JPS6158239B2 - - Google Patents

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Publication number
JPS6158239B2
JPS6158239B2 JP53025706A JP2570678A JPS6158239B2 JP S6158239 B2 JPS6158239 B2 JP S6158239B2 JP 53025706 A JP53025706 A JP 53025706A JP 2570678 A JP2570678 A JP 2570678A JP S6158239 B2 JPS6158239 B2 JP S6158239B2
Authority
JP
Japan
Prior art keywords
sludge
wool
parts
river water
weight
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.)
Expired
Application number
JP53025706A
Other languages
Japanese (ja)
Other versions
JPS54118652A (en
Inventor
Akira Aino
Yoshihiko Nozaki
Hisashi Okada
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National Institute of Advanced Industrial Science and Technology AIST
Original Assignee
Agency of Industrial Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Agency of Industrial Science and Technology filed Critical Agency of Industrial Science and Technology
Priority to JP2570678A priority Critical patent/JPS54118652A/en
Publication of JPS54118652A publication Critical patent/JPS54118652A/en
Publication of JPS6158239B2 publication Critical patent/JPS6158239B2/ja
Granted legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)
  • Treatment Of Sludge (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

この発明は、たとえば浄水場等の河川水の浄化
処理場の水処理工程において生ずる沈澱物の脱水
ケーキであるいわゆる河川水スラツジを、羊毛の
染色処理後の廃棄物の脱水ケーキ、いわゆる羊毛
スラツジとともに固化せしめる方法に関するもの
である。 <従来技術> 従来河川水スラツジは有効な固形化の技術がな
く、大部分は埋立地などにそのまま投棄されてき
た。しかしこのような都市廃棄物、産業廃棄土は
近年増大の一途をたどり、それらの固形化処理方
法が考えられるようになつて来た。その一つとし
てセメント系または石灰系の処理剤を大量投入す
ることが考えられたが、対象土が高含水性である
場合、もしくは。有機質含有量が多い場合には処
理剤量が多くなり経済的でなあく、かつ高い固形
化強度を期待できないという難点があつた。ま
た、最近石灰系処理剤とともに反応性アルミナ含
有物を混入することによつてエトリンガイド(カ
ルシウムとアルミニウムの水化硫酸塩)を生成さ
せ、廃棄土を固化させることが行なわれている
(特開昭52―92869号公報参照)が、エトリンガイ
ト生成に必要な凝結剤であるアルミナ、石灰およ
び石膏の使抑用量を多くしないと固化しにくく、
経済性の良くない欠点があつた。 また上記した凝結剤により固化した固化物は圧
縮強度が比較的小さいので、埋立て材として使用
することは不利であつた。 一方、羊毛の染色処理を行う工場においては羊
毛の洗滌及び染色処理に際して生ずる廃棄物の脱
水ケーキ、いわゆる羊毛スラツジの良好な固化処
理方法が望まれていた。この一つの方法として羊
毛スラツジに補助材料例えばメツキ工程よりの廃
水処理スラツジと特殊粘着剤等を添加したもの
を、乾燥または焼成して成型品として建材等に使
用することが考案された(特開昭48―46564号公
報参照)が処理剤および焼成工程が高価につき、
特殊用途に羊毛スラツジを少量転用することがで
きるだけであり、大量の羊毛スラツジの廃棄処理
には適さなかつた。 <本発明の目的> 本発明は、前記エトリンガイド生成物に廃棄処
理すべき羊毛スラツジを加えて混合したところ、
圧縮強度の強い固化物が得られるという点に着目
し、上述した従来の欠点を排除するとともに、羊
毛スラツジの処理をもあわせて行うことにより、
凝結剤の使用量を少くし得て経済性を良くし、か
つ圧縮強度の大きい固化物を得る河川水スラツジ
と羊毛スラツジとの混合固化処理方法を提供する
ことにある。 <本発明の概要> 本発明者は河川水スラツジを固化する研究にお
いて、羊毛の洗滌及び染色処理に際して生ずる廃
棄物の脱水ケーキ、いわゆる羊毛スラツジが河川
水スラツジの固化に役立つこと及び固化成物とし
て従来用いられていたアルミナ分は、窯業関連工
場にて原料廃渣として通常排出される。微砂と低
質粘土にて構成される。いわゆるキラを用い得る
ことを実験の結果知り得てこの発明を完成した。 すなわち河川水の浄化処理に際して生ずる河川
水スラツジ、及び羊毛の洗滌及び染色処理に際し
て生ずる羊毛スラツジに対してアルミナ含有組成
物(キラ)と石こう(硫酸カルシウムCaCo2
2H2O)と消石灰あるいは生石灰の各粉末を混合
して水和固化物となすもので、含水率約60%の前
記河川水スラツジ約5〜50重量部と、アルミナ分
含有率約20〜30%の前記キラ約100重量部と石こ
う約5〜30重量部と、消石灰あるいは生石灰約2
〜30重量部よりなる混合範囲にて混合すると、最
も圧縮強度の高い混合固化物が得られることが判
明した。 以下、この発明の構成を実験例に従つて説明す
る。まず、キラと石こうと生石灰の各粉末を配合
したベースに浄水場にて生成された河川水スラツ
ジを所定量混合し、水和反応による固化物を形成
した場合の固化物の圧縮強度(Kg/cm2)を第1図
に示す。本例のキラは砂質分7と低質の粘土分3
からなり、その化学組成及び粒度組成は次の第1
表及び第2表に示す通りである。
This invention uses so-called river water sludge, which is a dehydrated cake of precipitate generated in the water treatment process of a river water purification treatment plant such as a water treatment plant, together with so-called wool sludge, which is a dehydrated cake of waste after dyeing wool. It relates to a method of solidification. <Prior art> Conventionally, there was no effective solidification technology for river water sludge, and most of it was simply dumped in landfills. However, as the amount of urban waste and industrial waste soil has been increasing steadily in recent years, methods for solidifying and treating them have begun to be considered. One idea was to introduce a large amount of cement-based or lime-based treatment agents, but if the target soil is highly water-containing, or When the organic content is high, the amount of processing agent is large, making it uneconomical, and high solidification strength cannot be expected. In addition, recently, waste soil has been solidified by producing ettrin guide (hydrated sulfate of calcium and aluminum) by mixing a reactive alumina-containing substance with a lime-based treatment agent (especially (Refer to Japanese Patent Publication No. 1986-92869), it is difficult to solidify unless the amount of alumina, lime, and gypsum, which are necessary coagulants for ettringite production, is reduced.
It had the disadvantage of not being economical. Moreover, since the solidified material solidified by the above-mentioned coagulant has a relatively low compressive strength, it is disadvantageous to use it as a landfill material. On the other hand, in factories that dye wool, there has been a desire for a good method for solidifying wool sludge, a dehydrated cake of waste produced during washing and dyeing of wool. As one method for this, it was devised to add auxiliary materials such as wastewater treatment sludge from the plating process and special adhesives to wool sludge, dry or bake it, and use it as a molded product for building materials, etc. (see Publication No. 48-46564), the processing agent and firing process are expensive,
Only a small amount of wool sludge can be used for special purposes, and it is not suitable for disposing of large amounts of wool sludge. <Object of the present invention> The present invention provides that when wool sludge to be disposed of is added to the Ettlin guide product and mixed,
By focusing on the fact that a solidified product with strong compressive strength can be obtained, eliminating the above-mentioned conventional drawbacks, and also processing wool sludge,
To provide a method for mixing and solidifying river water sludge and wool sludge, which can reduce the amount of coagulant used, improve economic efficiency, and obtain a solidified product with high compressive strength. <Summary of the present invention> In research on solidifying river water sludge, the present inventor discovered that a dehydrated cake of waste generated during washing and dyeing of wool, so-called wool sludge, is useful for solidifying river water sludge, and that it can be used as a solidifying product. The alumina used in the past is normally discharged as raw material waste at ceramic industry-related factories. It is composed of fine sand and low quality clay. As a result of experiments, he learned that so-called Kira could be used and completed this invention. In other words, an alumina-containing composition (Kira) and gypsum (calcium sulfate CaCo2 ,
2H 2 O) and slaked lime or quicklime powder to form a hydrated solidified product, which contains about 5 to 50 parts by weight of the river water sludge with a water content of about 60% and an alumina content of about 20 to 30 parts by weight. About 100 parts by weight of the above-mentioned Kira, about 5 to 30 parts by weight of gypsum, and about 2 parts by weight of slaked lime or quicklime.
It has been found that a mixed solidified product with the highest compressive strength can be obtained by mixing in a mixing range of ~30 parts by weight. Hereinafter, the configuration of the present invention will be explained based on experimental examples. First, a predetermined amount of river water sludge produced at a water treatment plant is mixed into a base containing powders of Kira, gypsum, and quicklime, and a solidified product is formed by a hydration reaction.The compressive strength of the solidified product (Kg/ cm 2 ) is shown in Figure 1. Kira in this example has a sandy content of 7 and a low quality clay content of 3.
The chemical composition and particle size composition are as follows:
As shown in Table and Table 2.

【表】【table】

【表】 本例の河川水スラツジは名古屋市の春日井浄水
場のもので、第3表に示す通りである。
[Table] The river water sludge in this example is from Kasugai Water Purification Plant in Nagoya City, and is as shown in Table 3.

【表】 この実験はキラ(乾燥物)100重量部(以下、
単に部と略記する。)、石こう7部、生石灰2部か
らなるベースに、含水率60%の河川水スラツジを
0〜10部の各所定量混合しスラリー濃度48%とな
したものを一定の型枠に入れて養生し水和固化物
とした。固化物の圧縮強度は4週間室温養生後の
もをインストロン試験機によりJIS規格に定めら
れた要領で測定した。第1図より明らかなよう
に、ベースに対して河川水スラツジの配合量が多
くなるにしたがつて圧縮強度は著しく低下してい
る。この第1図よりベースに対し2部以上の河川
水スラツジを加えることは実用強度上、無理であ
る。 しかしながら、第1図にいて圧縮強度が低く実
用上不向きな配合に対し、羊毛スラツジを混合し
て水和己化物となした場合には、第2図に示すよ
うにその固化物の圧縮強度は驚くほど増加され
る。すなわち、第2図はキラ100部、石こう7
部、生石灰2部及び河川水スラツジ5部を配合し
たベースに、河川水スラツジを所定量(0〜20
部)混合し、水和固化物を形成した場合におけ
る、羊毛スラツジの配合量と各固化物の圧縮強度
との関係を示している。前記羊毛スラツジは染色
工場より排出されたもので、原毛付着土砂、羊の
排せつ物、、染色処理に由来する染料、石けん、
ソーダ分、石灰分、高分子凝集剤、硫酸バンド等
を含む泥状組成物である。本例に羊毛スラツジは
含水率60%に予め脱水してあり、そのPHは12であ
つた。この羊毛スラツジの化学組成は第4表に示
す通りである。
[Table] This experiment consisted of 100 parts by weight of Kira (dried material) (hereinafter referred to as
It is simply abbreviated as part. ), 7 parts of gypsum, and 2 parts of quicklime, mixed with a predetermined amount of 0 to 10 parts of river water sludge with a water content of 60% to give a slurry concentration of 48%, which was then placed in a certain mold and cured. It was made into a hydrated solidified product. The compressive strength of the solidified product was measured after curing at room temperature for 4 weeks using an Instron testing machine in accordance with the JIS standard. As is clear from FIG. 1, as the amount of river water sludge added to the base increases, the compressive strength decreases significantly. From Fig. 1, it is impossible to add more than 2 parts of river water sludge to the base in terms of practical strength. However, when wool sludge is mixed with the mixture shown in Figure 1, which is unsuitable for practical use due to its low compressive strength, the compressive strength of the solidified product is surprising, as shown in Figure 2. will be increased as much as possible. In other words, Figure 2 shows 100 parts of Kira and 7 pieces of gypsum.
A predetermined amount of river water sludge (0 to 20
Part) shows the relationship between the blending amount of wool sludge and the compressive strength of each solidified product when mixed to form a hydrated solidified product. The wool sludge is discharged from a dyeing factory and contains soil and sand adhering to the wool, sheep excrement, dyes derived from the dyeing process, soap,
It is a slurry composition containing soda, lime, a polymer flocculant, sulfuric acid, etc. In this example, the wool sludge was previously dehydrated to a moisture content of 60%, and its pH was 12. The chemical composition of this wool sludge is shown in Table 4.

【表】 なお、第2図における水和固化物の圧縮縮強度
はスラリー濃度46%となしたものを所定の型枠に
入れた後、65℃水蒸気で3日養生後、測定したも
のである。 次に、ベース(キラ100部、石こう7部、生石
灰2部配合)に対して羊毛スラツジを5部及び10
部加えた配合に、それぞれ河川水スラツジを0〜
20部混合して水和固化物となした実験結果を第3
図においてグラフAは羊毛スラツジ5部加えた場
合、グラフBは羊毛スラツジ10部加えた場合の圧
縮強度をそれぞれ表している。この第3図よりわ
かるように河川水スラツジの配合量が10部以上に
なると、圧縮強度はいくらか低下するが、河川水
スラツジを20部配合した固化物の圧縮強度は、実
用上なお充分な強度を有している。 なお、さらに別の実験例によれば、羊毛スラツ
ジを5部以上配合すれば、生石灰あるいは消石灰
(第4図においては生石灰使用の場合を示す)を
混合しなくても圧縮強度が大きい水和固化物が得
られた。この実験結果を第4図に示す。この配合
はキラ100部と石こう7部と河川水スラツジ5部
からなり、生石灰あるいは消石灰を混合しないベ
ースに、前記組成の羊毛スラツジを5部〜20部混
合したものである。(水和固化物の養生条件は第
2図に実験例の場合と同様である。) また、キラ及び羊毛スラツジはそれらの生成さ
れる処理工程が同じであれば、大体同様な組成に
なつているものであるので、一度組成を調べれば
それ以後は同様組成のもとみなして用いることが
できる。 <作用・効果> 以上、実験例の説明により明らかなように、本
発明は河川水スラツジ及び羊毛スラツジに対し、
アルミナ含有組成物と石こうとさらに生石灰ある
いは消石灰を加えて水和固化物となすものであ
る。生石灰あるいは消石灰を加えて固化物となす
ので固化物の圧縮強度をより大きくすることがで
きる。 本発明は窯業原料廃渣として排出されるキラ
(アルミナ分約20〜30%含有)100部、石こう約5
〜30部、消石灰又は生石灰約2〜30部、羊毛スラ
ツジ約5〜30部及び含水率約60%の河川水スラジ
約5〜50部からなる配合範囲内にて使用できる。 次に本発明の実施例として、名古屋市の大治浄
水場の沈澱槽に沈澱して汚泥を脱水した河川水ス
ラツジ(含水率62.5%)を固化する場合について
説明する。前記河川水スラツジはIg.loss19.0%、
AI2O325.0%、SiO2 39.0%MgO 1.5%、CaO
11.0%、Fe2O3 4.5%、PH13よりなり、前述の実
験例に用いたスラツジとほぼ同じ組成のものであ
る。羊毛スラツジは前記実験例に用いたものと同
じ羊毛染色工場より別の日に採取したものであ
る。また本例にて用いる石こう(CaSO4
2H2O)は亜硫酸ガスを含む排煙の脱硫工程より
副生された純度99.3%の粉末状のものを用いた。
またキラは瀬戸市の硅砂製造工場より排出される
ものを用いた。キラの組成は前記第1表に示すも
のとほとんど同じであつた。 しかして、第5表に示す〜区及び対照区の
各配合割合にて各材料の所定量をミキサー内に入
れ、適量の水を加え撹拌混合して配合物をスラリ
濃度46%のスラリーとなす。そしてこのスラリー
を、内のり寸法が直径5cm、高さ10cmの円筒型枠
内に流し込み、蒸気養生(65℃水蒸気養生3日)
させて固化物を形成した。
[Table] In addition, the compressive strength of the hydrated solidified material in Figure 2 was measured after the slurry concentration was 46%, placed in the specified mold, and cured in steam at 65°C for 3 days. . Next, add 5 parts and 10 parts of wool sludge to the base (100 parts of Kira, 7 parts of gypsum, 2 parts of quicklime).
River water sludge is added to each formulation.
The experimental results of mixing 20 parts to form a hydrated solidified product are shown in the third
In the figure, graph A shows the compressive strength when 5 parts of wool sludge is added, and graph B shows the compressive strength when 10 parts of wool sludge is added. As can be seen from Figure 3, when the amount of river water sludge blended exceeds 10 parts, the compressive strength decreases somewhat, but the compressive strength of the solidified product containing 20 parts of river water sludge is still sufficient for practical use. have. Furthermore, according to another experimental example, if 5 parts or more of wool sludge is mixed, hydration solidification with high compressive strength can be achieved even without mixing quicklime or slaked lime (Figure 4 shows the case where quicklime is used). I got something. The results of this experiment are shown in FIG. This formulation consists of 100 parts of Kira, 7 parts of gypsum, and 5 parts of river water sludge, and 5 to 20 parts of wool sludge of the above composition is mixed with a base that is not mixed with quicklime or slaked lime. (The curing conditions for the hydrated solidified product are the same as those in the experimental example shown in Figure 2.) Also, if the processing steps used to produce them are the same, the compositions of Kira and wool sludge will be roughly the same. Therefore, once the composition is investigated, it can be used as a source of the same composition from then on. <Action/Effect> As is clear from the explanation of the experimental examples, the present invention has the following effects on river water sludge and wool sludge:
A hydrated solidified product is obtained by adding an alumina-containing composition, gypsum, and quicklime or slaked lime. Since quicklime or slaked lime is added to form a solidified product, the compressive strength of the solidified product can be increased. The present invention uses 100 parts of Kira (containing about 20-30% alumina), which is discharged as ceramic raw material waste, and about 5 parts of gypsum.
30 parts of slaked lime or quicklime, about 5 to 30 parts of wool sludge, and about 5 to 50 parts of river water sludge with a moisture content of about 60%. Next, as an example of the present invention, a case will be described in which river water sludge (water content 62.5%), which is obtained by settling and dewatering sludge in a sedimentation tank of Oji Water Purification Plant in Nagoya City, is solidified. The river water sludge has an Ig.loss of 19.0%,
AI2O3 25.0 %, SiO2 39.0% MgO 1.5%, CaO
11.0%, Fe 2 O 3 4.5%, and PH13, which has almost the same composition as the sludge used in the experimental example described above. The wool sludge was collected on a different day from the same wool dyeing factory used in the above experimental example. In addition, the gypsum ( CaSO4
2H 2 O) was used as a powder with a purity of 99.3%, which was a by-product from the desulfurization process of flue gas containing sulfur dioxide gas.
In addition, Kira was used that was discharged from a silica sand manufacturing factory in Seto City. The composition of Kira was almost the same as shown in Table 1 above. Then, put the predetermined amounts of each material into a mixer at the respective mixing ratios for ~ and control groups shown in Table 5, add an appropriate amount of water, and stir and mix to make the mixture into a slurry with a slurry concentration of 46%. . This slurry was then poured into a cylindrical mold with inner dimensions of 5 cm in diameter and 10 cm in height, and steam cured (3 days of steam curing at 65°C).
A solid was formed.

【表】【table】

【表】 この各固化物の圧縮強度は第6表に示す通りで
ある。 第6表により明らかなように、羊毛スラツジを
加えた〜区の固化物の圧縮強度は、羊毛スラ
ツジを加えない対照区よりいずれも大きいことが
わかる。なお、形成された固化物は廃坑に充填材
として使用した。 石こうは副生品を用いれば原料費を安価にする
ことができる。本実施例ではキラを用いたがキラ
に代えて他のアルミナ含有組成物を用いることが
できる。この場合のアルミナの含有量はキラと同
じく約20〜30%必要である。アルミナ含有成物と
しては例えば木ぶし粘土、アロフエン(組成第7
表)を含む鹿沼土などを用いることもできる。
[Table] The compressive strength of each solidified product is shown in Table 6. As is clear from Table 6, the compressive strength of the solidified products in the sections ~ to which wool sludge was added was higher than that of the control section to which wool sludge was not added. The solidified material formed was used as a filler in an abandoned mine. The raw material cost of gypsum can be reduced by using by-products. Although Kira was used in this example, other alumina-containing compositions may be used in place of Kira. In this case, the alumina content is required to be about 20 to 30%, the same as Kira. Examples of alumina-containing compositions include kibushi clay and allofen (composition No. 7).
It is also possible to use Kanuma soil, etc., which contains (table).

【表】 しかして、本発明は羊毛スラツジ及び消石灰あ
るいは生石灰を用いることにより圧縮強度の大き
い固化物を得ることができる。 また、本発明河川水スラツジの固化剤として廃
棄処分する羊毛スラツジを使用するので、原料費
が安価となり、河川水スラツジとともにそのまま
廃棄すると公害源となり処分しにくいこれらを有
効に処分できる利点がある。そして、本発明方法
によれば圧縮強度の大きい固化物が得られるの
で、鉱山採掘跡、不要墜道などの埋め立て用、軟
弱地盤の改良用、ゴミ埋立地におけるガス発生防
止やゴミ埋立地の地盤改良等に使用できる。
[Table] According to the present invention, a solidified product with high compressive strength can be obtained by using wool sludge and slaked lime or quicklime. In addition, since the wool sludge that is disposed of as a solidifying agent for the river water sludge of the present invention is used, the raw material cost is low, and there is an advantage that it is possible to effectively dispose of these materials, which become a source of pollution and are difficult to dispose of when disposed of together with the river water sludge. According to the method of the present invention, a solidified product with high compressive strength can be obtained, so it can be used for reclamation of mining sites, unnecessary road falls, etc., for improving soft ground, for preventing gas generation in garbage landfills, and for reclamation of waste landfill sites. Can be used for improvements, etc.

【図面の簡単な説明】[Brief explanation of the drawing]

図は本発明の基礎となる実験結果を示すもの
で、第1図は河川水スラツジの配合量と水和固化
物の強度の関係を示すグラフ、第2図は河川水ス
ラツジに羊毛スラツジを配合した場合の水和固化
物の強度を示すグラフ、第3図は羊毛スラツジを
含むベースに河川水スラツジを配合した場合の、
河川水スラツジの配合量とその水和固化物の強度
の関係を示すグラフ、第4図は参考例を示すもの
で羊毛スラツジを含むベースに石灰剤を加えない
場合の、水和固化物の強度を示すグラフである。
The figures show the experimental results that form the basis of the present invention. Figure 1 is a graph showing the relationship between the amount of river water sludge mixed and the strength of the hydrated solidified product, and Figure 2 is a graph showing the relationship between the amount of river water sludge mixed and the strength of the hydrated solidified product. Figure 3 is a graph showing the strength of the hydrated solidified product when river water sludge is blended into a base containing wool sludge.
A graph showing the relationship between the blending amount of river water sludge and the strength of its hydrated solidified product. Figure 4 shows a reference example, and shows the strength of the hydrated solidified product when no lime agent is added to the base containing wool sludge. This is a graph showing.

Claims (1)

【特許請求の範囲】[Claims] 1 河川水の浄化処理に際して生ずる河川水スラ
ツジ及び羊毛の洗滌及び染色処理に際して生ずる
羊毛スラツジに対し、窯業原料廃渣として排出さ
れるキラと石こうと、消石灰あるいは生石灰とを
混合して水和固化物となすに際し、含水率約60%
の前記河川水スラツジ約5〜50重量部と、含水率
約60%の前記羊毛スラツジ約5〜30重量部と、ア
ルミナ分含有率約20〜30%の前記アルミナ組成物
約100重量部と、石こう約5〜30重量部と、消石
灰あるいは生石灰約2〜30重量部よりなる混合範
囲にて混合することを特徴とした河川水スラツジ
と羊毛スラツジとの混合固化処理方法。
1. For river water sludge generated during river water purification treatment and wool sludge generated during wool washing and dyeing treatment, hydrated solidified product is produced by mixing Kira and gypsum, which are discharged as ceramic raw material waste, and slaked lime or quicklime. When making eggplant, the moisture content is approximately 60%.
about 5 to 50 parts by weight of the river water sludge, about 5 to 30 parts by weight of the wool sludge having a water content of about 60%, and about 100 parts by weight of the alumina composition having an alumina content of about 20 to 30%; A method for mixing and solidifying river water sludge and wool sludge, comprising mixing about 5 to 30 parts by weight of gypsum and about 2 to 30 parts by weight of slaked lime or quicklime.
JP2570678A 1978-03-07 1978-03-07 Solidification method of river water sludge Granted JPS54118652A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2570678A JPS54118652A (en) 1978-03-07 1978-03-07 Solidification method of river water sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2570678A JPS54118652A (en) 1978-03-07 1978-03-07 Solidification method of river water sludge

Publications (2)

Publication Number Publication Date
JPS54118652A JPS54118652A (en) 1979-09-14
JPS6158239B2 true JPS6158239B2 (en) 1986-12-10

Family

ID=12173220

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2570678A Granted JPS54118652A (en) 1978-03-07 1978-03-07 Solidification method of river water sludge

Country Status (1)

Country Link
JP (1) JPS54118652A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110054370A (en) * 2019-04-15 2019-07-26 广东开源环境科技有限公司 A kind of river bottom mud solidification is stable to repair medicament and preparation method thereof

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09276604A (en) * 1996-02-16 1997-10-28 Chiiki Shinko Jigyodan:Kk Flocculant
CN103880350A (en) * 2014-02-14 2014-06-25 华北有色工程勘察院有限公司 Lake mud grout mix for mine water shutoff curtain and preparation method thereof
CN104016656B (en) * 2014-05-23 2016-05-18 华北有色工程勘察院有限公司 Mine water blockoff curtain lake mud slurries preparation technology and equipment thereof
CN109158405B (en) * 2018-08-28 2021-05-25 江苏大学 Functionalized construction waste material and resource utilization preparation method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4846564A (en) * 1971-10-19 1973-07-03
JPS5292869A (en) * 1976-01-31 1977-08-04 Kajima Corp Process for solidifying slurry and industrial waste soil

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4846564A (en) * 1971-10-19 1973-07-03
JPS5292869A (en) * 1976-01-31 1977-08-04 Kajima Corp Process for solidifying slurry and industrial waste soil

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110054370A (en) * 2019-04-15 2019-07-26 广东开源环境科技有限公司 A kind of river bottom mud solidification is stable to repair medicament and preparation method thereof
CN110054370B (en) * 2019-04-15 2021-08-20 广东开源环境科技有限公司 River sediment curing, stabilizing and repairing agent and preparation method thereof

Also Published As

Publication number Publication date
JPS54118652A (en) 1979-09-14

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