JPS63270600A - Method for curing ready-mixed concrete sludge - Google Patents

Method for curing ready-mixed concrete sludge

Info

Publication number
JPS63270600A
JPS63270600A JP61186062A JP18606286A JPS63270600A JP S63270600 A JPS63270600 A JP S63270600A JP 61186062 A JP61186062 A JP 61186062A JP 18606286 A JP18606286 A JP 18606286A JP S63270600 A JPS63270600 A JP S63270600A
Authority
JP
Japan
Prior art keywords
sludge
ready
mixed concrete
cement
water
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.)
Pending
Application number
JP61186062A
Other languages
Japanese (ja)
Inventor
Chihiro Suemoto
末本 千廣
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.)
SUEMOTO KOGYO KK
Original Assignee
SUEMOTO KOGYO KK
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 SUEMOTO KOGYO KK filed Critical SUEMOTO KOGYO KK
Priority to JP61186062A priority Critical patent/JPS63270600A/en
Publication of JPS63270600A publication Critical patent/JPS63270600A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To reutilize ready-mixed concrete sludge by dehydrating the sludge, and then adding a small amt. of cement to dry and cure the sludge. CONSTITUTION:The sludge obtained by removing the ballast and sand from ready-mixed concrete waste water is passed through a dehydrator to reduce the water content to about 50%, the water content is further reduced to about 20-30% by air drying, then about 10wt.% cement, based on the sludge, is added and kneaded, the kneaded material is pressure-formed (granulation) into a desired form, and the sludge is dried and cured by air drying or a drier. By this method, the formed material of sludge has excellent hardness equivalent to the hardness when ready-mixed concrete is cured. As a result, the material can be utilized as secondary materials such as roadbed reinforcing material, or the formed material in the form of pebbles is spread over acidified land, embedded, and utilized as the soil improving agent, etc., having a neutralizing action and a water infiltrating action.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、産業廃棄物として廃棄処分される以外に処理
方法が存しなかった生コンスラッジを2次的材料として
種々の用途に再利用することを可能にした生コンスラッ
ジの固化方法に関する。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention reuses ready-mixed concrete sludge, for which there is no other treatment method other than disposing of it as industrial waste, as a secondary material for various uses. This paper relates to a method for solidifying raw concrete sludge that makes it possible to do this.

(従来の技術及び問題点) 生コンクリート(以下単に生コンという)工場において
発生する種々の公害問題のうちで生コンを含んだ排水の
処理問題はとりわけて深刻であり、近年大きな社会問題
となっている。即ち1例えば生コンミキサ−車が生コン
の荷卸しを完了したあとで工場に戻ってドラム内の洗浄
を行った場合ニハ、砂利、砂、セメント、泥を含んだ生
コン水が多量に生成される。生コン車一台から取り出さ
れる残渣の量は、−回の洗浄で、砂利16.5kg、砂
48.8kg、生コンスラッジ12.5kgであり、し
かも−日最低2回は洗すを行うため、洗ff、水を含め
た生コン水は膨大な量になる。また1ケ月のスラッジ(
所謂戻り生コンを含む)の発生量は、小規模の工場では
約10m3.中規模工場では40〜70m3、そして大
規模工場では130〜200m3 である、脱水機によ
って水分を低減された後のケークには50%程度の水分
が残留している。
(Prior art and problems) Among the various pollution problems that occur in ready-mixed concrete (hereinafter simply referred to as ready-mixed concrete) factories, the problem of treating wastewater containing ready-mixed concrete is particularly serious, and has become a major social problem in recent years. . For example, when a ready-mixed concrete mixer truck completes unloading of ready-mixed concrete and returns to the factory to clean the inside of the drum, a large amount of ready-mixed concrete water containing gravel, sand, cement, and mud is produced. The amount of residue removed from one ready-mixed concrete truck is 16.5 kg of gravel, 48.8 kg of sand, and 12.5 kg of ready-mixed concrete sludge in - times of washing. ff, the amount of ready-mixed concrete water including water is enormous. Another month's worth of sludge (
In a small-scale factory, the amount of generated concrete (including so-called returned ready-mixed concrete) is about 10m3. Approximately 50% of the moisture remains in the cake after the moisture is reduced by a dehydrator, which is 40 to 70 m3 in medium-sized factories and 130 to 200 m3 in large-scale factories.

なお、スラッジは強アルカリ性を有しており、再利用が
不可能であるとされているため、砂利と砂を除去して脱
水した後に残る大量のヘドロ状スラッジ水の廃棄処分は
生コン工場においては不可能であり、専門の処理業者に
依頼して廃棄するしか処理方法が存しなかった。このよ
うな専門の処理業者においては、人の住まない山中等に
地下浸透を防ぐためのコンクリート等から成る囲いを形
成し、この囲いの中に生コン木を廃棄し、乾燥固化後は
埋立てるのが一般である。
Furthermore, since sludge has strong alkalinity and is said to be impossible to reuse, the large amount of sludge-like sludge that remains after removing gravel and sand and dewatering must be disposed of at ready-mixed concrete plants. This was impossible, and the only way to dispose of it was to ask a specialized disposal company to dispose of it. These specialized disposal companies construct enclosures made of concrete to prevent underground seepage in uninhabited mountains, etc., and dispose of the ready-mixed concrete in these enclosures, and after it dries and solidifies, they do not dispose of it in landfills. is common.

なお第3図は、約50%の含水率に脱水されたスラッジ
水を自然乾燥させた場合における乾燥時間と、各経過時
間における硬度変化を示す表である。この表から明らか
なように、乾燥時間が経過して乾燥度が増す程、スラッ
ジの硬度が低下することが解る。これは、スラッジを構
成する粒子を結合するバイダが存していないために、乾
燥によって粉状体になるからである。
FIG. 3 is a table showing the drying time and the change in hardness at each elapsed time when sludge water that has been dehydrated to a water content of about 50% is naturally dried. As is clear from this table, as the drying time increases and the degree of dryness increases, the hardness of the sludge decreases. This is because there is no binder that binds the particles that make up the sludge, so the sludge becomes powdery when dried.

しかしながら、このような埋立による廃棄処分は廃棄場
所の確保の困難性や、法規による規制等の種々の障害に
よって年々困難化する傾向にあり、それに伴なって専門
業者による廃棄処理料も著しく値上りする傾向にある0
例えば、生コンの1rn3′”ilりの販売価格が1万
1千500円であるのに対して、専門処理業者に支払う
手数料はスラッジ水1m3当り1万5千800円〜2万
円であり、生コン業者にとっては適法な廃棄処理を行え
ば行うほど経済的損失が増大してゆく仕組みになってい
る。このため、スラッジを不法に投棄する業者が急増し
ている。
However, this type of waste disposal by landfill tends to become more difficult year by year due to various obstacles such as difficulty in securing a disposal site and legal regulations, and accordingly, the cost of waste disposal by specialized companies has increased significantly. 0 trending
For example, while the selling price of 1rn3'"il of ready-mixed concrete is 11,500 yen, the fee paid to a specialized treatment company is 15,800 yen to 20,000 yen per 1m3 of sludge water. For ready-mixed concrete companies, the more they dispose of sludge legally, the more economic losses they suffer.As a result, the number of companies illegally dumping sludge is rapidly increasing.

また、所謂戻り生コンといって荷卸し後にT場に持ち帰
られた余った生コンも従来は廃棄されることが多く、r
rr利用のための方策は存していなかった・ また、スラッジに種々の薬剤を添加することによってス
ラッジを固化させる方法も耳々提案されているが、何れ
の方法も添加物の種類が多く、工程の複雑化と、コスト
アップを回避することができなかった。
Additionally, surplus ready-mixed concrete brought back to the T site after unloading, known as returned ready-mixed concrete, was conventionally often discarded.
There was no existing method for utilizing RR.Also, methods of solidifying sludge by adding various chemicals to the sludge have been repeatedly proposed, but each method requires many types of additives. It was not possible to avoid complicating the process and increasing costs.

(問題点を解決するための手段) 本発明は上記に鑑みてなされたものであり、工程の複雑
化と、コストアップを招くことなく、スラッジを固化し
て有効的な再利用を可能とするため、生コンスラッジ水
を脱水した後、少量のセメントを添加し、乾燥固化させ
るようにした生コンスラッジの固化方法を提供するもの
である。
(Means for Solving the Problems) The present invention has been made in view of the above, and enables effective reuse by solidifying sludge without complicating the process or increasing costs. Therefore, the present invention provides a method for solidifying ready-mixed concrete sludge in which a small amount of cement is added after dewatering the ready-mixed concrete sludge water and then dried and solidified.

(実施例) 以下、本発明の生コンスラッジの固化方法について詳細
に説明する。
(Example) Hereinafter, the method for solidifying fresh concrete sludge of the present invention will be described in detail.

まず、本発明方法の第1の工程はスラッジ水の脱水工程
であり、この工程では生コンミキサ−車のドラム内を洗
浄することによって得られた生コン排水から砂利及び砂
を除去してスラッジ水にしてから、スラッジ水を脱水機
によって脱水濾過して、約50%まで水分を低下させる
First, the first step of the method of the present invention is a sludge water dehydration step. In this step, gravel and sand are removed from the ready-mixed concrete wastewater obtained by washing the inside of the drum of a ready-mixed mixer truck, and the sludge water is converted into sludge water. Then, the sludge water is dehydrated and filtered using a dehydrator to reduce the water content to about 50%.

次に、こうして得られたヘドロ状のスラッジ水は、第2
の工程である自然乾燥工程によって20〜30%まで水
分を低下させられる。この状態におけるスラッジは、湿
った粉状体から成るケークである。
Next, the sludge-like sludge water obtained in this way is
The moisture content can be reduced to 20-30% by the natural drying process. The sludge in this state is a cake of wet powder.

第3の工程はバインダとしてのセメント粉添加工程であ
り、第2の1程で得られたスラッジケークの約10屯量
%程度の訃のセメントをスラッジケークに添加して混練
する。セメントの最適添加量はスラッジが生成されてか
ら経過した時間によって変動し1時間が経過すればする
程、スラッジの活性が低下するため、セメントの添加量
は増大する。即ち、第1図は第3の工程におけるセメン
トの添加量(割合)と、各添加量に対応する固化速度と
の関係を示す表であり、この表では前記第1及び第2の
工程までに要する時間、即ち第3工程に着手する時間を
スラッジ発生後約7時間としている。この表から明らか
なように、スラッジ発生後できるだけ早い時期にセメン
トを添加することによって、セメントの量を節約するこ
とができる。特に、発生後20時間までの間におけるセ
メント添加処理が最も経済的である。
The third step is a step of adding cement powder as a binder, in which about 10 tonne of dead cement of the sludge cake obtained in the second step 1 is added to the sludge cake and kneaded. The optimum amount of cement to be added varies depending on the time that has passed since the sludge was generated; the more one hour passes, the more the activity of the sludge decreases, so the amount of cement to be added increases. That is, FIG. 1 is a table showing the relationship between the amount (ratio) of cement added in the third step and the solidification rate corresponding to each amount of addition. The time required, that is, the time to start the third step, is approximately 7 hours after the sludge is generated. As is clear from this table, the amount of cement can be saved by adding cement as early as possible after sludge generation. In particular, cement addition treatment up to 20 hours after occurrence is the most economical.

第3の工程で得られたセメント添加済みのスラッジは、
第4の工程である成型工程によって新漬の形状にプレス
成型(造粒加工)される、I&型工程においては、強い
加圧を行うのが好ましい、このスラッジ成型物の形状は
成型後の用途によって異なってくるが、例えば路盤強化
材として利用される場合には、砂利、小石程度の大きさ
に成型される。板状体、ブロック等々の形状に構成する
ことも可能である。なお、スラッジケークの含水率が高
ければ高い程成型が困難となり、上のに固化させるのに
必要なセメント添加量が増大する。即ち、:52図はス
ラッジケークの含水率と、各含水率に対応して必要とさ
れるセメント、jllとの関係を示し、水分が25%を
越えたときには成型が不可能となっている。
The cement-added sludge obtained in the third step is
In the fourth step, the molding step, the sludge is press-molded (granulated) into the shape of fresh pickles. In the I&mold step, it is preferable to apply strong pressure. For example, when used as a roadbed reinforcement material, it is molded into the size of gravel or pebbles. It is also possible to configure it in the shape of a plate, a block, or the like. It should be noted that the higher the moisture content of the sludge cake, the more difficult it becomes to mold it, and the greater the amount of cement required to solidify it. That is, Figure 52 shows the relationship between the moisture content of the sludge cake and the cement and jll required for each moisture content, and molding is impossible when the moisture content exceeds 25%.

最後に、:jrj5の工程である乾燥工程において、成
型されたスラッジの乾燥固化が行われる。乾燥方法は屋
外における自然乾燥で十分であるが、乾燥装置等を使用
して行っても差支えない。
Finally, in the drying step, step :jrj5, the shaped sludge is dried and solidified. As for the drying method, natural drying outdoors is sufficient, but it may also be carried out using a drying device or the like.

こうして乾燥固化されたスラッジ成型物は、粒状または
粉状のスラッジがバインダとしてのセメントによって強
固に結合一体化された状y5にあり、生コンが固化した
ときの硬度と変わらない十分な強度を有している。この
ため、2次的材料として路盤強化材等、種々のものに適
用することが可能である。 また、土壌改良剤としての
利用も可能である0例えば土地の酸性化による土地枯れ
が発生している場所に、スラッジを成型固化して成る小
石状のスラッジ成型物を多数敷き詰めた状態で埋設する
ことによって中和作用を有し且つ水を浸透させる層を形
成することができる。
The sludge molded product dried and solidified in this way has a state in which the granular or powdered sludge is strongly bonded and integrated by cement as a binder, and has sufficient strength comparable to the hardness of ready-mixed concrete. ing. Therefore, it can be applied to various things such as roadbed reinforcement materials as secondary materials. It can also be used as a soil conditioner.0For example, a large number of pebble-shaped sludge molded materials made by molding and solidifying sludge can be buried in areas where land is dying due to acidification. This makes it possible to form a layer that has a neutralizing effect and is permeable to water.

なお、スラッジ水は生成後24以内が活性1八が最も高
いため、添加するセメン) 、ij、も少なくて済む。
In addition, since the sludge water has the highest activity of 18 within 24 hours after its generation, less cement can be added.

(、J5案の効果) 以■―のように、本発明の生コンスラッジの固化方法に
よれば、工程の複雑化と、コストアップを招くことなく
、スラッジを固化して有効的なtri利用を図ることが
できる。
(Effects of Plan J5) As described below, according to the method for solidifying ready-mixed concrete sludge of the present invention, it is possible to solidify sludge and utilize tri effectively without complicating the process or increasing costs. can be achieved.

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

第1図は第3の工程におけるセメントの添加量に!J合
)と、各添加量に対応する固化速度との関係を示す表、
第2図はスラッジケークの含水率と、各含水率に対応し
て必要とされるセメント;^との関係を示す表、第3図
は約50%の含水率に脱水されたスラッジ水を自然乾燥
させた場合における乾燥時間と、各経過時間における硬
度変化を示す表。 特許出願人  末 本 工 業 株式会社代FM 、1
.  弁理上鈴木 均 七トン1−プ・力Q冬1、合、 a      第3図 芭 7−+7ソd−々の4し痰
Figure 1 shows the amount of cement added in the third step! A table showing the relationship between the solidification rate and the solidification rate corresponding to each addition amount,
Figure 2 is a table showing the relationship between the moisture content of sludge cake and the cement required for each moisture content. Figure 3 is a table showing the relationship between the moisture content of sludge cake and the cement required for each moisture content. A table showing the drying time in the case of drying and the change in hardness at each elapsed time. Patent applicant: Suemoto Kogyo Co., Ltd. FM, 1
.. Patent attorney Kenshichi Suzuki ton 1-pu power Q winter 1, combination, a Fig. 3 Bas 7-+7 sod-4 sputum

Claims (1)

【特許請求の範囲】[Claims] 生コンスラッジ水を脱水した後、少量のセメントを添加
し、乾燥固化させることを特徴とする生コンスラッジの
固化方法。
A method for solidifying ready-mixed concrete sludge, which is characterized in that after dehydrating the ready-mixed concrete sludge water, a small amount of cement is added and the mixture is dried and solidified.
JP61186062A 1986-08-07 1986-08-07 Method for curing ready-mixed concrete sludge Pending JPS63270600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61186062A JPS63270600A (en) 1986-08-07 1986-08-07 Method for curing ready-mixed concrete sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61186062A JPS63270600A (en) 1986-08-07 1986-08-07 Method for curing ready-mixed concrete sludge

Publications (1)

Publication Number Publication Date
JPS63270600A true JPS63270600A (en) 1988-11-08

Family

ID=16181722

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61186062A Pending JPS63270600A (en) 1986-08-07 1986-08-07 Method for curing ready-mixed concrete sludge

Country Status (1)

Country Link
JP (1) JPS63270600A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003176162A (en) * 2000-02-15 2003-06-24 Asano Concrete Kk Concrete-not-hardened sludge granular material and production method therefor
JP2010260015A (en) * 2009-05-08 2010-11-18 Yukio Yanagisawa Dephosphorizing material, dephosphorizing apparatus, and dephosphorizing by-product

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51121477A (en) * 1975-04-18 1976-10-23 Kubota Ltd Process for treating cement-containing dirty mud-like waste materials

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51121477A (en) * 1975-04-18 1976-10-23 Kubota Ltd Process for treating cement-containing dirty mud-like waste materials

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003176162A (en) * 2000-02-15 2003-06-24 Asano Concrete Kk Concrete-not-hardened sludge granular material and production method therefor
JP2010260015A (en) * 2009-05-08 2010-11-18 Yukio Yanagisawa Dephosphorizing material, dephosphorizing apparatus, and dephosphorizing by-product

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