of an appropriate amount of an additive (such as a high-performance water reducing agent or a fluidizing agent) used in fresh concrete and an anti-dust scattering agent used when removing asbestos-containing building materials. . Moreover, as this additive, what does not contain any harmful thing is used.

次に、練り上がった混合材料を有底筒状の型枠に入れた後、締め固めて成型する成型工程を行う。具体的に説明すると、図2(a)に示すように、スコップ等を用いて型枠1の中に混合材料2を充填させる。その後、図2(b)に示すように、型枠1内の混合材料2に対して振動転圧を行い締め固める。例えば、小型のランマーやブレーカーの先端に転圧版が設けられた機械を用いて振動転圧を行う。その後、所定期間養生した後、密実に圧縮されて固められた固化体3を型枠1内から抜き取る。なお、固化体3は、例えば、径が20cmで高さが20cmの略円柱形状に成型されると、その質量が概ね10kg/個程度となる。   Next, after the kneaded mixed material is put into a bottomed cylindrical mold, it is compacted and molded. More specifically, as shown in FIG. 2A, the mixed material 2 is filled into the mold 1 using a scoop or the like. Thereafter, as shown in FIG. 2B, the mixed material 2 in the mold 1 is oscillated and compacted. For example, vibration compaction is performed using a machine provided with a compaction plate at the tip of a small rammer or breaker. Thereafter, after curing for a predetermined period, the solidified body 3 that has been compacted and solidified is extracted from the mold 1. For example, when the solidified body 3 is molded into a substantially cylindrical shape having a diameter of 20 cm and a height of 20 cm, the mass thereof is about 10 kg / piece.

また、セメント固型化作業では、固化体3の圧縮強度の管理を行う。具体的に説明すると、一般的なモールドに混合材料を充填してテストピースを作製し、このテストピースについてJISの基準に基づいて圧縮強度試験を行う。このとき、テストピース作成時において、固化体作成時の締め固めと同一条件で締め固めするのは困難であるため、比重と圧縮強度との関係を事前に試験により確認しておき、テストピース成型時の比重で圧縮強度を管理する。
以上の工程により、石綿廃棄物のセメント固型化作業が完了となる。
In cement solidification work, the compressive strength of the solidified body 3 is managed. More specifically, a test piece is prepared by filling a general mold with a mixed material, and a compressive strength test is performed on the test piece based on JIS standards. At this time, since it is difficult to compact the test piece under the same conditions as the compaction at the time of solidified body creation, the relationship between the specific gravity and the compressive strength is confirmed beforehand by a test, and the test piece molding is performed. The compressive strength is managed by the specific gravity of time.
Through the above steps, the cement solidification work of asbestos waste is completed.

[梱包作業]
次に、作製された固化体3を1個づつビニール袋で二重に梱包する作業を行う。このとき、固化体3を入れたビニール袋の口を結んで閉めておく。
[Packing work]
Next, the produced solidified body 3 is packed twice in a plastic bag one by one. At this time, the mouth of the plastic bag containing the solidified body 3 is tied and closed.

[埋め立て作業]
次に、梱包された固化体3を搬送車両に載せて処分場まで運搬し、処分場に埋め立てる作業を行う。梱包された固化体3を搬送車両の荷台に積み込む作業、および荷台上の固化体3を降ろして処分場に積む作業は、ビニール袋が破けないように手作業で行う。
以上の作業により、石綿廃棄物の処分が完了する。
[Reclaiming work]
Next, the packed solidified body 3 is placed on a transport vehicle, transported to a disposal site, and landed in the disposal site. The operation of loading the packed solid body 3 onto the loading platform of the transport vehicle and the operation of lowering the solidified body 3 on the loading platform and loading it on the disposal site are performed manually so that the plastic bag is not torn.
Through the above operations, disposal of asbestos waste is completed.

上記した構成からなる石綿廃棄物のセメント固型化方法によれば、出来上がった固化体3における石綿廃棄物の含有率が質量比30%以上となる。このように、従来の都配合の場合と比べて、固化体3に含まれる石綿廃棄物の含有量を多くすることができるので、その分、固化体3を製作するためのセメント等の材料費や人件費等の製作費を低減させることができる。   According to the cement solidification method for asbestos waste having the above-described configuration, the content of asbestos waste in the solidified body 3 is 30% or more. Thus, since the content of asbestos waste contained in the solidified body 3 can be increased as compared with the case of the conventional capital blending, material costs such as cement for producing the solidified body 3 correspondingly. And production costs such as labor costs can be reduced.

また、上記した実施の形態の配合では、練り上がった混合材料2がパサパサな湿砂状態になるが、成型工程の際に混合材料2が締め固められるため、密実に固められた固化体3が出来上がる。これによって、固化体3の一軸圧縮強度が1N/mm以上となり、固化体3が崩れて石綿繊維が飛散する危険性を抑制することができる。
また、締め固めて固化体3が成型されるので、石綿廃棄物の含有率が高くなるとともに固化体の容積が減容化される。これによって、より少ない処分エリアで多量の石綿廃棄物を処分することができ、処分場の延命を図ることができる。
Further, in the formulation of the above-described embodiment, the kneaded mixed material 2 is in a dry wet sand state, but since the mixed material 2 is compacted during the molding process, the solidified solidified body 3 is solidified. It ’s done. Thereby, the uniaxial compressive strength of the solidified body 3 becomes 1 N / mm 2 or more, and the risk that the solidified body 3 is broken and asbestos fibers are scattered can be suppressed.
Moreover, since the solidified body 3 is molded by compaction, the content of asbestos waste is increased and the volume of the solidified body is reduced. As a result, a large amount of asbestos waste can be disposed of in a smaller disposal area, and the life of the disposal site can be extended.

また、石綿繊維が一箇所にかたまっているとそこ部分が脆く崩れ易くなるが、上記した石綿廃棄物のセメント固型化方法によれば、混練工程の際、セメントと水と添加剤とを混合させてセメントミルクを作製した後、セメントミルクと石綿廃棄物とを練り混ぜているため、石綿廃棄物やセメント等が偏り難く均等に混ぜ合わされる。これによって、脆く崩れ易い部分が無い固化体を作製することができる。   In addition, when the asbestos fibers are gathered in one place, the portion becomes brittle and easily collapses. However, according to the above-described cement solidification method of asbestos waste, the cement, water, and additives are mixed during the kneading process. Then, since the cement milk and the asbestos waste are kneaded and mixed, the asbestos waste and cement are hardly mixed and are mixed evenly. This makes it possible to produce a solidified body that is brittle and does not easily collapse.

以上、本発明に係る石綿廃棄物のセメント固型化方法の実施の形態について説明したが、本発明は上記した実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、上記した実施の形態では、混練工程の際、セメントと水と添加剤とを混合させてセメントミルクを予め作製しておき、このセメントミルクと石綿廃棄物とを練り混ぜているが、本発明は、石綿廃棄物、セメント、水および添加剤の投入タイミングを変更することも可能である。例えば、最初に石綿廃棄物とセメントとをミキサーで混ぜ合わせ、略均等に混ざり合わされた後、水及び添加剤を投入して練り混ぜることも可能であり、或いは、石綿廃棄物、セメントおよび水を同時に投入して練り混ぜて、適当なタイミングで添加剤を投入することも可能であり、或いは、全ての材料を同時に投入して練り混ぜることも可能である。   As mentioned above, although the embodiment of the cement solidification method of asbestos waste according to the present invention has been described, the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the gist thereof. It is. For example, in the above-described embodiment, cement milk is prepared in advance by mixing cement, water, and additives in the kneading step, and the cement milk and asbestos waste are kneaded. The invention can also change the timing of asbestos waste, cement, water and additives. For example, asbestos waste and cement can be first mixed with a mixer and mixed approximately evenly, and then water and additives can be added and mixed, or asbestos waste, cement and water can be mixed. It is possible to add and knead at the same time, and to add the additive at an appropriate timing, or it is possible to add all the ingredients at the same time and knead.

また、上記した実施の形態では、型枠内に充填された混合材料に対して振動転圧を行って締め固めているが、本発明は、振動転圧に限定されるものではなく、例えば、型枠内に充填された混合材料の表面に加圧版をセットし、所定時間の間、この加圧版に所定の加重を載荷することで、型枠内の混合材料を圧縮して締め固めてもよい。   Further, in the above-described embodiment, vibration compaction is performed on the mixed material filled in the mold to perform compaction, but the present invention is not limited to vibration compaction, for example, A pressure plate is set on the surface of the mixed material filled in the mold, and a predetermined load is loaded on the pressure plate for a predetermined time, so that the mixed material in the mold is compressed and compacted. May be.

また、上記した実施の形態では、円柱形状の固化体を作製しているが、本発明は、固化体の形状は適宜変更可能であり、角柱形や正方形の固化体を作製することも可能である。   Moreover, in the above-described embodiment, a solidified body having a columnar shape is manufactured. However, in the present invention, the shape of the solidified body can be appropriately changed, and a solidified body having a prism shape or a square shape can also be manufactured. is there.

その他、本発明の主旨を逸脱しない範囲で、上記した実施の形態における構成要素を周知の構成要素に置き換えることは適宜可能であり、また、上記した変形例を適宜組み合わせてもよい。   In addition, in the range which does not deviate from the main point of this invention, it is possible to replace suitably the component in above-mentioned embodiment with a well-known component, and you may combine the above-mentioned modification suitably.

本発明の実施の形態を説明するためのフローチャート図である。It is a flowchart figure for demonstrating embodiment of this invention. 本発明の実施の形態を説明するための混合材料が充填された型枠の破断斜視図である。It is a fracture | rupture perspective view of the formwork with which the mixed material for demonstrating embodiment of this invention was filled.

符号の説明Explanation of symbols

1 型枠
2 混合材料
3 固化体
1 Form 2 Mixed material 3 Solidified body

Claims (2)

石綿を含有する石綿廃棄物をセメントで固型化する石綿廃棄物のセメント固型化方法において、
石綿廃棄物とセメントと水と添加剤とを、セメント1重量部に対して石綿廃棄物を1〜3重量部、水を1〜2重量部の配合比で練り混ぜる混練工程と、
練り上がった混合材料を型枠の中に充填して締め固めて成型する成型工程と、
を備えており、
前記混合材料により事前に作製したテストピースで比重と圧縮強度を確認し、前記テストピース成型時の比重で前記成型工程後の混合材料の固化体の圧縮強度の管理を行うことを特徴とする石綿廃棄物のセメント固型化方法。
In the cement solidification method of asbestos waste in which asbestos waste containing asbestos is solidified with cement,
A kneading step in which asbestos waste, cement, water and additives are kneaded in a mixing ratio of 1 to 3 parts by weight of asbestos waste and 1 to 2 parts by weight of water with respect to 1 part by weight of cement;
A molding process in which the mixed material that has been kneaded is filled into a mold, compacted, and molded,
Equipped with a,
Asbestos, characterized in that specific gravity and compressive strength are confirmed with a test piece prepared in advance using the mixed material, and the compressive strength of the solidified material of the mixed material after the molding step is managed with the specific gravity at the time of molding the test piece. Cement solidification method for waste.
請求項1記載の石綿廃棄物のセメント固型化方法において、
前記混練工程は、セメントと水と添加剤とを混合させてセメントミルクを作製した後、該セメントミルクと石綿廃棄物とを練り混ぜる工程であることを特徴とする石綿廃棄物のセメント固型化方法。
In the cement solidification method of the asbestos waste according to claim 1,
Cement solidification of asbestos waste characterized in that the kneading step is a step of mixing cement, water and additives to produce cement milk, and then kneading the cement milk and asbestos waste Method.
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