KR20050000062A - reactive solidification agent(RSA) for dewatering, detoxification, solidification of sludge and its manufacturing method, and recycling method of solidification of sludge - Google Patents

Abstract

PURPOSE: To provide a reactive solidification agent for solidifying sludge, a method for dewatering, detoxifying and solidifying sludge containing contaminants and having high moisture content using the reactive solidification agent, and a method for recycling solidified sludge obtained by the reactive solidification agent as covering soil and bank soil for waste landfill, riverbed reinforcement, slope reinforcement, soil for housing complex, plant growing soil and pipe line bedding. CONSTITUTION: The method for preparing a reactive solidification agent for preparing solidified sludge(5) by dewatering, detoxifying and solidifying sludge comprises a first mixing process of mixing 19 to 24 wt.% of sodium chloride(NaCl), 25 to 30 wt.% of potassium chloride(KCl) and 14 to 19 wt.% of magnesium chloride(MgCl); a second mixing process of mixing a mixture prepared by the first mixing process with 14 to 19 wt.% of calcium chloride(CaCl2), 1.5 to 2.5 wt.% of ferric chloride(Fe2Cl3) and 4 to 6 wt.% of ammonium chloride(NH4Cl) in such a way that 4 to 6 wt.% of aluminum chloride(Al2Cl3) is additionally added to be mixed with the mixture after mixing calcium chloride(CaCl2) with the mixture if sludge(1) contains a large amount of substances having strong ion exchangeability such as As, CN and the like; a third mixing process of preparing a solidification agent(ECO-CURE)(4) by mixing a mixture prepared by the second mixing process with 0.5 to 1.5 wt.% of carbon(C), 2 to 4 wt.% of citric acid, 5.5 to 8 wt.% of non-inoic surfactant and 2 to 4 wt.% of sodium sulfate(NaSO4); and a fourth mixing process of preparing a reactive solidification agent by injecting the solidification agent that is the mixture prepared by the third mixing process and a reactive material(3) into a mixture, thereby rotationally mixing them in such a mixing ratio that 0.1 to 1.0 kg of the reactive material is mixed with 0.7 to 1.5 kg of the solidification agent.

Description

Reactive solidification agent to make sludge dehydrated, detoxified and solidified to make solidified sludge, and a method of manufacturing the same, and a method for recycling solidified sludge treated with reactive solidifying agent (reactive solidification agent (RSA) for dewatering, detoxification, solidification of sludge and its manufacturing method, and recycling method of solidification of sludge}

The present invention relates to a reactive solidifying agent for producing sludge by dehydrating, detoxifying and solidifying sludge, and a method for manufacturing the same, and a method for recycling solidified sludge treated with a reactive solidifying agent, and more particularly, in industrial complexes and water treatment plants. Reactive materials are mixed with the sludge produced to make the sludge and contaminants contained in the waste harmless, and mixed with high-density materials to remove the water present in the sludge and the waste to dehydrate and solidify it at the same time. The present invention relates to a technology for recycling into daily, intermediate and final cover soils and embankment soils, or recycled into river floor reinforcement, frontal reinforcement, complex soil material, plant vegetation, and pipe bedding.

The sludge includes mine sludge, paper sludge, leather sludge, plated sludge, sewage sludge, water purification sludge, pipeline sediment sludge, river sediment sludge, lake sediment sludge, and coastal sludge.

These are by-products that are finally produced during the production and treatment processes. They are very high in water content, fragile and often contaminated with organic materials or heavy metals.

In order to treat such sludge, since the water content is high and harmful substances exist, harmlessness, solidification and immobilization work are required for its environmental and structural stability.

At present, most of domestic sludges rely on simple disposal of landfill directly, partly incinerated, and recycling is very insignificant.

In Korea, due to the revision of the Waste Management Act, sludge cannot be landfilled directly in landfills since the second half of 2003, and the water treatment is reduced and stabilized to some extent by the first treatment of solidification and incineration.

Therefore, a countermeasure is needed, but no clear countermeasure has been taken.

In the case of domestic landfills, soil is used as daily cover, intermediate cover, and final cover, but it is very difficult to collect and obtain it.

In the case of dredging, the river sludge is very troubled and its recycling is very poor.

The sludge treatment to date has been partially applied with incineration and solidification techniques.

The current solidification technique is a relatively simple solidification technique using a general solidifying agent such as cement, lime, or using a solidifying agent containing some inorganic substances.

Most of these solidifying agents solidify the sludge solidly by the solidification principle, so that the sludge is combined without loosening, and functions to insolubilize the contaminants in the sludge so that it does not dissolve.

This may contain contaminants in the sludge in the long run, which may lead to re-dissolution if the integrity is reduced in the future.

Therefore, the solidification technology developed so far does not have the function of decomposing or harming the contaminants present in the sludge, so that the solidification can not remove the contaminants in the sludge, so there is always the problem of long-term dissolution and diffusion of contaminants. have.

The sludge recycling technology to date has some proposals, but there is no technology that can be commercially applied and applied.

Therefore, considering the situation in which sludge generation is increasing every year, it is urgently required to develop sludge recycling technology in the construction and environment fields where large quantities of recycled materials can be used.

An object of the present invention for solving the above problems is a reactive solidifying agent for solidifying sludge, a method of dehydrating, detoxifying and solidifying a high water-containing sludge containing contaminants using the same, and the solidification provided therefrom. The present invention provides a method for recycling sludge into cover soil, embankment soil, river bottom reinforcement, frontal reinforcement, complex soil, plant vegetation, and pipeline bedding.

1 is a conceptual diagram of treatment of sludge using a reactive solidifying agent which is a basic diagram of the present invention;

FIG. 2 is a diagram showing soil solidified sludge mixed soils (mixed mixed soils and laminated mixed soils) in which sludges treated with a reactive solidifying agent in a general soil are mixed at a constant ratio;

3 is a system diagram for recycling sludge mixed with sludge and solidified sludge sludge treated with a reactive solidifying agent into daily cover material, intermediate cover material, final cover material and embankment soil material in a landfill site;

4 is a view showing a system for recycling sludge mixed with sludge and solidified sludge mixed soil treated with a reactive solidifying agent into a river bottom reinforcement material, a river method cotton reinforcement material, a complex soil material, a plant vegetation soil, and a pipe bedding.

<Description of the symbols for the main parts of the drawings>

(1): sludge (2): earth and sand

(3): Reactant (4): Solidifying Agent

(5): solidified sludge (6): soil solidified sludge mixed soil

(7): landfill (8): daily cover materials

(9): intermediate cover material (10): final cover material

(11): levee (12): river

(13): floor reinforcement (14): frontal reinforcement

(15): Complex soil material (16): Plant vegetation

(17): Pipeline Bedding

The present invention, which achieves the object as described above and accomplishes a problem for eliminating the conventional drawbacks, is characterized by a technique of mixing a reactive material and a solidifying agent with sludge to make the contaminated high water content sludge harmless and solidify.

That is, by administering a reactive material to the sludge, contaminants in the sludge are chemically decomposed and harmless, and by administering a solidifying agent, the water in the sludge is dehydrated and the constituent particles in the sludge are solidified.

Therefore, contaminated high water content sludge goes through this treatment to form a clean and solid sludge solid.

Here, the components of the reactive hardener which is the main core of the present invention are as follows.

1) Components of Reactive Solidifying Agent

Ingredient Composition ratio (%, weight ratio) Fly ash 40-60 Reactive material 0.1-1.0 Solidifying Agent (ECO-CURE) 0.7 to 1.5 Common Portland Cement Rest (about 40 ~ 60)

The role of the fly ash (fly ash) is to promote the pozzolanic reaction of the solidifying agent to compact the needle crystal structure, the reason for using the coal fly ash is less functional than the cement which is the main hardener of the sludge in the present technology, but This is because it has the same function and is much cheaper than cement because it is an industrial by-product.The reason for the numerical limitation of coal fly ash is less than 40wt%, and the replacement amount with cement is small. Since it became small, the numerical value was limited.

The role of the reactive material is to chemically decompose the contaminants in the target sample and to detoxify them.If the numerical limitation is less than 0.1wt%, the decomposability of the contaminants is weak and 1.0wt. If greater than%, the value is limited because the reagent has a sufficient ability to decompose contaminants.

The role of the solidifying agent (ECO-CURE, solidification agent or binder) is to increase the reactivity of cement and coal fly ash, the numerical limitation is less than 0.7wt%, the degree of solidification falls, if greater than 1.5wt%, the degree of solidification increases The following values are limited because they do not increase significantly.

The role of the ordinary portland cement is to solidify and stabilize the sludge by solidifying and curing the sludge through a hydration reaction and a pozzolan reaction to enhance rigidity and to form a matrix of solids, and the composition ratio is about 40 to 60% (weight ratio). The reason is to replace cement with fly ash because cement is more expensive than coal fly ash.The reason for numerical limitation is that the hydration reaction and pozzolanic reaction of cement is poor when it is less than about 40wt%, and when it is higher than about 60wt%, The numerical value was limited because the replacement amount was small and the hydration reaction and pozzolanic reaction of the cement were sufficient. Although the content ratio of the portland cement is usually 40-60% (weight ratio) for convenience, it actually has a weight ratio composition ratio of the remainder of the addition of the reactant and the hardener to the coal fly ash.

2) Components of Reactant

Ingredient Composition ratio (%, weight ratio) iron content 0-100 Steel Slag 100 to 0

That is, as shown in the above table, the reactants are used by mixing one or more selected from the group consisting of iron or steel slag.

Here, iron powder, that is, zero valent iron (Fe ⁰ ), uses scrap steel that is disposed of in ironworks, etc., and steel slag uses slag that is disposed of in steel mills such as Pohang, Gwangyang, Incheon, and Dongkuk Steel. .

3) Ingredients of ECO-CURE

11 kinds of inorganic materials are mixed as follows, and a solidifying agent is comprised.

Ingredient Chemical formula Composition ratio (%, weight ratio) Sodium chloride NaCl 19-24 Potassium chloride KCl 25-30 Magnesium chloride MgCl 14-19 Calcium chloride CaCl ₂ 14-19 Aluminum chloride Al ₂ Cl ₃ 4 to 6 Ferric chloride Fe ₂ Cl ₃ 1.5 to 2.5 Ammonium chloride NH ₄ Cl 4 to 6 carbon C 0.5 to 1.5 Citric acid C ₆ H ₈ O ₇ 2 to 4 Nonionic surfactant 5.5 to 8 Sodium sulfate NaSO ₄ 2 to 4

The reason for use of each component and the reason for limitation of numerical values are as follows.

The reason for the use of sodium chloride is to promote the early stiffness by promoting the production of a salt called monosulfate in the solidification target material, the numerical limit is less than 19wt%, the early stiffness is late, if greater than 24wt% early stiffness Since the expression is sufficient, the numerical value was limited.

The reason for the use of the potassium chloride is because it has an action to promote the hydration reaction, the numerical value is limited because the hydration reaction is bad when less than 25wt%, the hydration reaction is sufficient when it is greater than 30wt%.

The reason for the use of magnesium chloride is because it has the effect of promoting the absorption of water, the numerical limit is less than 14wt% water absorption capacity is bad, if greater than 19wt% water absorption capacity is no longer greatly increased because the number is limited It was.

The reason for the use of the calcium chloride is because it has an action to promote the exothermic reaction, the numerical value is limited because the exothermic reaction is bad when less than 14wt%, the exothermic reaction does not increase significantly when it is greater than 19wt%.

The reason for the use of aluminum chloride is that the Al _2, which is a trivalent cation of aluminum chloride, acts as an ion exchange reaction to enhance the rigidity by exchanging monovalent cations in the material to be solidified. If it is less than 4wt%, the trivalent cation required for ion exchange reaction will become small, and if it is larger than 6wt%, the trivalent cation required for ion exchange reaction will be excessive, and the numerical value was limited.

The reason for the use of the ferric chloride is that the effect of the ion exchange reaction to the ferric chloride trivalent cation Fe ₂ to exchange the monovalent cation in the material to be solidified to enhance the rigidity, The reason for the numerical limitation is that since the trivalent cation required for the ion exchange reaction becomes smaller at less than 1.5 wt%, the trivalent cation necessary for the ion exchange reaction is exceeded because the numerical value is limited.

The reason for the use of the ammonium chloride is because it has a function to speed up the hydration rate, the numerical value is limited because the hydration action is lowered if less than 4wt%, the hydration action is sufficient if more than 6wt%.

The reason for the use of the carbon is because it has a function of promoting the carbonization reaction, the numerical limit is less than 0.5wt%, the carbonization reaction is bad, if it is greater than 1.5wt%, the numerical value is limited.

The reason for the use of citric acid is because there is an action to promote various reactions, the numerical limit is less than 2wt%, the promotion of various reactions is very small, if it is more than 4wt%, since the enhancement of various reactions does not increase significantly anymore. The numerical value was limited.

The non-ionic surfactant is used by selecting polyoxyethylene, polysolbate, and the like, and the reason for the use is an interface such as adsorption, wetting, penetration, emulsification, and dispersion. This is because there is an action of cleaning the material to be solidified by adsorption or adsorbing and removing contaminants, and the numerical limitation is less than 5.5wt%, the surfactant activity is weak, and if it is more than 8wt%, the surfactant activity does not increase significantly. The figures were limited because they were not economical.

The reason for the use of the sodium sulfate is because the action of the sulfidation reaction, the numerical limit is less than 2wt% bad for the sulfidation reaction, if greater than 4wt% because the acceleration of the sulfidation reaction is no longer greatly increased the number.

The method of preparing the reactive hardener of the present invention comprises four mixing processes.

In the first mixing step, sodium chloride (NaCl), potassium chloride (KCl), and magnesium chloride (MgCl) are added to the mixer in order of weight ratio in the above table and mixed while rotating.

In the second mixing process, ₄ to 6 wt% of calcium chloride (CaCl ₂ ), ferric chloride (Fe ₂ Cl ₃ ), and ammonium chloride (NH ₄ Cl) are added to the mixture produced through the first mixing process. It is a process of mixing while rotating by putting into a mixer in order. At this time, if the sludge component contains a large amount of ion-exchangeable substances (for example, As, CN, etc.), add ₄ to 6 wt% of aluminum chloride (Al ₂ Cl ₃ ) after mixing calcium chloride (CaCl ₂ ). .

In the third mixing process, carbon (C), citric acid, non-ionic surfactant, and sodium sulfate (NaSO ₄ ) are added to the mixture produced through the second mixing process. It is a process of mixing while rotating by putting into a mixer in order. The mixture produced through the third mixing process becomes an ECO-CURE.

In the fourth mixing process, the reactant is added to the mixer at a ratio of 0.1 to 1.0 kg of the reactant to 0.7 to 1.5 kg of the solidifying agent (ECO-Cure). It is a process to make it. The mixture, the final product produced through the fourth mixing process, becomes a reactive solidification agent or binder.

The reactive hardener formed by the above method was 1.0 m of sludge.³Party 70 to 90 kg (if coal fly ash is not used) or 35 to 45 kg (if coal fly ash is used), 35 to 45 kg coal fly ash (usually 45 to 35 kg portland cement), 0.1 ~ 1.0kg of reactant, 0.7 ~ 1.5kg of ECO-CURE (dissolve 0.7 ~ 1.5kg of reactive solidifying agent in 1,000ml of water, and use it as a solution type. If used over time, the effect is reduced, so it is preferable to use within 24 hours in aqueous solution.

Hereinafter, the configuration and the operation of the embodiment of the present invention will be described in detail with reference to the accompanying drawings.

1 is a conceptual view of treatment of sludge using a reactive solidifying agent which is a basic diagram of the present invention, and the solidified sludge 5 includes a sludge 1 mixed with a reactant 3, a solidifying agent 4, cement, and a coal scattering agent. It is made by mixing the formed reactive hardener. The composition range of the reactive hardener is as described above.

More specifically, the mechanism of ion exchange and insolubilization of contaminants in sludge by solidifying agent, which is the focus of the present invention, is as follows.

1) Ion exchange reactions are caused by the cationic Al ³⁺ , Fe ²⁺ , Mg ²⁺ , Ca ²⁺ and other heavy metal contaminants in the solidifying agent.

2) A solidifying agent forms a needle crystal structure of ettringite between the particles of the sludge, so that organic substances and heavy metals in the sludge are trapped in the gap of the needle crystal structure and are adsorbed and insoluble.

The sludge solidification by reactive solidifying agents and the detoxification mechanism of contaminants in the sludge are as follows.

1) Chlorinated organic contaminants such as TCE and PCE are harmless by dehalogenation by the reactants in the solidifying agent.

Reagents ^{+ RCl + H + → RH +} Cl -

2) Heavy metals such as Cr ⁶⁺ are mainly present in the form of heavy metal salts (eg, chromate CrO ₄ ^2- ), which are reduced to Cr ³⁺ by the reactants in the solidifying agent and are innocuous.

Reactant + CrO ₄ ^2- + 8H → Cr ³⁺ + 4H ₂ O

3) Radioactive contaminants, such as uranium (U), become oxidized precipitates and become harmless by the reactants in the solidifying agent.

Reactant + UO ₂ ^2- _(aq) ^→ UO _{2 (s)}

Figure 2 is a diagram showing the soil solidified sludge mixed soil (mixing mixed soil, laminated mixed soil) mixed with sludge treated with a reactive solidifying agent in a ratio of 90: 10 to 10: 90 by volume ratio, the present invention is also a mixing equipment It is divided into a mixed mixed soil method for mixing the soil (2) and the solidified sludge (5) as a whole, and a laminated mixed soil method for mixing the mixed soil and solidified sludge alternately in layers.

Soil solidified sludge mixed soil (6) is to use the solidified sludge (5) when recycling, when the material standard is insufficient, to mix the earth and sand (2) in the ratio of 90:10 to 10:90 by volume ratio to make a high quality material Applies to the case.

In the above, the mixing mixed soil method is to mix the solidified sludge (5) and the general earth (2) treated with a reactive solidifying agent in a volume ratio of 90:10 to 10:90,

In the laminated mixed soil method, the solidified sludge (5) treated with the general soil (2) and the reactive solidifying agent (5) was laid in layers by volume in the general soil (2), and then the solidified sludge treated with the reactive solidifying agent (5). ) 90 ~ 10 are laid in layers and they are alternately alternately laid in layers.

FIG. 3 shows a system for recycling solidified sludge (5) and soil solidified sludge mixed soil (6) treated with a reactive solidifying agent into daily cover material, intermediate cover material, final cover material and embankment soil in a landfill, and solidified sludge (5). And the earth and sand solidified sludge mixed soil (6) is used as daily cover material that is carried out every day after landfilling in the landfill, intermediate cover material that is carried out when the landfill is stopped for 7 days, and as final cover material which is carried out after the end of landfill, or It can be used as a fill material for small banks.

Here, the specifications of the solidified sludge (5) and the soil solidified sludge mixed soil (6) treated with a reactive solidifying agent is about 15cm thick daily covering material, 1 × 10 ^-5 cm / sec permeability, the intermediate cover material is 30cm thick, The permeability coefficient is about 1 × 10 ^-5 cm / sec, and the final covering material has a thickness of 60 cm and a permeability coefficient of 1 × 10 ^-6 cm / sec or less.

4 shows a system for recycling solidified sludge (5) and soil solidified sludge mixed soil (6) treated with a reactive solidifying agent into a bottom reinforcement, a surface reinforcement, a complex soil material, and a plant vegetation soil in a stream. If you want to recycle, solidify the stream sludge or mix the solidification sludge with soil and recycle it to the bottom reinforcement, the surface reinforcement and the complex soil material around the river, plant vegetation, and pipeline bedding.

Unexplained code 7 is landfill, 8 is daily cover material, 9 is intermediate cover material, 10 is final cover material, 11 is levee, 12 is river, 13 is floor reinforcement material, 14 is reinforcement material, 15 is complex soil material, 16 is plant vegetation. Sat, 17 is pipe bedding.

Hereinafter is a preferred embodiment of the present invention.

(Example 1)

One example shows the use of solidified sludge as cover material for landfills.

At the present time, landfill materials are generally used in landfills, which are difficult to purchase due to natural destruction due to harvesting from surrounding mountains, difficulty in importing and bringing in from surrounding areas, reduction of construction soil at nearby construction sites, and long distance transportation. There is a problem, and the development of alternative cover material is urgently needed. At present, sludge is simply landfilled in the landfill to reduce the landfill capacity of landfill, so if it is properly treated, it will have similar function to that of general soil, and if it is recycled as landfill material of landfill, it will increase landfill capacity and reduce the purchase cost of general soil. You will get a profit.

In the case of using the solidified sludge as a cover material of the landfill, first, 1.0 kg of the ECO-CURE and 0.5 kg of the reactant are added to the mixer to make a reactive solidifying agent.

Next, 1.0 kg of a reactive solidifying agent is dissolved in 1,000 ml of water to form a water-soluble reactive solidifying solution.

Next, 40 kg of ordinary portant cement, 40 kg of coal fly ash and 1,000 ml of water-soluble reactive solidifying solution are mixed per 1.0 m ³ of sludge.

In this case, the mixing is carried out by 1) mixing the batch plant (batch plant) by mixing or 2) mixing using a stirrer such as a fork crane.

Through this process, the original sludge becomes a reactive solidified sludge to remove contaminants in the original sludge, its uniaxial compressive strength is about 5.0kg / cm ² , and the permeability coefficient is about 1 × 10 ^-6 cm / sec. It will have similar or better characteristics to earth and sand.

Solidified sludge with such characteristics is installed on the top of the landfilled waste in landfill with 15cm of daily cover material, 30cm of intermediate cover material and 60cm of final cover material to be used as a substitute for general soil.

(Example 2)

As another example, the method of using the solidified sludge as the bottom and surface reinforcement of the stream is shown.

At present, domestic sludge has accumulated and accumulated a large amount of river sludge on the bottom, which causes problems such as pollution of river water, damage to river ecosystem, inhibition of fish growth, and the cause of river flood and dike collapse due to reduction of river passage area. Currently, some rivers are dredging sedimentary sludge, but they are mainly transported over long distances to landfill or dump. Therefore, if it is properly processed and recycled locally, it will benefit from the reduction of processing cost and transportation cost.

In the case of using the solidified sludge as the bottom and the surface reinforcement of the stream, 1.2 kg of the ECO-CURE and 0.5 kg of the reactant are added to the mixer to make a reactive solidifier.

Next, 1.2 kg of a reactive solidifying agent was dissolved in 1,000 ml of water to form a water-soluble reactive solidifying solution.

Next, 100 kg of ordinary portant cement and 1,000 ml of a water-soluble reactive solidifying solution are mixed per 1.0 m ³ of river sludge.

In this case, the mixing is carried out by 1) mixing the batch plant (batch plant) by mixing or 2) mixing using a stirrer such as a fork crane.

Through this process, the original sludge becomes a reactive solidified sludge, and has the characteristics of removing contaminants such as heavy metals in the original sludge, uniaxial compressive strength of 10.0kg / cm ² or more, and permeability coefficient of 1 × 10 ^-7 m / sec or less.

Solidified sludge having such characteristics is laid on the bottom and the surface of the river with a thickness of 30-100 cm and compacted to be used as erosion and scour reinforcement by running water.

The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by any person having ordinary skill in the art without departing from the gist of the present invention claimed in the claims. Of course, such changes will fall within the scope of the claims.

The present invention made as described above can be obtained by dehydrating, detoxifying, solidifying the sludge by using a reactive solidifying agent.

First, the sludge is dehydrated and solidified using a solidifying agent to facilitate the transport and movement of the sludge by drying and hardening the sludge with a high water content ratio and satisfying the criteria to be directly buried after the primary treatment. To provide materials that can be recycled in the construction and environment sectors.

Second, the pollutants in the sludge are decomposed, reduced, precipitated, ion exchanged and adsorbed by the reactive materials contained in the solidifying agent to be detoxified and insoluble to convert the contaminated sludge into clean sludge.

Third, the sludge treated with reactive solidifying agent is mixed with general soil in the volume ratio of 90: 10 ~ 10: 90 to contribute to resolving the construction material shortage by making the soil to be general soil and alternative soil by making the soil mixed with solidified sludge. do.

Fourth, by recycling solidified sludge and soil solidified sludge mixed soil into cover soil and embankment soil of landfill, bottom reinforcement material of river, legal reinforcement material, complex soil material, plant vegetation soil, obtain economic and eco-friendly materials and promote the recycling of sludge. do.

As described above, the present invention is useful to have the advantage of making harmless and solidifying the contaminants in the sludge so as to transport and landfill the sludge, convert the sludge to clean sludge, construct the sludge and recycle it to environmental materials. It is an invention which industrial use is expected largely by invention.

Claims (8)

In the solidifying agent to solidify the sludge, Dehydration, decontamination and solidification of sludge characterized by 60 to 40 wt% of coal fly ash, 0.1 to 1.0 wt% of reactant, 0.7 to 1.5 wt% of solidifying agent (ECO-CURE), and the remainder of ordinary portant cement Reactive solidifying agent to solidify the sludge. The method of claim 1, The reactive agent is a reactive solidifying agent for dehydrating, detoxifying and solidifying the sludge to be solidified sludge, characterized in that a mixture of one or more selected from the group consisting of iron, steel slag. The method of claim 1, The solidifying agent (ECO-CURE) is sodium chloride 19-24wt%, potassium chloride 25-30wt%, magnesium chloride 14-19wt%, calcium chloride 14-19wt%, aluminum chloride 4-6wt% and ferric chloride 1.5-2.5wt %, Ammonium chloride 4-6 wt%, carbon 0.5-1.5 wt%, citric acid 2-4 wt%, nonionic surfactant 5.5-8 wt% and sodium sulfate 2-4 wt% Reactive solidifying agent that solidifies and solidifies into solidified sludge. A first mixing step of mixing 19 to 24 wt% of sodium chloride (NaCl), 25 to 30 wt% of potassium chloride (KCl), and 14 to 19 wt% of magnesium chloride (MgCl), 14 to 19 wt% of calcium chloride (CaCl ₂ ), 1.5 to 2.5 wt% of ferric chloride (Fe ₂ Cl ₃ ), and _{4 to 6} wt% of ammonium chloride (NH ₄ Cl) were added to the mixture produced through the first mixing process. If the sludge component contains a large amount of ion exchangeable substances (eg, As, CN, etc.), add ₄ to 6 wt% of aluminum chloride (Al ₂ Cl ₃ ) after mixing with calcium chloride (CaCl ₂ ). A second mixing step of mixing, 0.5 to 1.5 wt% of carbon (C), 2 to 4 wt% of citric acid, 5.5 to 8 wt% of non-ionic surfactant, sodium sulfate ( A third mixing process of mixing NaSO ₄ ) 2-4wt% to form a hardening agent (ECO-CURE), The reactive agent is added to the mixture of the solidifying agent (ECO-Cure), which is a mixture produced through the third mixing process, in a ratio of 0.7 to 1.5 kg of the solidifying agent, at a ratio of 0.1 to 1.0 kg of the reactant, and then mixed by rotation. A process for producing a reactive solidifying agent which makes a sludge dehydrated, harmlessed and solidified by a fourth mixing process for producing a reactive solidification agent or binder. 70 to 90 kg of a reactive solidifying agent is added to sludge 1.0 m ³ to solidify the sludge and insoluble to dissolve the sludge, and to remove and harm the organic compound contaminants, heavy metals and radioactive substances in the sludge. The reactive solidifying agent is composed of 60 to 40 wt% of coal fly ash, 0.1 to 1.0 wt% of reactant, 0.7 to 1.5 wt% of hardening agent (ECO-CURE), and the remainder of ordinary portant cement. The reactant is a mixture of one or more selected from the group consisting of iron and steel slag, and using The solidifying agent (ECO-CURE) is sodium chloride 19-24wt%, potassium chloride 25-30wt%, magnesium chloride 14-19wt%, calcium chloride 14-19wt%, aluminum chloride 4-6wt% and ferric chloride 1.5-2.5wt %, 4-6 wt% ammonium chloride, 0.5-1.5 wt% carbon, 2-4 wt% citric acid, 5.5-8 wt% nonionic surfactant, and 2-4 wt% sodium sulfate. The step of insolubilizing the particles of the sludge by the solidifying agent is a contaminant of the heavy metals present in the sludge such as Al ³⁺ , Fe ²⁺ , Mg ²⁺ , Ca ^2+, etc. The needle crystal structure of ettringite is formed between the organic material and the heavy metal in the sludge, trapped in the gap between the needle crystal structure, and is adsorbed and insoluble. Removing the organic compound contaminants, heavy metals, radioactive materials in the sludge, harmless Subjected to, and, ^- 1) of chlorinated organic contaminants TCE, PCE, etc. Scheme [reactant ^{+ RCl + H + → RH +} Cl] so that detoxification by dechlorination reaction (dehalogenation) by the reaction in the first agent 2) heavy metal salt (e.g., chromate CrO heavy metals such as Cr ⁶⁺ existing in the form of _four ²⁾ scheme is to screen and harmless is reduced to Cr ³⁺ by reaction in the first agent [reactant + CrO ₄ ^{2 -} + 8H → Cr ³⁺ + 4H ₂ O] 3) Radioactive contaminants, such as uranium (U), become oxidized precipitates by the reactants in the solidifying agent so that they are harmless.₂ ^2- _(aq) → UO_{2 (s)}] Dehydration, detoxification, and solidification of sludge characterized by the method of treatment to make a solidified sludge. 60 to 40 wt% of coal fly ash, 0.1 to 1.0 wt% of reactant, 0.7 to 1.5 wt% of hardening agent (ECO-CURE), and the rest are composed of ordinary portant cement; The reactants are mixed with one or more selected from the group consisting of iron and steel slag, and the solidifying agent (ECO-CURE) is composed of 19 to 24 wt% sodium chloride, 25 to 30 wt% potassium chloride, 14 to 19 wt% magnesium chloride, and calcium chloride. 14-19 wt%, 4-6 wt% aluminum chloride, 1.5-2.5 wt% ferric chloride, 4-6 wt% ammonium chloride, 0.5-1.5 wt% carbon, 2-4 wt% citric acid, 5.5-8 wt% nonionic surfactant Solidified sludge produced by adding reactive solidifying agent composed of% and 2-4 wt% sodium sulfate to the sludge, daily cover material, intermediate cover material, final cover material and embankment soil, bottom reinforcement material of river, reinforcement material, complex soil material, plant A method of recycling solidified sludge treated with reactive solidifying agent, characterized by recycling by vegetation soil, pipe bedding or the like. The method of claim 6, 90: 10 A method for recycling solidified sludge treated with a reactive solidifying agent, characterized by mixing at a ratio of 10 to 90 to form a mixed soil solidified sludge. The method of claim 7, wherein Characterized in that the mixture of the solidified sludge and the general soil in a volume ratio of 90: 10 to 10: 90 by mixing one of the mixed mixed soil method of mixing as a whole, or a mixed mixed soil method of mixing by mixing the general soil and the solidified sludge in layers. A method of recycling solidified sludge treated with a reactive solidifying agent.