JPS62260753A - Neutral consolidating agent and manufacture - Google Patents

Neutral consolidating agent and manufacture

Info

Publication number
JPS62260753A
JPS62260753A JP10266586A JP10266586A JPS62260753A JP S62260753 A JPS62260753 A JP S62260753A JP 10266586 A JP10266586 A JP 10266586A JP 10266586 A JP10266586 A JP 10266586A JP S62260753 A JPS62260753 A JP S62260753A
Authority
JP
Japan
Prior art keywords
weight
blast furnace
cement
solidifying agent
gypsum
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.)
Granted
Application number
JP10266586A
Other languages
Japanese (ja)
Other versions
JPH0214308B2 (en
Inventor
岸上 和彦
浩 安井
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10266586A priority Critical patent/JPS62260753A/en
Publication of JPS62260753A publication Critical patent/JPS62260753A/en
Publication of JPH0214308B2 publication Critical patent/JPH0214308B2/ja
Granted legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/08Slag cements

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は高炉水滓と排脱石膏を主材とする中性固化剤と
その製造方法の改良に係り、軟弱地盤の改良処理や汚泥
の固化処理及びセメントの混和げ、セメントの代替材等
に主に利用されるものである。
Detailed Description of the Invention (Industrial Application Field) The present invention relates to an improvement in a neutral solidifying agent whose main ingredients are blast furnace water slag and expelled gypsum, and a method for producing the same. It is mainly used for solidification, mixing with cement, and as a substitute for cement.

(従来の技術) 軟弱地盤の改良や汚泥の固化・処理には、従前か、ら高
炉水滓を乾燥・粉砕し、これに高炉水滓の水硬性に活性
化を与えるための水硬性無恨貫材を少量混合して製造し
た固化剤か広く利用されており、当該固化剤とセメント
ミルクの混合物を軟弱土壌や汚泥内へ混入して攪拌する
ことにより、同化処理を行なうものである。当該固化剤
は、高炉水滓内の石灰ガラス質とモルタル等内の水兼配
石灰とが反応することにより、ポルトランド′セメント
の主要化合物に類似する珪酸石火やアルミン酸石灰が生
成され、水硬性が発揮されると共に緻密な水和組型を形
成して固化強度を高めるものである。
(Conventional technology) For the improvement of soft ground and the solidification and treatment of sludge, blast furnace water slag has traditionally been dried and pulverized, followed by hydraulic slag to activate the hydraulic properties of the blast furnace water slag. A solidifying agent made by mixing a small amount of solidifying material is widely used, and assimilation treatment is performed by mixing a mixture of the solidifying agent and cement milk into soft soil or sludge and stirring it. The solidifying agent is produced by the reaction between the lime glass in the blast furnace water slag and the water-cum-lime in the mortar, etc., to produce silicate stone and aluminate lime, which are similar to the main compounds of Portland cement. It exhibits hardness and forms a dense hydrated mold to increase solidification strength.

しかし乍ら、前記高炉水滓より製造された同化剤は通常
セメントミルクと1:1程度の割合で混合する必要があ
り、セメントミルクの混合割合が低下すると十分な同化
作用が得られない。従って、実際の使用に於いては多量
のセメントを必要とし、地盤改良費や汚泥処理費の高騰
を招くという難点がある。
However, the assimilation agent produced from the blast furnace water slag usually needs to be mixed with cement milk at a ratio of about 1:1, and if the mixing ratio of cement milk is reduced, sufficient assimilation effect cannot be obtained. Therefore, in actual use, a large amount of cement is required, leading to an increase in ground improvement costs and sludge treatment costs.

また、前記固化剤は、固化の完了までに相当の養生期間
を必要とするうえ、固化物の圧縮強度が十分に上らない
という難点がある。例えば、含水比120%、比重1.
459 / cAのシルト質粘土1−に、当該固化剤と
セメントミルクが1:1の混合ミルク120hを混入し
た場合、30口怪過後の室内−軸圧情強度が2〜3Kg
/cri?程度(300Kg混入の場合には15〜17
Kg/cyrf)であり、同化強度を上げるためには、
長期の養生期間と大量の固化剤及びセメントミルクを必
要とする。
Furthermore, the solidifying agent requires a considerable curing period to complete solidifying, and has the disadvantage that the compressive strength of the solidified product is not sufficiently increased. For example, water content 120%, specific gravity 1.
When 459/cA of silty clay 1- is mixed with 120 hours of mixed milk of 1:1 of the solidification agent and cement milk, the indoor axial pressure strength after 30 bites is 2 to 3 kg.
/cri? degree (15 to 17 in the case of 300 kg mixed)
Kg/cyrf), and in order to increase the assimilation strength,
It requires a long curing period and large amounts of solidifying agent and cement milk.

一方、高炉水滓にはアルカリ性刺激剤の存在下に石膏と
水和反応をし、軟弱土壌等を固化させる作用があること
が従来から知られている。即ち、高炉水滓内のアルミナ
成分がセメントや消石灰等のアルカリ性反応促進剤の作
用によって石膏と水和反応をし、所謂エトリンジヤイト
硬化物を生成して軟弱土壌等を固化させるものである。
On the other hand, it has been known that blast furnace water slag undergoes a hydration reaction with gypsum in the presence of an alkaline stimulant and has the effect of solidifying soft soil and the like. That is, the alumina component in the blast furnace water slag undergoes a hydration reaction with gypsum by the action of an alkaline reaction accelerator such as cement or slaked lime, producing a so-called hardened ettringite material, which solidifies soft soil and the like.

しかし、セメントや消石灰を刺激剤として製造された同
化剤は、刺激剤量を増母(15〜20重工%)してもア
ルミナと石膏との水和反応が画めて7慢で固化に相当長
時間を要するうえ、固化物が強アルカリ性を呈し、且つ
固化物の圧縮強度も極めて低いという難点がある。
However, in the case of assimilates manufactured using cement or slaked lime as stimulants, even if the amount of stimulants is increased (15-20%), the hydration reaction between alumina and gypsum is very slow and results in solidification. There are disadvantages in that it takes a long time, the solidified product exhibits strong alkalinity, and the compressive strength of the solidified product is extremely low.

また、アルミナと石膏との水和反応速度を高めるために
、水酸化カリウム(KOH)や水酸化ナトリウム(Na
OH)等の強アルカリ性物質を刺激剤とする固化剤の製
法開発も行なわれている。しかし、この場合でも水和反
応の促進には15〜20重量%の強アルカリ性刺激剤を
必要(それ以上添加しても反応速度は飽和する)とし、
その結果固化物のアルカリ度がPH@で10〜11位い
になり、土壌や地盤のアルカリ汚染を生じると共シこ、
汚泥等の処理の場合には、同化汚泥の廃棄による二次汚
染を生ずる危険がある。更に、前記製法による同化剤は
固化物の圧列強度が低いうえ、アルカリ骨材反応による
亀裂を生ずる虞れがあり、セメントの代替品として建築
用等に使用することは列置不可能である。
In addition, in order to increase the hydration reaction rate between alumina and gypsum, potassium hydroxide (KOH) and sodium hydroxide (Na
A manufacturing method for a solidifying agent using a strong alkaline substance such as OH) as a stimulant is also being developed. However, even in this case, 15 to 20% by weight of a strong alkaline stimulant is required to promote the hydration reaction (the reaction rate will be saturated even if more is added).
As a result, the alkalinity of the solidified product becomes 10 to 11 in terms of pH, causing alkaline contamination of the soil and ground.
In the case of processing sludge, etc., there is a risk of secondary pollution due to the disposal of assimilated sludge. Furthermore, the assimilating agent produced by the above manufacturing method has a low rolling strength of the solidified product, and there is a risk of cracking due to alkali aggregate reaction, making it impossible to use it in construction as a substitute for cement. .

(発明か解決しようとする問題点) 本発明は、従前の高炉水滓を主成分とした固化剤に於け
る上述の如き問題、即ち■固化時間が相当長く且つ固化
物の圧縮強度が泪対的に低いこと、1■固化物が強アル
カリ性を示すため、環境汚染を誘発すること、■強アル
カリ性のうえ固化物の機減的強度が低く、セメント代替
品として使用できないこと等の間、頚を解決せんとする
ものであり、固化速度が1く且つ弱アルカリ性であって
環境汚染を生ずることが無<、シかも固化物が十分な機
械的強1度を禾有し、セメント代替材としても使用可能
な同化剤の′シ゛邊遣方法を提供することを目的とする
ものである。
(Problems to be Solved by the Invention) The present invention solves the above-mentioned problems with conventional solidifying agents mainly composed of blast furnace water slag, namely: (1) The solidified material is strongly alkaline, causing environmental pollution; (2) The solidified material is strongly alkaline and has low mechanical strength, making it unsuitable for use as a cement substitute. The solidified product has sufficient mechanical strength and can be used as a substitute for cement. The object of the present invention is to provide a method for dispensing assimilants that can also be used.

(問題点を解決するための手段) 本頓発明者は前述の如き問題の解決を図るため、■アル
カリ性刺激剤に他の物質成分を添加することにより、よ
り少量のアルカリ性刺激剤でもって強力な水和反応の促
進作用を得ること、■同化の進行と共に中和効果を発揮
する物質成分を添加することにより、固化物の中性化を
図ること、及び■主成分の高炉水陸並びに排脱石膏自体
の活性化を図ることにより、刺激剤に対する感度を上げ
て水和反応の促進を図ることを;着想し、各1のアルカ
リ性刺激剤と手前物質の組合せについて、それ等の混合
比や高炉水滓と排、悦石膏の混合比をパラメータにして
数多くの固化試弓力等を行なうと共に、オゾンによる高
炉水滓及び排脱石膏の活性化処理について、各部の試験
を行なった。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the inventors of the present invention have: ■ Added other substance components to the alkaline stimulant, thereby increasing the strength of the alkaline stimulant with a smaller amount of the alkaline stimulant. Obtaining the effect of accelerating the hydration reaction; ■ Neutralizing the solidified material by adding a substance component that exhibits a neutralizing effect as assimilation progresses; The idea was to increase the sensitivity to the stimulant and promote the hydration reaction by activating the alkaline stimulant itself; A number of tests were carried out using the mixing ratio of slag, waste gypsum, and Etsu gypsum as parameters, and various tests were conducted on the activation treatment of blast furnace water slag and waste gypsum using ozone.

本発明は、前記着想並びにこれに基づく各鍾試験を基に
して創作されたちのであり、本領第1発明に係る固化剤
は、1〜4重ユ%のマグネシウムと、1〜5重塁%の塩
化カルシウムと、1〜5重量%のセメント及び0.1〜
0.5重量%の水酸化カルシウムの何れか一方又は両方
と、15重量%以下の硫酸アルミニウム及び0.3重量
%以下のくえん酸の何れか一方又は両方と、20〜50
重量%の排煙脱硫石膏並びに残部が高炉水滓としたこと
を基本’R成とするものである。
The present invention was created based on the above-mentioned idea and various tests based on the idea, and the solidifying agent according to the first invention contains 1 to 4% magnesium and 1 to 5% magnesium. Calcium chloride, 1-5% by weight of cement and 0.1-5% by weight of cement
0.5% by weight of calcium hydroxide or both, 15% by weight or less of aluminum sulfate and 0.3% by weight or less of citric acid, 20-50% by weight or less of citric acid.
The basic 'R' composition consists of % by weight of flue gas desulfurization gypsum and the remainder being blast furnace water slag.

又、本願第2発明は、高炉水滓及び排煙脱硫石膏の微粉
末を一定時間オゾン雰囲気中で晒し処理し、その後20
〜50重量%のオゾン処理をした排煙脱硫石膏の微粉末
と、1〜4重贋%のマグネシウムと、1〜5重量%の塩
化カルシウムと、1〜5重二%のセメント及び0.1〜
05重量%の水酸化カルシウムの何れか一方又は両方と
、15重量%以下の硫酸アルミニウム及び0.3 M 
ffi%以下のくえん酸の何れか一方又は両方と、残部
に相当する前記オゾン処理をした高炉水滓の微粉末とを
混合することを、発明の基本構成とするものである。
In addition, the second invention of the present application is to expose fine powder of blast furnace water slag and flue gas desulfurization gypsum in an ozone atmosphere for a certain period of time, and then to
-50% by weight of fine powder of ozonated flue gas desulfurization gypsum, 1-4% magnesium, 1-5% calcium chloride, 1-5% cement and 0.1% by weight ~
05% by weight of calcium hydroxide or both, up to 15% by weight of aluminum sulfate and 0.3 M
The basic structure of the invention is to mix one or both of citric acid of less than ffi% with the remaining part of the ozone-treated blast furnace slag fine powder.

(作用) 本発明に係る固化剤に於いては、基本的には水滓スラグ
内のアルミナ成分と石膏との水和反応がアルカリ性刺激
剤によって促進され、エトリンジヤイト硬化物を生成す
ることにより固化作用が奏されるものと想定される。こ
の際、セメントや水酸化カルシウム等のアルカリ性刺激
剤に少量マグネシウムと塩化カルシウムを添加すること
により、刺激剤が活性化されて水和反応の促進(チ]能
が大幅に向上する。その結果、エトリンジヤイト硬化物
の生成が急速に行なわれ、固化時間が短縮されると共に
固化物の固化強度も著しく向上する。
(Function) In the solidifying agent according to the present invention, the hydration reaction between the alumina component in the water slag and gypsum is basically promoted by the alkaline stimulant, and the solidifying effect is achieved by producing hardened ettringite. is assumed to be played. At this time, by adding a small amount of magnesium and calcium chloride to an alkaline stimulant such as cement or calcium hydroxide, the stimulant is activated and its ability to promote the hydration reaction is greatly improved.As a result, The ettringite cured product is rapidly produced, the solidification time is shortened, and the solidification strength of the solidified product is significantly improved.

又、本発明の固化剤をセメント等と混合して使用する場
合には、水滓スラグ内の高石灰ガラス質がセメント内の
水酸化石灰と反応してポルトランドセメントの主要化合
物に類似の硅酸石灰及びアルミン酸石灰を生成し、これ
による水硬作用が前記固化作用に重畳されることになる
In addition, when the solidifying agent of the present invention is mixed with cement, etc., the lime-rich glass in the water slag reacts with the lime hydroxide in the cement, producing silicic acid similar to the main compound of Portland cement. Lime and aluminate lime are produced, and the resulting hydraulic action is superimposed on the solidification action.

更に、添加された硫酸アルミニウムやくえん酸は、固化
の進展と共に中和作用を発揮し、固化物の中性化が達成
されると想定される。
Furthermore, it is assumed that the added aluminum sulfate and citric acid exert a neutralizing effect as solidification progresses, and neutralization of the solidified product is achieved.

加えて、主成分である排脱石膏と高炉水滓をオゾン雰囲
気に晒す処理を行なうことにより、石膏や水滓スラグ内
のアルミナ成分等が活性化され、前記刺激剤の作用とも
相俟ってエトリンジヤイトの生成が一層促進されると共
により緻密な水和組熾が形成され、これによって固化物
の機械的強度の大幅な向上が達成されるものと想定され
る。
In addition, by exposing the main components, the removed gypsum and blast furnace water slag, to an ozone atmosphere, the alumina components in the gypsum and water slag are activated, and together with the action of the stimulant, It is assumed that the production of ettringite is further promoted and a more dense hydrated aggregate is formed, thereby achieving a significant improvement in the mechanical strength of the solidified product.

(実施例) 以下、本発明の一実施例に基づいて本発明を詳1脱する
(Example) Hereinafter, the present invention will be explained in detail based on an example of the present invention.

高炉水滓は、高炉から排出された溶融高炉スラグを淡水
又は海水で急冷し、更にこれを乾燥して微粉砕(粒径5
〜307zm)することにより製造される。微粉砕され
た高炉水滓は、引き続きオゾン発生器内へ導入され、こ
こで一定時間オゾン雰囲気に晒される。当該オゾンによ
る晒し処理は、オゾン発生衷置内を上方から下方へ向け
てジグザグ状のシュートに沿ってスラグ微粉を落下させ
ることにより行なわれており、オゾン雰囲気内に於ける
微粉末の滞留時間は10〜20秒間、オゾン発生器光源
の電力は2 K W X 10基、スラグ微粉末の処理
能力は10〜15 Kg/分である。尚、高炉水滓とし
ては、滓融高炉スラグを淡水で急冷したものを使用する
のが望ましく、またオゾン雰囲気による晒処理は、前述
の如くオゾン発器光源の電力が2KWX10基の場合に
は、10〜20秒間位いの滞留で十分であり、それ以上
オゾン処理を強化しても固化物のa減的強度の上昇に著
しい変化は見られない。
Blast furnace slag is produced by rapidly cooling molten blast furnace slag discharged from a blast furnace with fresh water or seawater, then drying it and pulverizing it (particle size 5
~307zm). The pulverized blast furnace water slag is subsequently introduced into an ozone generator, where it is exposed to an ozone atmosphere for a certain period of time. The ozone exposure treatment is carried out by dropping fine slag powder along a zigzag-shaped chute from the top to the bottom inside the ozone generator, and the residence time of the fine powder in the ozone atmosphere is For 10-20 seconds, the power of the ozone generator light source is 2 KW x 10 units, and the processing capacity of slag fine powder is 10-15 Kg/min. As the blast furnace water slag, it is preferable to use molten blast furnace slag quenched with fresh water, and the exposure treatment in an ozone atmosphere is as follows: Retention for about 10 to 20 seconds is sufficient, and even if the ozone treatment is further strengthened, no significant change is observed in the increase in the a-loss strength of the solidified product.

第1表は、本実悔例に於いて使用した高炉水滓の化学成
分を示すものである。
Table 1 shows the chemical components of the blast furnace slag used in this example.

第1表 高炉水滓の化学成分(wt%)一方、排煙脱硫
石膏は、重油燃暁火力発電所からの排脱石膏を乾燥並び
に微粉砕(粒径5〜20μm)することにより製造され
ており、第2表の如き化学成分を有している。又、該排
脱石膏は高炉水滓の場合と同様に、乾燥・微粉砕のあと
オゾン雰囲気による晒処理が議されており、オゾン処理
条件は前記高炉水滓の場合と同(子である。
Table 1 Chemical composition of blast furnace water slag (wt%) On the other hand, flue gas desulfurization gypsum is produced by drying and finely pulverizing (particle size 5 to 20 μm) desulfurized gypsum from heavy oil-fired Akyo thermal power plants. It has chemical components as shown in Table 2. Furthermore, as in the case of blast furnace water slag, it has been proposed that the removed gypsum be exposed to an ozone atmosphere after drying and pulverization, and the ozone treatment conditions are the same as in the case of blast furnace water slag.

第2表 排煙脱硫石膏の化学成分(wt%)第3表及び
第4表は、本実施例に於いて製造した固化剤の各成分混
合比を示すものである。
Table 2 Chemical components (wt%) of flue gas desulfurization gypsum Tables 3 and 4 show the mixing ratio of each component of the solidifying agent produced in this example.

第3表 固化剤の成分(重量%) 第4表 固化剤の成分(重量%) セメント及び水酸化カルシウムは主刺激剤を構成するも
のであり、セメントを単独で使用する場合には1〜5w
t%の添加を必要とする。セメントが1wt%以下であ
れば、高炉水滓内のアルミナと石膏との水和反応が促進
せず、またセメントが5W t%を瓜えると、同化物の
アルカリ度が上るだけでなく、前記水和反応のに進効果
が飽和するからであり、1〜3wt%の混合比が最も適
している。
Table 3 Components of solidifying agent (wt%) Table 4 Components of solidifying agent (% by weight) Cement and calcium hydroxide constitute the main irritants, and when cement is used alone, the amount of 1 to 5 w
t% addition is required. If the cement content is less than 1wt%, the hydration reaction between alumina and gypsum in the blast furnace water slag will not be promoted, and if the cement content is 5wt%, not only will the alkalinity of the assimilates increase, but the This is because the oxidation effect of the hydration reaction is saturated, and a mixing ratio of 1 to 3 wt% is most suitable.

このことは、水酸化カルシウムを主刺激剤とする場合も
同様であり、0.1wt%以下では水和反応が援慢過ぎ
、また0、5wt%を賊えると、固化物のアルカリ度が
上昇すると共に反応速度の方はあまり向上しないからで
あり、0.1〜0.2 W t%の混合比が最適値であ
る。尚、本実施例に於いてはセメント及び水酸化カルシ
ウムを夫々単独で使用しているが、両者を一緒に、例え
ばセメントI W t%と水酸化カルシウム0.1 W
 t%を一緒に使用してもよいことは勿論である。
The same is true when using calcium hydroxide as the main stimulant; below 0.1 wt%, the hydration reaction is too slow, and above 0.5 wt%, the alkalinity of the solidified product increases. This is because the reaction rate does not improve much at the same time, and a mixing ratio of 0.1 to 0.2 Wt% is the optimum value. Incidentally, in this example, cement and calcium hydroxide are each used alone, but both can be used together, for example, cement I W t% and calcium hydroxide 0.1 W.
Of course, t% may also be used.

マグネシウムと塩化カルシウムは前記主刺慮剤の補助的
な機能を果すものであり、主刺激剤を活性化すると共に
主刺激剤との相乗作用により前記水和反応を著しく促進
する。尚、水和反応の促進作用を奏するためには、金、
寓マグネシウム又は酸化マグネシウムを1〜4wt%(
最適値は1〜2W t%)、塩化カルシウムを1〜5w
t%(最適rgは1〜3 W t%)夫々必要とし、何
れかがその最少(直を下れば、前記促進作用は減少する
。また、マグネシウム及び塩化カルシウムの量が夫々4
及び5 W、 t otoを趣えると、水和反応の促進
効果が飽和する。従って、夫々の添加量は4及び5〜V
t%以下とする。
Magnesium and calcium chloride serve a supplementary function to the main stimulant, activating the main stimulant and significantly promoting the hydration reaction through a synergistic action with the main stimulant. In addition, in order to promote the hydration reaction, gold,
1 to 4 wt% of magnesium or magnesium oxide (
Optimum value is 1-2W t%), calcium chloride 1-5W
t% (optimal rg is 1 to 3 W t%), and if either falls below the minimum (direct), the promoting effect will decrease.Also, if the amount of magnesium and calcium chloride is 4
and 5 W, toto, the effect of promoting the hydration reaction is saturated. Therefore, the respective addition amounts are 4 and 5~V
t% or less.

硫フアルミニウムは、これを1.5重1%以上添加する
と、固と物の膨張率が大きくなり過ぎると共;こ固化物
にクランクが発生し易くなる。その結果、添加量は15
重皿%以下とすべきであり、08〜1.2重塁%の範囲
が最も望ましい。
If aluminum sulfate is added in an amount of 1.5 weight 1% or more, the expansion rate of the solidified product becomes too large and the solidified product tends to crack. As a result, the amount added was 15
It should be less than 0.08% to 1.2%.

くえん駿は、これを03重量%以上添加すると、同化剤
の固化時間か大幅に遅れることになり、実用上嗟々な支
障を生する。従って、高温下で固化剤を使用する場合に
、03重量%以下の量を添加するのか望ましい。
If more than 0.3% by weight of Kuenshun is added, the solidification time of the assimilating agent will be significantly delayed, causing a serious problem in practical use. Therefore, when using a solidifying agent at high temperatures, it is desirable to add it in an amount of 0.3% by weight or less.

排脱石膏と高炉水滓(若しくはオゾン処理をした高炉水
滓)は、夫々当該固化剤の基本成分となるものであるが
、両者の割合(高炉水滓/排脱石膏)は略1〜4位いが
適当であり、望ましくは1.2〜2.0位いが最適であ
る。石膏量が不足して20wt%以下になっても、或い
は石膏量がsowt%を越えて逆に高炉水滓が不足状態
になっても、固化剤の固化性能や同化強度が低下する。
Depleted gypsum and blast furnace water slag (or blast furnace water slag treated with ozone) are the basic components of the solidifying agent, and the ratio of the two (blast furnace water slag/depleted gypsum) is approximately 1 to 4. The height is appropriate, preferably 1.2 to 2.0. Even if the amount of gypsum is insufficient and becomes less than 20 wt%, or even if the amount of gypsum exceeds sowt% and the blast furnace water slag becomes insufficient, the solidifying performance and assimilation strength of the solidifying agent will decrease.

従って、本実施例に於いては、排脱石膏を20〜50 
W t%とし、刺激剤や活性剤を除いた残部を高炉水滓
とする構成としている。尚、高炉水滓量と石膏量の比は
理論直よりも相当大きな値を含むものになっているが、
高炉水滓内のアルミナ成分の排脱石膏(2水石膏)に対
する反応性は石膏の溶解度等とも関連するため、理論喧
よりも石膏が相当不足しても、極めて良好な固化特性が
得らnることが確認されている。
Therefore, in this example, the amount of removed gypsum is 20 to 50%.
Wt%, and the remainder after removing the stimulant and activator is blast furnace water slag. It should be noted that the ratio between the amount of blast furnace water slag and the amount of gypsum includes a considerably larger value than the theoretical value,
The reactivity of the alumina component in the blast furnace water slag with removed gypsum (dihydrate gypsum) is related to the solubility of gypsum, so even if there is a considerable shortage of gypsum, it is not possible to obtain extremely good solidification characteristics than theoretically suggests. It has been confirmed that

第1図Aは前記第3表に記哉の本願第1発明に係る固化
剤の固化試験結果を示すものであり、当該固化剤と水と
の混合比(固化剤/水)を1゜7とした時の1直である
。当該固化剤の場合、圧縮強度が混合後7日で1soK
y/ffl、 14日で270 Kg/ cffl %
28日で390Kg/fflとなり、ポルトランドセメ
ントの場合(セメント/水混合比17のとき、7日後の
圧縮強度的190 Kg / cn )に略近い固化速
度と固化強度を発揮する。
FIG. 1A shows the solidification test results of the solidifying agent according to the first invention of the present application as described in Table 3 above, and the mixing ratio of the solidifying agent and water (solidifying agent/water) was 1°7. This is the first shift at the time. In the case of this solidifying agent, the compressive strength is 1soK in 7 days after mixing.
y/ffl, 270 Kg/cffl % in 14 days
It becomes 390 Kg/ffl in 28 days, and exhibits a solidification rate and solidification strength that are approximately close to those of Portland cement (190 Kg/cn in terms of compressive strength after 7 days when the cement/water mixing ratio is 17).

また、前記同化剤による固化物のアルカリ度は、P H
7,7〜7.8であって略中性に近い微アルカリ性であ
り、従前の高炉水滓を主剤とするセメント系硬化剤に比
較してアルカリ度が著しく低くなる。
Furthermore, the alkalinity of the solidified product caused by the assimilating agent is P H
7.7 to 7.8, which is slightly alkaline and almost neutral, and the alkalinity is significantly lower than that of conventional cement-based hardeners whose main ingredient is blast furnace water slag.

更に、本発明に係る固化剤を用いて含水比120%、比
重1.45Kg/fflのシルト質粘土1m’に当該固
化剤の溶融ミルクを120Kg混合した場合、大気温度
(平均18°C)による自然固化に於いて、30日経過
後の室内−軸圧縮強度が4〜5 Kg / cyfとな
り、従前の高炉水滓を主体とするセメント系固化剤の場
合に比較して、固化物の圧縮強度が20〜30%向上す
ると共に、固化時間も大幅に短縮される。
Furthermore, when 1 m' of silty clay with a water content of 120% and a specific gravity of 1.45 Kg/ffl is mixed with 120 kg of molten milk of the solidifying agent according to the present invention, the temperature at atmospheric temperature (average 18°C) In natural solidification, the indoor-axial compressive strength after 30 days is 4 to 5 Kg/cyf, and the compressive strength of the solidified product is 4 to 5 Kg/cyf, compared to the conventional cement-based solidifying agent mainly made of blast furnace water slag. It is improved by 20-30% and the solidification time is also significantly shortened.

下記の第5表は、本願第1発明に係る固化剤を山崩れ現
場に於いて使用した場合のデータを示すものである(日
本工営株式会社施工、内山地滑り現場、昭和61年1月
30日)0 第5表 一方、前記第1図のBは、本願第2発明により製造した
固化剤の固化試験結果を示すものであり、固化剤と水と
の混合比(固化剤/水)は、前記第1発明の場合と同様
に、1.7に選定されている。
Table 5 below shows data when the solidifying agent according to the first invention of the present application was used at a landslide site (Constructed by Nippon Koei Co., Ltd., Uchiyama landslide site, January 30, 1986) )0 Table 5 On the other hand, B in FIG. 1 above shows the solidification test results of the solidifying agent produced according to the second invention of the present application, and the mixing ratio of the solidifying agent and water (solidifying agent/water) is: As in the case of the first invention, 1.7 is selected.

第2発明により製造した同化剤の場合、圧縮強度が混合
後7日で2ooKg/m、14日で330にり/ cr
r 、。
In the case of the assimilate produced according to the second invention, the compressive strength is 2ooKg/m in 7 days after mixing and 330Kg/cr in 14 days.
r.

28日で540Kg/cmとなり、ポルトランドセメン
トの場合と略同等の固化速度と圧縮強度を保有する。
It reached 540 kg/cm in 28 days, and has approximately the same solidification speed and compressive strength as Portland cement.

また、高炉水滓並びに石膏のオゾン雰囲気による晒処理
を行なわない場合に比較して、圧縮強度が略30%向上
することが判明している。
Furthermore, it has been found that the compressive strength is improved by approximately 30% compared to the case where blast furnace water slag and gypsum are not exposed to an ozone atmosphere.

前記固化剤による固化物のアルカリ度は、PH73であ
って略中性に近い微アルカリ性であり、従前の高炉水滓
を主剤とするセメント系硬化剤に比較してアルカリ度が
著しく低下する。
The alkalinity of the solidified product by the solidifying agent is slightly alkaline, which is approximately neutral at pH 73, and the alkalinity is significantly lower than that of the conventional cement-based hardening agent whose main ingredient is blast furnace water slag.

更に、本発明により製造した固化剤を用いて含水比12
0%、比重1.45 h / crdのシルト質粘土1
扉に当該固化剤の溶融ミルクを120に7混合した場合
、大気温度(平均18°C)による自然固化に於いて、
30日経過後の室内−軸圧縮強度が6〜7Kg/cMと
なり、従前の高炉水滓を主体とするセメント系固化剤に
比較して固化物の圧縮強度が30〜40%向上すると共
に、固化時間も大幅に短縮される。
Furthermore, using the solidifying agent produced according to the present invention, the water content ratio is 12.
Silty clay 1 with 0%, specific gravity 1.45 h/crd
When the molten milk of the solidification agent is mixed with 120 to 7 on the door, during natural solidification due to atmospheric temperature (average 18°C),
After 30 days, the indoor-axial compressive strength is 6 to 7 Kg/cM, which improves the compressive strength of the solidified product by 30 to 40% compared to the conventional cement-based solidifying agent based on blast furnace water slag, and also reduces the solidification time. is also significantly shortened.

(効果) 本発明に係る同化剤は、酸化マグネシウム等の添加によ
りアルカリ性刺激剤の水和反応の促進効果を著しく高め
るようにしているため、少量のアルカリ性刺激剤でもっ
て迅速な固化作用が達成されると共に、添加した硫酸ア
ルミニウムやくえん酸が固化剤の固化過程に於いて中和
作用を果す0その結果、当該同化剤を部用して土壌の改
良やヘドロの同化処理等を行なっても、所謂アルカリ汚
染を生ずることは殆んどなく、シかも固化作業に要する
日程が著しく短縮され、作業能率の向とを図り得る。
(Effect) The anabolic agent according to the present invention significantly enhances the effect of promoting the hydration reaction of the alkaline stimulant by adding magnesium oxide, etc., so that a rapid solidification effect can be achieved with a small amount of the alkaline stimulant. In addition, the added aluminum sulfate and citric acid have a neutralizing effect during the solidification process of the solidifying agent.As a result, even if the assimilating agent is used for soil improvement or sludge assimilation, So-called alkali contamination hardly occurs, and the time required for the solidification work is significantly shortened, thereby improving work efficiency.

また、本発明に係る固化剤は、ポルトランドセメントと
略同等の固化速度と固化物の圧縮強度を有しており、セ
メント代替品として建築用や建材用に使用できると共に
、アルカリ性が狐めで弱いので、所謂アルカリ骨材反応
による構造物の亀裂等を生ずる虞れも殆んど無い。
In addition, the solidifying agent according to the present invention has a solidifying speed and compressive strength of the solidified product that are approximately the same as those of Portland cement, and can be used for construction and building materials as a cement substitute. There is also almost no risk of cracking of the structure due to so-called alkaline aggregate reaction.

更に、本発明は高炉水滓と排脱石膏の有効利用を図るも
のであり、省資源及び低コストという面でも従前のセメ
ント若しくはセメント系固化剤に比較して優れた効用を
有している。
Furthermore, the present invention aims to effectively utilize blast furnace water slag and removed gypsum, and has superior effects in terms of resource saving and low cost compared to conventional cement or cement-based solidifying agents.

加えて、本願第2発明に係る固化剤は、主成分である高
炉水滓と排脱石膏とをオゾン雰囲気中で一定時間晒し処
理するようにしているため、両者が;貴注化されてより
少ない刺激剤で水和度、芯が迅速に進行すると共に、緻
密な水預組職つ)形成される。その拮果、固化物の同化
速度並びに圧縮強度が大部に向上する。
In addition, in the solidifying agent according to the second invention of the present application, the main components, blast furnace water slag and expelled gypsum, are exposed for a certain period of time in an ozone atmosphere, so that both of them are With a small amount of irritants, the degree of hydration, the core progresses rapidly, and a dense water deposit structure is formed. As a result, the assimilation rate and compressive strength of the solidified material are largely improved.

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

第1図は、本発明に固化剤の硬化並びに強度特性を示す
ものである。 A 本願第1発明に係る固化剤の特性曲線。 B 本願第2発明に係る固化剤の特性曲線。 他1名
FIG. 1 shows the curing and strength properties of the solidifying agent of the present invention. A Characteristic curve of the solidifying agent according to the first invention of the present application. B Characteristic curve of the solidifying agent according to the second invention of the present application. 1 other person

Claims (2)

【特許請求の範囲】[Claims] (1)1〜4重量%のマグネシウムと、1〜5重量%の
塩化カルシウムと、1〜5重量%のセメント及び0.1
〜0.5重量%の水酸化カルシウムの何れか一方又は両
方と、1.5重量%以下の硫酸アルミニウム及び0.3
重量%以下のくえん酸の何れか一方又は両方と、20〜
50重量%の排煙脱硫石膏及び残部が高炉水滓より成る
中性固化剤。
(1) 1-4% by weight of magnesium, 1-5% by weight of calcium chloride, 1-5% by weight of cement and 0.1% by weight
~0.5% by weight of either or both of calcium hydroxide, 1.5% by weight or less of aluminum sulfate, and 0.3% by weight of aluminum sulfate or less.
Either or both of citric acid in an amount of 20 to 20% by weight or less
A neutral solidifying agent consisting of 50% by weight flue gas desulfurization gypsum and the balance consisting of blast furnace water slag.
(2)高炉水滓の微粉末及び排煙脱硫石膏の微粉末を一
定時間オゾン雰囲気中で晒し処理し、その後20〜50
重量%のオゾン処理をした排煙脱硫石膏の微粉末と、1
〜4重量%のマグネシウムと、1〜5重量%の塩化カル
シウムと、1〜5重量%のセメント及び0.1〜0.5
重量%の水酸化カルシウムの何れか一方又は両方と、1
.5重量%以下の硫酸アルミニウム及び0.3重量%以
下のくえん酸の何れか一方又は両方と、残部に相当する
前記オゾン処理をした高炉水滓の微粉末とを混合するこ
とを特徴とする中性固化剤の製造方法。
(2) The fine powder of blast furnace water slag and the fine powder of flue gas desulfurization gypsum are exposed in an ozone atmosphere for a certain period of time, and then
% by weight of ozone-treated flue gas desulfurization gypsum fine powder, and 1
-4% by weight magnesium, 1-5% by weight calcium chloride, 1-5% by weight cement and 0.1-0.5% by weight
% by weight of either or both of calcium hydroxide and 1
.. A medium characterized by mixing either or both of 5% by weight or less of aluminum sulfate and 0.3% by weight or less of citric acid, and the balance equivalent to the fine powder of the blast furnace water slag subjected to the ozone treatment. Method for producing a solidifying agent.
JP10266586A 1986-05-02 1986-05-02 Neutral consolidating agent and manufacture Granted JPS62260753A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10266586A JPS62260753A (en) 1986-05-02 1986-05-02 Neutral consolidating agent and manufacture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10266586A JPS62260753A (en) 1986-05-02 1986-05-02 Neutral consolidating agent and manufacture

Publications (2)

Publication Number Publication Date
JPS62260753A true JPS62260753A (en) 1987-11-13
JPH0214308B2 JPH0214308B2 (en) 1990-04-06

Family

ID=14333526

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10266586A Granted JPS62260753A (en) 1986-05-02 1986-05-02 Neutral consolidating agent and manufacture

Country Status (1)

Country Link
JP (1) JPS62260753A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992000938A1 (en) * 1990-07-11 1992-01-23 Inax Corporation Mineral substance prevented from undergoing basic reaction and method of preventing said reaction
JPH1135940A (en) * 1997-07-18 1999-02-09 Mitsubishi Materials Corp Cement-based, solidifying agent for organic soil
JP2000109829A (en) * 1998-10-01 2000-04-18 Ube Ind Ltd Solidifying material for moisture-containing soil and improvement of solidification of moisture-containing soil
JP2000109830A (en) * 1998-10-01 2000-04-18 Ube Ind Ltd Solidifying material for moisture-containing soil and improvement of solidification of moisture-containing soil
US6746531B1 (en) * 2002-12-23 2004-06-08 Ronald Lee Barbour Pre-blend settable composition containing calcium chloride
CN109384444A (en) * 2018-11-13 2019-02-26 湖北恒沁环保科技有限责任公司 A kind of subgrade material and preparation method thereof with sludge solidification preparation
CN110282949A (en) * 2019-06-28 2019-09-27 河北科技大学 A kind of recycling processing method of magnesium processes desulfurization waste liquor

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992000938A1 (en) * 1990-07-11 1992-01-23 Inax Corporation Mineral substance prevented from undergoing basic reaction and method of preventing said reaction
JPH1135940A (en) * 1997-07-18 1999-02-09 Mitsubishi Materials Corp Cement-based, solidifying agent for organic soil
JP2000109829A (en) * 1998-10-01 2000-04-18 Ube Ind Ltd Solidifying material for moisture-containing soil and improvement of solidification of moisture-containing soil
JP2000109830A (en) * 1998-10-01 2000-04-18 Ube Ind Ltd Solidifying material for moisture-containing soil and improvement of solidification of moisture-containing soil
US6746531B1 (en) * 2002-12-23 2004-06-08 Ronald Lee Barbour Pre-blend settable composition containing calcium chloride
CN109384444A (en) * 2018-11-13 2019-02-26 湖北恒沁环保科技有限责任公司 A kind of subgrade material and preparation method thereof with sludge solidification preparation
CN110282949A (en) * 2019-06-28 2019-09-27 河北科技大学 A kind of recycling processing method of magnesium processes desulfurization waste liquor

Also Published As

Publication number Publication date
JPH0214308B2 (en) 1990-04-06

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