JP2001104998A - Fluid mud immediate effect solidifying agent - Google Patents

Fluid mud immediate effect solidifying agent

Info

Publication number
JP2001104998A
JP2001104998A JP28402099A JP28402099A JP2001104998A JP 2001104998 A JP2001104998 A JP 2001104998A JP 28402099 A JP28402099 A JP 28402099A JP 28402099 A JP28402099 A JP 28402099A JP 2001104998 A JP2001104998 A JP 2001104998A
Authority
JP
Japan
Prior art keywords
agent
soil
acting
quick
electrolytic
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
JP28402099A
Other languages
Japanese (ja)
Inventor
Kayohiko Tanimoto
佳代彦 谷元
Hideo Yara
秀夫 屋良
Hiroshi Nakagawa
宏 中川
Yoshiyasu Uehara
義晏 上原
Ichizo Kono
市藏 河野
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.)
KANKYO BIKEN KK
NAWA SANGYO KK
Original Assignee
KANKYO BIKEN KK
NAWA SANGYO 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 KANKYO BIKEN KK, NAWA SANGYO KK filed Critical KANKYO BIKEN KK
Priority to JP28402099A priority Critical patent/JP2001104998A/en
Publication of JP2001104998A publication Critical patent/JP2001104998A/en
Pending legal-status Critical Current

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  • Treatment Of Sludge (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a fluid mud immediate effect solidifying agent forming sound soil without destructing an ecosystem and immediately solidifying water- containing sludge so as to make the same possible to feed and withdraw. SOLUTION: A treatment agent prepared by mixing highly polymerized sodium polyacrylate, diatomaceous earth and fly ash is mixed and kneaded with an electrolytic flocculating binder prepared by compounding pure water, ammonium persulfate, calcium nitrate, phsphonic acid and dilute sulfuric acid. Sodium silicate is further mixed and kneaded with the kneaded mixture. By this constitution, the modification and solidification of soil are performed at the same time.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、河川,湖沼,港湾
等の浚渫工事における難溺汚泥や産業汚泥等の任意の性
状の泥を瞬時に固粒固化して搬出,撤去の容易化を図る
に極めて効果的な難溺泥土即効固化剤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention aims at facilitating the removal and removal of sludge of any property such as drowned sludge or industrial sludge in a dredging work for rivers, lakes and marshes, harbors, etc. by instantaneously solidifying and solidifying the sludge. The present invention relates to an extremely effective anti-drown soil quick-acting agent.

【0002】[0002]

【従来の技術】河川,湖沼,港湾等には多くのヘドロの
ような汚泥が存在し、これ等の浚渫工事においてこの汚
泥を撤去することが必要であるが、その処理方法として
は従来では適切のものがなく、大きな問題となり、作業
進行上の大きなトラブルとなっていた。即ち、汚泥を処
理する処理剤としては、従来においても各種のものが採
用されているが、自然生態系を配慮したものは皆無に等
しい。例えば、処理剤により処理された土壌は強アルカ
リとなり、植生,水中生態系を大きく破壊し、水質悪化
の元凶である栄養塩の溶出等が起こる。即ち、処分化が
雨水等によりアルカリ水と共に各種の栄養塩が溶解し、
支水溝,河川,湖沼に流入し環境破壊を起こしている。
また、従来使用されている処理剤はその投入量も多く、
60乃至120kg/tと大量であり、処理土壌のボリ
ュームアップとなり、経済性の大きなロスとなってい
る。また、産業汚泥は焼酎汚泥に代表されるように殆ど
未処理の状態で海洋投棄又は焼却処理をしているのが現
状であり、焼却処理についても不完全なもので環境破壊
の大きな原因となっている。
2. Description of the Related Art Many sludges such as sludge are present in rivers, lakes, marshes, harbors and the like, and it is necessary to remove the sludge during dredging work. There was no problem, and it became a big problem and a big trouble in the work progress. That is, as the treatment agent for treating sludge, various kinds of treatment agents have been adopted in the past, but none of them consider the natural ecosystem. For example, soil treated with a treating agent becomes strongly alkaline, greatly destroys vegetation and aquatic ecosystems, and elutes nutrients, which are the main cause of water quality deterioration. That is, various nutrients are dissolved together with alkaline water by rainwater, etc.
It flows into spillways, rivers and lakes, causing environmental damage.
In addition, the amount of conventionally used treating agents is large,
The amount is as large as 60 to 120 kg / t, and the volume of the treated soil is increased, resulting in a large economical loss. In addition, industrial sludge, as represented by shochu sludge, is currently dumped or incinerated in an untreated state, and incineration is incomplete, causing a major cause of environmental destruction. ing.

【0003】[0003]

【発明が解決しようとする課題】汚泥を撤去するには汚
泥を搬去し易い形態、即ち、固化されることが望まし
く、且つこの固化が即効的であることが望ましい。一
方、河川や湖沼等に推積されている汚泥はリン,窒素,
有機物,ヘドロ等の富養塩化物からなり、酸素溶存率
(DO)が低下している。そのため、自浄能力が低下
し、還元状態となっている。この推積物は硫化物に変わ
り、硫化物からリンや窒素,硫化鉄等の養分溶出が起こ
り各種のプランクトン・アオコ類が発生し水質悪化が促
進される。そのため、湖沼等の汚泥は水中生態系が生存
できる自然界において必要な水中生態系に復元する必要
がある。よって、河川,湖沼等の汚泥の処理において
は、還元状態である汚泥を酸化状態に戻して環境破壊を
防止することを行うことが必要である。特に、汚染され
た汚泥は極端にシリカ(sio)の成分が低く、このシ
リカの不足が永久ヘドロの主因であり、この成分を高め
る汚泥浄化処理が必要である。
In order to remove sludge, it is desirable that sludge is easily transported, that is, solidified, and that the solidification be immediate. On the other hand, sludge accumulated in rivers, lakes and marshes is phosphorus, nitrogen,
It is composed of organic substances and eutrophic chlorides such as sludge, and has a low oxygen solubility (DO). As a result, the self-cleaning ability has been reduced, and the state has been reduced. This deposit is converted into sulfide, and phosphorus, nitrogen, iron sulfide, and other nutrients are eluted from the sulfide to generate various plankton and blue-green algae, thereby promoting deterioration of water quality. Therefore, it is necessary to restore sludge from lakes and marshes to a necessary underwater ecosystem in the natural world where the aquatic ecosystem can survive. Therefore, in the treatment of sludge from rivers, lakes, and the like, it is necessary to return the sludge in a reduced state to an oxidized state to prevent environmental destruction. In particular, the polluted sludge has an extremely low silica (sio) component, and the lack of this silica is the main cause of permanent sludge, and a sludge purification treatment for increasing this component is required.

【0004】本発明は、以上の事情に鑑みて発明された
ものであり、無シリカの状態にある汚泥土壌を酸化状態
の健康土壌に改質すると共に、汚泥の固化が即効的に行
われ、汚泥の搬出,撤去の大幅な効率化が可能な難溺泥
土即効固化剤を提供することを目的とする。
[0004] The present invention has been made in view of the above-mentioned circumstances, and is intended to reform sludge soil in a silica-free state into healthy soil in an oxidized state and to solidify the sludge immediately, An object of the present invention is to provide a hard-to-drown soil quick-acting agent capable of greatly improving sludge removal and removal efficiency.

【0005】[0005]

【課題を解決するための手段】本発明は、以上の目的を
達成するために、電解凝集結合剤とこれに混合される処
理剤とからなる即効固化剤であって、前記電解凝集結合
剤は、純水,過硫酸アンモニウム,硝酸カルシウム,ホ
スホン酸及び希硫酸を所定の重量比で混合したものから
なり、前記処理剤は、高重合ポリアクリル酸ナトリウ
ム,珪藻土,フライアッシュを所定の重量比で混合した
難溺泥土即効固化剤を構成するものである。また、前記
電解凝集結合剤と処理剤とからなる即効固化剤にケイ酸
ナトリウムを混合して形成される難溺泥土即効固化剤を
特徴とするものである。
In order to achieve the above object, the present invention provides a quick-acting solidifying agent comprising an electrolytic flocculating binder and a treating agent mixed with the electrolytic flocculating binder. , Pure water, ammonium persulfate, calcium nitrate, phosphonic acid, and dilute sulfuric acid in a predetermined weight ratio. The treating agent is a mixture of highly polymerized sodium polyacrylate, diatomaceous earth, and fly ash in a predetermined weight ratio. It constitutes the hardened drought soil quick-acting agent. Further, the present invention is characterized by a hard-to-drown soil quick-acting agent formed by mixing sodium silicate with the quick-acting agent comprising the electrolytic coagulation binder and the treating agent.

【0006】また、本発明は、前記処理剤が、高重合ポ
リアクリル酸ナトリウム40乃至60g,珪藻土40乃
至60g,フライアッシュ20乃至30gの重量割合で
3種のものを混合したものからなることを特徴とする。
また、前記電解凝集結合剤が、硫酸アルミニウム,ポリ
硫酸アルミニウム,ポリ硫酸第2鉄のうちの何れか1種
のものと代替えされるものからなることを特徴とする。
Further, the present invention is characterized in that the treating agent comprises a mixture of three kinds in a weight ratio of 40 to 60 g of highly polymerized sodium polyacrylate, 40 to 60 g of diatomaceous earth, and 20 to 30 g of fly ash. Features.
Further, the electrolytic cohesive bonding agent is characterized in that it is replaced with any one of aluminum sulfate, polyaluminum sulfate and ferric polysulfate.

【0007】また、本発明は、前記電解凝集結合剤又は
この代替品と前記処理剤との併用からなる前記即効固化
剤には処理施工時においてPH調整用の消石灰(水素化
カルシウム)が混合されることを特徴とするものであ
る。
In the present invention, slaked lime (calcium hydride) for adjusting pH during processing is mixed with the quick-acting solidifying agent comprising the electrolytic flocculating binder or its substitute and the treating agent in combination. It is characterized by that.

【0008】処理剤としての高重合ポリアクリル酸ナト
リウムは驚異的な吸水力を有するものであり、これによ
り汚泥の固化が即進される。然し乍ら、高重合ポリアク
リル酸ナトリウムは疎水性が低い欠点を有する。これを
補填すべく珪藻土やフライアッシュが用いられる。珪藻
土及びフライアッシュにより、通気性,疎水性,保水
性,分散性が向上する。よってこの3種の処理剤を用い
ることにより汚泥の即効固化ができると共に通気性,保
水性,疎水性のある団粒子を形成することができる。ま
た、電解凝集結合剤を用いることにより還元土壌が酸化
土壌となり、シリカの成分も多くなり健康土壌に改質す
ることができる。また、ケイ酸ナトリウムを用いること
により泥土成分中の無シリカの改善や土壌硬化が一層促
進される。また、消石灰を使用することによりPH調整
が自由に行われる。
[0008] Highly polymerized sodium polyacrylate as a treating agent has a remarkable water absorbing power, whereby the solidification of the sludge is promoted immediately. However, highly polymerized sodium polyacrylate has the disadvantage of low hydrophobicity. Diatomaceous earth and fly ash are used to compensate for this. Diatomaceous earth and fly ash improve air permeability, hydrophobicity, water retention, and dispersibility. Therefore, by using these three types of treating agents, sludge can be quickly solidified and, at the same time, aggregate particles having air permeability, water retention, and hydrophobicity can be formed. In addition, by using the electrolytic coagulation binder, the reduced soil becomes the oxidized soil, the component of silica increases, and the soil can be reformed into healthy soil. Further, by using sodium silicate, improvement of silica-free in mud component and hardening of soil are further promoted. In addition, the pH can be freely adjusted by using slaked lime.

【0009】[0009]

【発明の実施の形態】以下、本発明の難溺泥土即効固化
剤の実施の形態を詳述する。まず、電解凝集結合剤につ
いては同一出願人による特願平11−1744号及び特
願平11−1797号にて出願済であり、その中に詳し
く開示してあるためこの内容については以下に簡単に説
明するに留まり、処理材について詳しく説明することに
する。まず、電解凝集結合剤としては次の[表1]に示
す配合のものからなる。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of the hard-to-drown soil quick-acting agent of the present invention will be described in detail. First, the application of an electrolytic coagulation binder has been filed in Japanese Patent Application Nos. 11-1744 and 11-1797 by the same applicant, and is disclosed in detail therein. And the processing material will be described in detail. First, the electrolytic coagulation binder has the composition shown in the following [Table 1].

【0010】[0010]

【表1】 [Table 1]

【0011】表1に示すように電解凝集結合剤は純水,
過硫酸アンモニウム,硝酸カルシウム,ホスホン酸,希
硫酸等とからなり、例えば、表1に示す重量比により構
成される。なお、電解凝集結合剤としては表1の配合の
ものに限定するものではなく、例えば、硫酸アルミニウ
ム,ポリ硫酸アルミニウム,ポリ硫酸第2鉄のうちのい
ずれか1種のものを代替品として用いてもよい。
As shown in Table 1, the electrolytic coagulation binder was pure water,
It is composed of ammonium persulfate, calcium nitrate, phosphonic acid, dilute sulfuric acid and the like, and has, for example, a weight ratio shown in Table 1. The electrolytic coagulative binder is not limited to the one shown in Table 1. For example, any one of aluminum sulfate, polyaluminum sulfate, and ferric polysulfate may be used as a substitute. Is also good.

【0012】まず、純水は地下水等の清水がよく、塩素
の混入されていない水が望ましい。また、塩素が混入し
ていても微少量であることが必要である。過硫酸アンモ
ニウムは、別名ベルオキソニ硫酸アンモニウムともい
い、主に酸化漂白,アクリル樹脂の重合剤,小麦粉の改
質剤であり、硫化物の強力酸化活性促進の主役である。
即ち、底泥中における酸化活性に伴う酸素及びオゾンを
発生させる優れた能力を有し、水中で容易に遊離ラジカ
ルを生成し、リン,窒素等の酸化分解による無害化の主
役となる。硝酸カルシウムは、別名硝酸石灰ともいい、
主に水溶性の肥料,染色加工,冷媒溶剤として使用され
るもので硫化物の酸化分解の促進剤として機能する。前
記したように、本剤一点のみで琵琶湖研究所では湖底泥
の浄化に効果的であるとの研究結果を発表している。
First, pure water is preferably fresh water such as groundwater, and desirably water containing no chlorine. Further, even if chlorine is mixed, it is necessary that the amount is very small. Ammonium persulfate, also known as ammonium peroxodisulfate, is mainly an oxidative bleaching agent, an acrylic resin polymerizer, and a flour modifier, and plays a leading role in promoting strong oxidizing activity of sulfide.
That is, it has an excellent ability to generate oxygen and ozone due to the oxidation activity in the sediment, easily generates free radicals in water, and plays a leading role in detoxification by oxidative decomposition of phosphorus, nitrogen and the like. Calcium nitrate is also known as lime nitrate,
It is mainly used as a water-soluble fertilizer, dyeing and refrigerant solvent, and functions as an accelerator for oxidative decomposition of sulfide. As mentioned above, the Lake Biwa Research Institute has published research results that show that only one drug is effective in purifying lake bottom mud.

【0013】また、ホスホン酸は別名エチドロン酸化と
いい、主に水処理におけるスケール防止,防食,過酸化
物の安定,凝結合剤,重金属のキレード剤として使用さ
れる。重金属イオンの封鎖,合成による酸化物の安定と
して機能する。河川,湖沼により泥土中に重金属が含有
されている場合があり、この無害化に効果的である。ま
た、各種薬剤との併用剤として共働効果を発揮する(キ
レード剤としての効果大)。また、希硫酸は別名硫酸と
もいい、泥土の酸性化に効果的なものである。以上のよ
うに、電解凝集結合剤の構成要素は夫々各種の機能を有
し、これ等の構成要素の混合剤からなる電解凝集結合剤
は夫々の構成要素の各特徴を合わせもつ浄化処理剤とし
ての機能を有するものである。一方、ケイ酸ナトリウム
は別名水ガラスともい、SiO2そのものである。洗剤
のビルダ,土壌の硬化安定剤,セメントの急結剤,窯業
用剤,溶接棒用剤等に使用される。泥土成分中の無シリ
カの改善や土壌硬化促進剤として機能する。湖底泥を成
分基礎から改善するものである。次の[表2]は以上の
構成要素の電解凝集結合剤を用いた場合の湖沼の各成分
を従来のものと比較したものであり、シリカ(sio)
が大幅に増加していることがわかる。
Phosphonic acid is also known as etidron oxidation, and is mainly used as a scale inhibitor in water treatment, corrosion protection, peroxide stabilization, a coagulant, and a chelating agent for heavy metals. It functions as oxide sequestration by blocking and synthesizing heavy metal ions. There are cases where heavy metals are contained in mud depending on rivers and lakes, which is effective for detoxification. In addition, it exerts a synergistic effect as a concomitant drug with various drugs (large effect as a chelating agent). Dilute sulfuric acid, also called sulfuric acid, is effective for acidifying mud. As described above, the components of the electrolytic flocculating binder each have various functions, and the electrolytic flocculating binder composed of a mixture of these components is a purification treatment agent having the characteristics of each component. It has the function of On the other hand, sodium silicate is also called water glass, and is SiO 2 itself. Used as detergent builder, soil hardening stabilizer, cement quick setting agent, ceramic agent, welding rod agent, etc. It functions as an improvement of silica-free in mud components and as a soil hardening accelerator. It improves lake bottom mud from the component basis. The following [Table 2] shows a comparison of each component of a lake and a marsh when the electrolytic coagulant binder of the above-mentioned components was used with that of a conventional one.
It can be seen that is greatly increased.

【0014】[0014]

【表2】 [Table 2]

【0015】次に、本発明における処理剤について説明
する。処理剤は高重合ポリアクリル酸ナトリウムと称呼
される脂肪族・有機高分子のアクリル酸とアクリル酸ソ
ーダの高重合物と、珪藻土(鉱石粉末)の珪藻の化合
(岩石,土塊)加工品及びアクアメッシュ(石灰石)の
3種のものを混合したものからなる。なお、フライアッ
シュは火力発電所等から排出されるアッシュである。
[表3]にそれ等の重量比や科学式等を示す。
Next, the treatment agent in the present invention will be described. The treating agent is a highly polymerized product of acrylic acid and sodium acrylate, an aliphatic / organic polymer called high-polymerized sodium polyacrylate, and a diatomaceous compound (rock, earth mass) of diatomaceous earth (ore powder) and aqua. It consists of a mixture of three types of mesh (limestone). Note that fly ash is ash discharged from thermal power plants and the like.
Table 3 shows the weight ratios, scientific formulas, and the like thereof.

【0016】[0016]

【表3】 [Table 3]

【0017】高重合ポリアクリル酸ナトリウムは水と接
触すると100乃至1000倍に膨潤する驚異的な吸水
力,保水力を有しハイドロゲルを形成する。ハイドロゲ
ルは増粘性を示す。吸水機構としてはゲルの隙間や多孔
質部分に水が取り込まれ、膨大な水を保持する(吸水保
持力として例えば10gに対し500ccの水をゲル化
保持することができる)。また、河川や湖沼の泥土中に
本剤を添加する浚渫泥土処理においては、膨潤したゲル
が細かく弱いために土や砂の隙間を埋めてしまい止水層
を形成する。即ち、本剤は迅速に驚異的な吸水保持力を
有すると共に土中の金属塩と結合し、構築したゲルは不
溶性となる長所を有するが、水捌け,乾燥が悪く、処理
時に粘調質となり、均一分散性に劣り、ままこ状になり
易い短所を有する。また、処理土壌の地耐力が弱く、同
時に雨水を再保持する短所もある。なお、本剤は紙オム
ツ,畜産加工物の廃水処理剤や湿布薬,各種増粘剤,冷
凍食品の凍結安定剤等に従来より使用されている。
Highly polymerized sodium polyacrylate has a remarkable water absorption and water retention capacity that swells 100 to 1000 times when it comes into contact with water, and forms a hydrogel. Hydrogels exhibit a viscosity increase. As a water absorption mechanism, water is taken into gaps and porous portions of the gel, and retains a large amount of water (for example, 500 cc of water can be gelled and retained for 10 g as a water absorption retention force). In addition, in dredging mud treatment in which the present agent is added to mud of rivers and lakes, since the swollen gel is fine and weak, it fills gaps in soil and sand and forms a water-blocking layer. In other words, this agent has a remarkable water absorption retention power quickly and binds to the metal salt in the soil, and the constructed gel has the advantage of being insoluble, but it has poor drainage and drying, and becomes viscous during processing, It is inferior in uniform dispersibility and has a disadvantage of easily becoming a cage. Further, there is a disadvantage that the soil bearing capacity of the treated soil is weak, and at the same time, the rainwater is retained. The present agent has been conventionally used in disposable diapers, wastewater treatment agents for livestock products, compresses, various thickeners, freeze stabilizers for frozen foods, and the like.

【0018】珪藻土は鉱石粉末として突出した吸水力を
有す。性状としては多孔質の白色微粉末(気孔度90
%,シリカ88%,吸水率280%)で保水性,疎水
性,通気性の3相に非常に優れる。主用途としては濾過
剤として醤油,糖,水アメ,植物油,鉱物油の濾過に用
いられ、また、建材として断熱防音材として用いられ
る。また、セメント混合材としても用いられる。前記の
高重合ポリアクリル酸ナトリウムは前記のような長所,
短所があるが、珪藻土はこの短所を改善することができ
る。珪藻土は藻の死骸体が推積したものからなり無数の
珪酸(セル)からなる。一個のセルは約30ミクロン前
後のものであり、その構造は円形,針状,舟形の多孔質
な殻の集合体である。特徴として吸水率280%,シリ
カ88%,気孔度90%の軽量粉末であり、通気性,疎
水性,保水性,分散性に優れる。この珪藻土を高重合ポ
リアクリル酸ナトリウムに合成配合することにより前記
の荷電中和,疎水性,粘調性等の欠点を改善し、通気性
を付与することができる。これ等により処理土壌の乾燥
等その精度の向上が図れる。
Diatomaceous earth has a prominent water absorbing power as ore powder. The properties are porous white fine powder (porosity 90
%, Silica 88%, water absorption 280%), and is excellent in three phases of water retention, hydrophobicity and air permeability. It is mainly used for filtering soy sauce, sugar, water syrup, vegetable oil, and mineral oil as a filtering agent, and as a heat insulating and sound insulating material as a building material. It is also used as a cement mixture. The above-mentioned highly polymerized sodium polyacrylate has the above advantages,
There are disadvantages, but diatomaceous earth can remedy this disadvantage. Diatomaceous earth is made up of dead bodies of algae and consists of countless silicic acids (cells). One cell is about 30 microns, and its structure is a collection of round, needle-like, boat-like porous shells. It is a lightweight powder with a water absorption of 280%, silica of 88% and a porosity of 90%, and is excellent in air permeability, hydrophobicity, water retention and dispersibility. By synthesizing and blending this diatomaceous earth with highly polymerized sodium polyacrylate, the above-mentioned drawbacks such as charge neutralization, hydrophobicity, and viscosity can be improved, and air permeability can be imparted. By these means, the accuracy of the treatment soil, such as drying, can be improved.

【0019】フライアッシュ(石炭灰)は人工ポゾラン
の一種であり、シリカ質又はアルミノシリカ質のもので
ある。土中ではアルカリ土壌と反応して不溶性化合物を
生成し自硬する。孔隙構造の多孔質で保水・疎水性に優
れる。また、浚渫泥土処理時には締固めに対する安定し
た支持力を有し、ポーラス構造内部に多量の水分を結晶
水として固定し、同時にシルト粒子(超微細粒子)や有
害成分の吸着・固着を促進する作用が生ずる。長所とし
ては、通気性,疎水性,保水性の三相に優れ、泥土の改
質効果が大であり、エトリリンガイドを構築し経時変化
と共に固化強度を増して行く特性を有する。また、有害
成分を吸着固化し脱臭効力を有する。一方、添加量が多
く作業効率が悪く、即効的固化強度がなく、雨水等によ
り処理土壌が流失する短所を有する。また、処理土壌の
迅速な搬出はできない等の短所を有する。なお、前記の
珪藻土もこのフライアッシュと近似する長所,短所を有
する。なお、フライアッシュはアッシュセメント,土壌
改良材,路盤材として従来より使用されている。なお、
表4に珪藻土及びフライアッシュの成分を示す。
Fly ash (coal ash) is a kind of artificial pozzolan and is of silica or alumino-silica. In the soil, it reacts with alkaline soil to form insoluble compounds and hardens. It has a porous structure and is excellent in water retention and hydrophobicity. In addition, it has a stable bearing capacity for compaction during dredging mud treatment, fixes a large amount of water as crystallization water inside the porous structure, and at the same time promotes the adsorption and fixation of silt particles (ultra-fine particles) and harmful components. Occurs. As advantages, it is excellent in three phases of air permeability, hydrophobicity and water retention, has a large mud reforming effect, and has the property of increasing the solidification strength with the passage of time by constructing an etorineline guide. In addition, it has a deodorizing effect by adsorbing and solidifying harmful components. On the other hand, there is a disadvantage that the added amount is large, the working efficiency is poor, there is no immediate solidification strength, and the treated soil is washed away by rainwater or the like. In addition, it has a disadvantage that it is not possible to quickly carry out the treated soil. The diatomaceous earth also has advantages and disadvantages similar to the fly ash. Fly ash has been conventionally used as ash cement, soil improvement material, and roadbed material. In addition,
Table 4 shows the components of diatomaceous earth and fly ash.

【0020】[0020]

【表4】 [Table 4]

【0021】以上のように、処理剤は互いに短所を補い
合いその相乗的効力により迅速な固化反応を発生し、自
然環境にやさしい土壌を構築させる。また、以上の性質
の処理剤と結合される電解凝集結合剤は強力な荷電中和
反応を示し、泥土の特徴的欠点の1つである親水基を完
全に破壊せしめ、泥土粒子間に強い圧縮結合反応が起こ
り、粒子間の水分子が押し出され(疎水反応)、経時と
共に蒸発乾燥促進による団粒固化強度を増加する。
As described above, the treating agents compensate for each other's shortcomings and generate a rapid solidification reaction due to their synergistic effect, thereby constructing a soil that is friendly to the natural environment. In addition, the electrolytic flocculating binder combined with the treating agent having the above properties shows a strong charge neutralization reaction, completely destroys the hydrophilic group which is one of the characteristic defects of mud, and strongly compresses between mud particles. A binding reaction occurs, whereby water molecules between the particles are extruded (hydrophobic reaction), and the solidification strength of the aggregate due to the promotion of evaporation and drying increases with time.

【0022】次に、前記の処理剤と電解凝集結合剤との
併用したものの特徴を説明する。 1)処理作業時の粘調性の改質及び均一分散性の向上に
よりフイッシュアイ(ままこ)等の問題を解決される。 2)泥土中の浮水を迅速に吸収固化を図り即時処理土の
搬出撤去が可能になる。 3)撤去に伴う移送中に一滴の水も滲み出ない。 4)処理土壌の団粒子は強固であり、併用するリバイバ
の金属塩との反応結合により不溶性となり、長期雨水等
に対し再泥土化は起こらない。 5)処理土壌は親水基を破壊し、優れた三相を構築す
る。なお、PHは6.0〜7.0の範囲である。 6)地耐力は自重で以下に説明するA手法で1.3〜
1.8kgの範囲が好ましい。
Next, the features of the combination of the above-mentioned treating agent and the electrolytic coagulation binder will be described. 1) Problems such as fish eyes (mamako) can be solved by improving the viscosity and improving the uniform dispersibility during the processing operation. 2) Immediately absorb and solidify the floating water in the mud, making it possible to immediately carry out and remove the treated soil. 3) A single drop of water does not seep out during removal. 4) The aggregate particles of the treated soil are strong and insoluble due to the reaction bond with the metal salt of the reviver used in combination, and do not re-soil for long-term rainwater or the like. 5) The treated soil destroys the hydrophilic groups and builds an excellent three phase. In addition, PH is in the range of 6.0 to 7.0. 6) The ground bearing capacity is 1.3-
A range of 1.8 kg is preferred.

【0023】次に、本発明の難溺泥土即効固化剤の実験
例を説明する。まず、含泥率60乃至70%の浚渫泥土
1t当りに添加するA手法について説明する。この場
合、処理剤は5kg添加し、粉体の状態で泥土中に平均
に散布する。一方、電解凝集結合剤(リバイバ)は5リ
ットルの液体を耐薬用ポンプにより泥中に平均に散布す
る。なお、混練撹拌は小型のユンボを用いる。また、泥
土としては泥土上部に浮水が表面積70%の状態で溜っ
ているものに適用された。 1)撹拌:軽く撹拌して泥土濃度の均一化を図る。 2)処理剤添加:泥土表面になるべく平均に散布する。 3)撹拌:処理剤を散布しながら混練撹拌を開始し、開
始後1乃至2分経過後にはヌメリが生じ、固化反応が起
こってくる。更に、2乃至3分撹拌を続行する。これ
で、完全に浮水が消失し、固化状態になるが軟溺状態で
ヌメリが残る。 4)電解凝集結合剤散布:なるべく平均に散布する。 5)撹拌:電解凝集結合剤を散布しながら撹拌する。撹
拌後1乃至2分経過すると固粒子反応が起き、更に撹拌
を続行すると2乃至3分後に強い団粒子を構築し、ヌメ
リも完全になくなり、サバサバした団粒固化土壌とな
る。
Next, an experimental example of the hard-to-drown soil quick-acting agent of the present invention will be described. First, the A method to be added per ton of dredged mud having a mud content of 60 to 70% will be described. In this case, 5 kg of the treating agent is added, and the powder is dispersed on average in the mud. On the other hand, the electrolytic flocculating binder (Reviver) sprays 5 liters of liquid into mud on average by a chemical resistant pump. The kneading and stirring use a small Yumbo. In addition, the mud was applied to the mud where floating water was accumulated in a state where the surface area was 70%. 1) Stirring: Lightly stir to achieve uniform mud concentration. 2) Addition of treatment agent: Spread as much as possible on the mud surface. 3) Stirring: Kneading and stirring are started while spraying the treating agent, and after 1 or 2 minutes from the start, slime is generated and a solidification reaction occurs. Stirring is continued for another 2-3 minutes. As a result, the floating water completely disappears and solidifies, but soft drowning leaves slime. 4) Spraying electrolytic coagulant binder: Spray as average as possible. 5) Stirring: Stir while spraying the electrolytic flocculating binder. One to two minutes after the stirring, a solid-particle reaction occurs. If the stirring is further continued, strong aggregated particles are formed after two to three minutes, the slime is completely eliminated, and the aggregated solidified soil is obtained.

【0024】以上の処理時間は約6乃至10分間であ
る。この処理土を直ちに水中に投入しても水は濁らず団
粒子も全く溶解しない。また、水没10時間放置後でも
全く変化なく同時の状態が保持される。従って、処理作
業終了後、直ちにダンプ車両等により搬出が可能であ
る。なお、以上は汚泥土壌についての実験であるが、焼
酎汚泥,屠殺場汚泥等にも適用され、同様の効果がある
ことが確認された。また、処理土をスクリュ脱水機によ
って脱水可能のことも確認された。
The above processing time is about 6 to 10 minutes. Even if this treated soil is immediately poured into water, the water does not become turbid and the aggregate particles do not dissolve at all. Further, even after being immersed in water for 10 hours, the same state is maintained without any change. Therefore, immediately after the completion of the processing work, it can be carried out by a dump vehicle or the like. In addition, although the above is an experiment about sludge soil, it was also applied to shochu sludge and slaughterhouse sludge, and it was confirmed that the same effect was obtained. It was also confirmed that the treated soil could be dewatered by a screw dewatering machine.

【0025】[0025]

【発明の効果】本発明によれば、多量水液を含む汚泥を
即時に固化し搬送,撤去が可能な状態にすると共に、還
元状態にある汚泥を酸化改質して生態系を破壊すること
なく清澄化された土壌とすることができる。また、無シ
リカ状態を改善し、健康土壌を構築することができる。
According to the present invention, sludge containing a large amount of aqueous solution is immediately solidified to make it ready for transportation and removal, and the sludge in a reduced state is oxidized and reformed to destroy an ecosystem. And clarified soil can be obtained. In addition, the silica-free state can be improved, and a healthy soil can be constructed.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C09K 17/22 C09K 17/22 P 17/42 17/42 P 17/48 17/48 P // C09K 103:00 103:00 (71)出願人 599141216 河野 市藏 埼玉県上尾市上1161番地 丸野コープタウ ンA−204 (72)発明者 谷元 佳代彦 千葉県袖ヶ浦市神納足洗4053−2株式会社 環境美研内 (72)発明者 屋良 秀夫 沖縄県那覇市牧志1−16−2 (72)発明者 中川 宏 東京都江戸川区東葛西4丁目17番3号 ナ ワ産業株式会社内 (72)発明者 上原 義晏 東京都中央区晴海3丁目5番7−421号 (72)発明者 河野 市藏 埼玉県上尾市上1161番地 丸野コープタウ ンA−204 Fターム(参考) 4D059 AA03 AA09 BF11 BG03 DA03 DA05 DA14 DA17 DA23 DA33 DA39 DA54 DA64 DB28 4H026 CA02 CA03 CA06 CB01 CB03 CB05 CB07 CB08 CC01 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C09K 17/22 C09K 17/22 P 17/42 17/42 P 17/48 17/48 P // C09K 103 : 00 103: 00 (71) Applicant 599141216 Ichizo Kono Maruyo Copto A A-204, No. 1161, Kamio, Ageo-shi, Saitama (72) Inventor Kayohiko Tanimoto 4053-2 Kannahashirai, Sodegaura-shi, Chiba Pref. Kennai (72) Inventor Hideo Yara 1-16-2 Makishi, Naha City, Okinawa Prefecture (72) Inventor Hiroshi Nakagawa 4-17-3 Higashikasai, Edogawa-ku, Tokyo Inside Nawa Sangyo Co., Ltd. (72) Inventor Uehara Yoshiyan 3-5-7-421, Harumi, Chuo-ku, Tokyo (72) Inventor Koichi Ichizou, 1161 Kamio City, Saitama Prefecture DA23 DA33 DA39 D A54 DA64 DB28 4H026 CA02 CA03 CA06 CB01 CB03 CB05 CB07 CB08 CC01

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 電解凝集結合剤とこれに混合される処理
剤とからなる即効固化剤であって、前記電解凝集結合剤
は、純水,過硫酸アンモニウム,硝酸カルシウム,ホス
ホン酸及び希硫酸を所定の重量比で混合したものからな
り、前記処理剤は、高重合ポリアクリル酸ナトリウム,
珪藻土,フライアッシュを所定の重量比で混合したもの
からなることを特徴とする難溺泥土即効固化剤。
1. A quick-acting solidifying agent comprising an electrolytic flocculating binder and a treating agent mixed therein, wherein the electrolytic flocculating binder comprises pure water, ammonium persulfate, calcium nitrate, phosphonic acid and dilute sulfuric acid. Wherein the treating agent is a highly polymerized sodium polyacrylate,
A hard-to-drown soil quick-acting agent comprising diatomaceous earth and fly ash mixed at a predetermined weight ratio.
【請求項2】 前記電解凝集結合剤と処理剤とからなる
即効固化剤にケイ酸ナトリウムを混合して形成される請
求項1に記載の難溺泥土即効固化剤。
2. The hard-to-drown soil quick-acting agent according to claim 1, which is formed by mixing sodium silicate with the quick-acting solidifying agent comprising the electrolytic coagulation binder and the treating agent.
【請求項3】 前記処理剤が、高重合ポリアクリル酸ナ
トリウム40乃至60g,珪藻土40乃至60g,フラ
イアッシュ20乃至30gの重量割合で3種のものを混
合したものからなることを特徴とする請求項1又は2に
記載の難溺泥土即効固化剤。
3. A treatment agent comprising a mixture of three kinds in a weight ratio of 40 to 60 g of highly polymerized sodium polyacrylate, 40 to 60 g of diatomaceous earth, and 20 to 30 g of fly ash. Item 3. The hard-to-drown soil quick-acting agent according to Item 1 or 2.
【請求項4】 前記電解凝集結合剤が、硫酸アルミニウ
ム,ポリ硫酸アルミニウム,ポリ硫酸第2鉄のうちの何
れか1種のものと代替えされるものからなる請求項1乃
至3の何れかに記載の難溺泥土即効固化剤。
4. The method according to claim 1, wherein the electrolytic coagulation binder is replaced with any one of aluminum sulfate, polyaluminum sulfate and ferric polysulfate. A quick-acting hardening agent for drowning soil.
【請求項5】 前記電解凝集結合剤又はこの代替品と前
記処理剤との併用からなる前記即効固化剤には処理施工
時においてPH調整用の消石灰(水素化カルシウム)が
混合されることを特徴とする請求項1乃至4に記載の難
溺泥土即効固化剤。
5. A slaked lime (calcium hydride) for adjusting pH during processing is mixed with the quick-acting solidifying agent comprising the electrolytic coagulation binder or a substitute thereof and the processing agent. The hard-to-drown soil quick-acting agent according to claim 1.
JP28402099A 1999-10-05 1999-10-05 Fluid mud immediate effect solidifying agent Pending JP2001104998A (en)

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JP2005113025A (en) * 2003-10-08 2005-04-28 Takataro Mizuta Aggregate-shaped solidifying material for stabilizing soil, containing inorganic macromolecular coagulant and organic macromolecular coagulant
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