JP4464075B2 - Purification method for contaminated soil - Google Patents

Description

[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for purifying contaminated soil with pollutants such as heavy metals and a purification plant for contaminated soil.
[0002]
[Prior art]
There are several known purification techniques for contaminated soil, depending on the type of pollutant.
As a purification technology for pollutants such as heavy metals, there are a method for removing pollutants and a method for stabilizing pollutants in the soil. For example, the following are known.
(1) Soil cleaning method
The excavated soil is mechanically washed in the plant to remove contaminants.
(2) Electrical separation method
Electrolyze pollutants in soil and groundwater.
(3) Thermal desorption / volatilization method
Contaminated soil is heated and heavy metals with relatively low boiling points are desorbed and volatilized from the soil.
(4) Melt solidification method
The combustible matter in the contaminated soil is completely burned at a high temperature, and the remaining ash is melted and taken out as glassy slag.
(5) In-situ vitrification method
The contaminated soil is melted at high temperature by electricity in-situ, and heavy metals are contained in the vitrified body that is generated after cooling.
(6) Solidification / insolubilization treatment
Cement and chemicals are added to and mixed with contaminated soil to insolubilize soil pollutants.
▲ 7 ▼ Containment
Isolate contaminated soil with a barrier or water barrier to prevent the spread of contamination.
[0003]
Among these, the soil cleaning method does not use energy such as heat or electricity, and does not add additives such as solidifying agents or insolubilizing agents to contaminated soil, so it is cheaper and has a lower environmental impact than other methods. It is. However, the soil cleaning method requires various water tanks for separating mud sand and pollutants from the cleaning water, so that it has been difficult to perform on-site treatment. Therefore, the method of transporting the excavated contaminated soil to a cleaning plant provided at another location, purifying it, transporting it to the site again, and backfilling was taken.
[0004]
In addition, in order to purify contaminated soil at the site, there is a type in which a treatment plant is downsized and unitized so that a washing plant can be mounted on a vehicle (see, for example, Patent Document 1).
[0005]
[Patent Document 1]
JP 2002-200479 A
[0006]
[Problems to be solved by the invention]
However, in the method of Patent Document 1, since the contaminated soil is heated and the pollutant is thermally decomposed or volatilized for purification, it was possible to remove volatile organic compounds, heavy metals having a high boiling point, etc. Contaminants such as low heavy metals could not be removed.
[0007]
In the cleaning plant that cleans and cleans contaminants such as heavy metals with water, water is used. Therefore, unlike the method of Patent Document 1, various water tanks for separating mud sand and contaminants from the cleaning water are required. It was difficult to downsize the cleaning plant. In addition, when a washing plant is installed in a contaminated area and the surrounding area begins to be cleaned, the washing plant must be moved to finally remove the soil under the washing plant. Therefore, there is a problem that the processing period becomes long.
[0008]
An object of the present invention is to provide a more efficient contaminated soil purification method and a contaminated soil purification plant that purify contaminated soil on-site without taking it outside.
[0009]
[Means for Solving the Problems]
In order to solve the above-described problems, the invention described in claim 1, for example, as shown in FIG. 1, installs a contaminated soil purification plant 100 in a soil-contaminated area 200 and purifies excavated contaminated soil. It is characterized by backfilling.
[0010]
According to the invention described in claim 1, since the contaminated soil purification plant 100 is provided in the contaminated area 200 of the soil, the transport distance and transport time of the contaminated soil can be reduced, and the transport cost can be reduced. . In addition, the contaminated soil is not diffused along the route during transportation to an external purification plant, and there is no illegal dumping by the carrier.
In addition, since the excavation site is backfilled with the purified soil, it is possible to reduce the backfilling soil that is carried in from the outside, and to reduce the purchase cost and the transportation cost of the backfilling soil.
[0011]
Furthermore, the invention according to claim 1 divides the contaminated area 200 into sections 201 to 207 according to the processing capacity of the contaminated soil purification plant 100, as shown in FIG. ) And excavating the contaminated soil to another adjacent section (205), installing the contaminated soil purification plant 100 in the section 206 from which the contaminated soil was transported, and purifying the removed contaminated soil by the contaminated soil purification plant 100. Then, the contaminated soil in the other sections 201 to 205 and 207 is excavated in order and purified by the contaminated soil purification plant 100, and the purified soil is backfilled in the excavated sections 201 to 205 and 207.
[0012]
Therefore, according to the first aspect of the present invention, the operations from excavation of the contaminated soil to purification and backfilling can be continuously performed, and short-term construction is possible.
[0013]
The invention according to claim 2 is the method for purifying contaminated soil according to claim 1, wherein after the contaminated area 200 is purified, the backfill soil that is not contaminated by the site 206 from which the contaminated soil purification plant 100 was removed. It is characterized by backfilling.
[0014]
Here, as the backfill soil, purified soil may be used, or backfill soil not contaminated from the outside may be carried in.
Since the volume of the contaminated soil is about 70%, 30% backfill soil is required to restore the area 200 to its original state.
According to the second aspect of the present invention, the area 200 after the purification can be flattened by backfilling the site 206 of the contaminated soil purification plant with the uncontaminated backfill soil.
[0015]
The invention according to claim 3 is the method for purifying contaminated soil according to claim 1 or 2, wherein the uncontaminated backfill soil is backfilled and flattened in the section 206 carrying the contaminated soil, and then the contaminated soil is purified. The plant 100 is installed.
[0016]
According to the third aspect of the present invention, the contaminated soil purification plant 100 is installed by refilling the uncontaminated backfill soil into the section 206 where the contaminated soil has been carried out and flattening it, and then installing the contaminated soil purification plant 100. Can be easily installed and contaminated soil can be carried in.
[0017]
Invention of Claim 4 is a purification method of the contaminated soil as described in any one of Claims 1-3, The said contaminated soil purification plant 100 wash | cleans and classifies contaminated soil, and adsorbs a contaminant. And a water purification plant that removes contaminants together with the fine particles from the washing water that has washed the contaminated soil.
[0018]
According to the invention described in claim 4, the amount of uncontaminated soil particles contained in the cleaning water that has cleaned the contaminated soil is reduced by the cleaning plant, the treatment capacity of the water purification plant is improved, and the dewatering that is discharged The amount of cake can be reduced.
Further, the cleaning water can be purified and reused by the water purification plant, and the amount of water used can be saved.
[0019]
The invention described in claim 5 In the purification method of the contaminated soil of Claim 4, For example, as shown in FIG. Said The water purification plant is contaminated with washing water on a water tank for storing washing water (a sand settling tank 21, a raw water tank 22, a treated water tank 26, a circulating water tank 27, a floating oil recovery tank 28, a concentrated waste oil storage tank 30, a mud storage tank 31). Equipment for removing substances and fine particles (chemical tanks 23, 24, thickener 25, filter press 32) is provided.
[0020]
According to invention of Claim 5, the installation area required for a water purification plant can be reduced by providing the equipment which removes a pollutant and a fine particle part from washing water on the water tank which stores washing water. .
[0021]
The invention described in claim 6 In the purification method of the contaminated soil of Claim 4 or 5, The washing plant is Separating stone mass from the contaminated soil Drum washer 4; Separating gravel from soil that has passed through the drum washer A screen unit 5; The sand is separated from the soil that has passed through the screen unit. Sand clean 9, Separating coarse particles from the soil that has passed through the sand clean With cyclone 10, Said Stone masses in contaminated soil, Gravel, sand The coarse particles are washed and removed.
[0022]
According to invention of Claim 6, the load of a water purification plant can be reduced by wash | cleaning and removing the stone lump, sand gravel, and a coarse particle content in contaminated soil, and the water tank which stores wash water can be made small. Thus, the installation area can be further reduced.
[0023]
The invention described in claim 7 In the purification method of the contaminated soil as described in any one of Claims 4-6, A soundproof / dustproof building 1 is provided to cover the washing plant and the water purification plant.
[0024]
According to the seventh aspect of the present invention, the soundproof / dustproof building 1 can prevent noise, dust, contaminants and bad odors from the washing plant and water purification plant from leaking to the surroundings.
[0025]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a schematic view showing a contaminated area 200 to which the contaminated soil purification method of the present invention is applied. The area 200 is divided into a plurality of sections 201 to 207. The magnitude | size of each division is decided by the processing capacity of the contaminated soil purification plant 100 mentioned later. For example, if the contaminated soil treatment capacity of the contaminated soil purification treatment plant 100 is driven at 15 tons per hour for 7 hours a day, the daily capacity is about 105 tons. Therefore, the amount of contaminated soil in each of the sections 201 to 207 is divided from half a day to 50 to 105 t per day.
[0026]
The contaminated soil purification plant 100 is provided in any one of the sections (206 in FIG. 1), and the contaminated soil stock S1 is provided in the section 205 adjacent to the section 206.
The contaminated soil stock S1 is a tank or a pit and has a structure in which the contaminant does not penetrate into the ground. In addition, measures are taken to prevent wind and rain so that pollutants do not scatter. Contaminated soil is carried into the contaminated soil stock S1 from the surrounding section by a truck 41 or the like.
[0027]
The contaminated soil purification plant 100 is provided on an impermeable layer provided on the ground. The impermeable layer prevents contaminants from leaking from the contaminated soil purification plant 100 and penetrating into the ground.
Around the contaminated soil purification plant 100, there are provided stocks S3 and S4 for storing the purified soil material and a stock S5 for storing the dehydrated cake in which the contaminant is concentrated.
[0028]
Next, the purification method for contaminated soil of the present invention will be described. First, the contaminated soil in any one section 206 of the section 200 divided into a plurality of sections 201 to 207 is excavated and stacked on the contaminated soil stock S1 provided in the adjacent section 205.
A soundproof and dustproof building will be installed at the site where excavation work is performed to prevent leakage of noise, dust, and foul odors and pollutants generated from pollutants. An air cleaner will be installed in the soundproof and dustproof building to clean the internal working environment.
[0029]
Next, an impermeable layer is installed on the excavated section 206. The impermeable layer may be formed into a waterproof pan shape with concrete, iron plate, or the like.
Alternatively, the impermeable layer may be formed using clay such as bentonite. When the impermeable layer is formed using bentonite, it is not necessary to remove the impermeable layer after the purification of the area 200 is completed.
The impermeable layer may be provided in the excavated hole of the section 206 or may be provided after being backfilled with uncontaminated backfill soil. When the contaminated soil is washed, its volume is reduced to about 70%. Therefore, about 30% of backfill soil is required to restore the original state after purification. This backfill may be performed after the purification of the area 200 is completed.
Next, the contaminated soil purification plant 100 is provided on the impermeable layer.
[0030]
When the contaminated soil purification plant 100 is provided, purification of the contaminated soil is started.
First, on the first day, the contaminated soil excavated from the section 206 stored in the contaminated soil stock S1 is purified. The purified soil material is accumulated in the stocks S3 and S4. In addition, you may carry in the contaminated soil excavated from the division | segmentation 201 processed on the 2nd day with the reduction | decrease of the contaminated soil of the contaminated soil stock S1.
The dehydrated cake enriched with pollutants is transported to the disposal site.
[0031]
On the second day, the contaminated soil excavated from the section 201 is carried into the contaminated soil stock S1 and purified as in the first day. At the same time, the purified soil material stacked in the stocks S3 and S4 is conveyed to the section 201 and backfilled.
[0032]
After the third day, the sections 202 to 205 and 207 are purified and backfilled in the same manner, and the purification of the entire area 200 is completed on the seventh day. If necessary, carry backfill soil and backfill.
Finally, the contaminated soil purification plant 100 and the impermeable layer are removed. When the impermeable layer is formed of bentonite or the like, the impermeable layer may not be removed.
The site of the contaminated soil remediation plant 100 is filled with backfill soil. Since the volume of the soil after washing decreases to about 70%, if necessary, the reduced amount of backfill soil is carried in from the outside. If it is acceptable to leave the shortage, it can be left as it is.
[0033]
According to the contaminated soil purification method of the present invention, since the contaminated soil purification plant 100 is provided in the area 200, the transportation distance and transportation time of the contaminated soil can be reduced, and the transportation cost can be reduced. In addition, the contaminated soil is not diffused along the route during transportation to an external purification plant, and there is no illegal dumping by the carrier.
Moreover, since the purified soil is used as the backfill soil, the backfill soil brought in from the outside can be reduced, and the purchase cost and the transport cost of the backfill soil can be reduced.
In addition, operations from excavation of contaminated soil to purification and backfilling can be performed continuously, and short-term construction is possible.
In addition, the division | segmentation method of the area 200, the order which cleans the divided areas 201-207, etc. are not restricted to said example, It is arbitrary.
[0034]
Here, the contaminated soil purification plant 100 used in the embodiment of the present invention will be described with a specific example.
As shown in FIG. 2, the contaminated soil remediation plant 100 is provided inside a soundproof / dustproof building 1 similar to that used during excavation work, except for the grid unit 2, and includes noise, dust, contaminants, It prevents odors from leaking to the surroundings.
[0035]
Next to the contaminated soil stock S1, a grid unit 2 is provided. Contaminated soil is transported from the contaminated soil stock S1 to the grid unit 2 by the backhoe 42 or the like.
The grid unit 2 permeates contaminated soil having a particle size of 80 mm or less and places it on the belt conveyor b1, and outputs contaminated soil having a particle size of 80 mm or more to the +80 mm stock S2.
[0036]
As shown in FIG. 3, the belt conveyor b <b> 1 is loaded with contaminated soil having a particle size of 80 mm or less that has passed through the grid unit 2 at one end, transported into the soundproof / dustproof building 1, and the contaminated soil at the other end of the drum washer 4. Insert into the inlet.
Moreover, the magnetic separator 3 is provided in the middle of the belt conveyor b1, and an iron piece is removed from contaminated soil.
[0037]
The drum washer 4 is provided at the end opposite to the grid unit 2 of the belt conveyor b1. In the drum washer 4, washing water is added to the charged contaminated soil, and the whole drum is rotated and washed. The drum washer 4 is provided with a sensor (measuring instrument) for measuring the concentration of contaminants. The drum washer 4 separates a stone block having a particle size of 40 to 80 mm from the contaminated soil after washing, and after confirming with a sensor (measuring instrument) that the concentration of the contaminant is below a reference value, the belt conveyor b2 The washing water and the remaining soil components are put into the screen unit 5. A paddle mixer may be used instead of the drum washer 4.
When washing contaminated soil in the drum washer 4 or the paddle mixer, in the case of oil-contaminated soil, a chemical such as a surfactant may be mixed in the washing water. Moreover, you may use warm water for washing water.
[0038]
As shown in FIG. 3 or 4, the screen unit 5 is provided at the lower part of the discharge port of the drum washer 4. The screen unit 5 is provided with a sensor (measuring instrument) for measuring the concentration of contaminants. The screen unit 5 uses a vibrating screen to clean and remove gravel with a particle size of 2 to 40 mm and tree branches and roots, and use a sensor (measuring device) to check that the concentration of contaminants is below the standard value. After confirmation, place it on the belt conveyor b2. Moreover, the screen unit 5 permeate | transmits the soil component with a particle size of 2 mm or less, and flows in into 0-2 mm pit 8 with a wash water.
The belt conveyor b <b> 2 conveys trash such as stone blocks having a particle diameter of 40 to 80 mm, gravel having a particle diameter of 2 to 40 mm, tree branches and roots, to the dust remover 6.
[0039]
The dust collector 6 places a stone block having a particle diameter of 40 to 80 mm and a gravel having a particle diameter of 2 to 40 mm on the belt conveyor b <b> 3, and puts garbage such as tree branches and roots into the garbage basket 7.
The belt conveyor b3 carries a stone block having a particle diameter of 40 to 80 mm and a gravel having a particle diameter of 2 to 40 mm to a 2 to 80 mm stock S3 outside the soundproof / dustproof building 1.
The garbage basket 7 is provided with a pipe for discharging cleaning water contained in the garbage to the sewage pit 11.
[0040]
The 0-2 mm pits 8 are provided directly below the screen unit 5. A soil component having a particle size of 2 mm or less that has not been removed by the screen unit 5 flows into the 0 to 2 mm pit 8 together with the cleaning water, and is temporarily stored. The 0-2 mm pit 8 is provided with a pipe leading to the sand clean 9 and a pump, and sends out a soil component having a particle size of 2 mm or less to the sand clean 9 together with the washing water.
[0041]
The sand clean 9 is provided with a sensor (measuring instrument) for measuring the concentration of contaminants. The sand clean 9 scoops sand having a particle size of 0.075 to 2 mm and places it on the belt conveyor b4 after confirming with a sensor (measuring instrument) that the concentration of the contaminant is below a reference value. Further, a silt of 0.075 mm or less is sent to the cyclone 10 together with the cleaning water.
The belt conveyor b4 carries sand having a particle size of 0.075 to 2 mm to a 0.075 to 2 mm stock S4 outside the soundproof / dustproof building 1.
[0042]
The cyclone 10 generates vortex inside and cleans the soil particles together with the cleaning water by wall friction generated by the centrifugal force. The cyclone 10 discharges fine particles with a particle size of 0.075 mm or less from the upper part together with washing water, and the lower part discharges coarse particles with a particle size of 0.075 mm or more that were not scooped by the sand clean 9 to 0 Return to pit 8 mm.
[0043]
The sewage pit is provided with a pipe leading to the sand settling tank 21, and a silt having a particle size of 0.075 mm or less is sent to the sand settling tank 21 together with cleaning water by a pump provided in the pipe.
[0044]
The sand settling tank 21 precipitates insoluble soil components having relatively large particles. The raw water tank 22 temporarily stores the wash water in which the insoluble soil components are precipitated in the sand settling tank 21 according to the processing capacity of the thickener 25. The raw water tank 22 is provided with a pipe leading to the thickener 25, and the upper mud of the cleaning water stored in the raw water tank 22 is sent to the thickener 25 by a pump provided in the pipe.
[0045]
In the middle of the pipe between the raw water tank 22 and the thickener 25, pipes connected to chemical tanks 23 and 24 such as a flocculant are connected, and valves and pumps are provided. As shown in FIG. 4, the chemical tanks 23 and 24 include a sand settling tank 21, a raw water tank 22, a mud storage tank 31, a treated water tank 26, a floating oil recovery tank 28, a concentrated waste oil storage tank 30, and a circulating water tank 27, which will be described later. It is mounted on the gantry 33 assembled above.
[0046]
The thickener 25 aggregates and precipitates contaminants and silt in the muddy water into which a chemical such as a flocculant is added. As shown in FIG. 4, the thickener 25 is placed on the gantry 33 together with the drug tanks 23 and 24.
In the lower part of the thickener 25, a pipe for discharging the precipitated sludge to the mud storage tank 31, a valve and a pump are provided. In addition, a pipe for discharging the supernatant to the treated water tank 26 is provided at the upper part of the thickener 25.
[0047]
The mud storage tank 31 temporarily stores sludge. The mud storage tank 31 is provided with a pipe for discharging sludge to the filter press 32, a valve and a pump.
As shown in FIGS. 4 and 8, the filter press 32 is provided on the gantry 33 together with the drug tanks 23 and 24 and the thickener 25. The filter press 32 compresses and filters sludge to form a dehydrated cake and places it on the belt conveyor b5. The filter press 32 is provided with a pipe for discharging water squeezed from the sludge to the sand settling tank 21 and the water reducing tank.
The belt conveyor b5 carries out the dewatered cake to the dewatered cake stock S5 outside the soundproof / dustproof building 1.
[0048]
The treated water tank 26 is provided with a floating oil recovery pipe near the water surface, and discharges the oil floating on the water surface to the floating oil recovery tank 28 together with water near the water surface. A pipe for sending water to the circulating water tank 27 and a pump are provided at the lower part of the treated water tank 26.
The floating oil recovery tank 28 is provided with a pipe leading to the oil / water separator 29 and a pump.
[0049]
The oil / water separator 29 separates water and oil, and sends the oil to the concentrated waste oil storage tank 30 and the water to the sand settling tank 21 and the raw water tank 22.
The concentrated waste oil storage tank 30 is stored until the oil is vacuumed out.
The circulating water tank 27 is provided with a pipe for supplying cleaning water to the drum washer 4 and the screen unit 5 and a pump.
The circulating water tank 27 is appropriately replenished with a decrease in the amount of water.
[0050]
As described above, in the contaminated soil purification plant 100 of the present invention, the gantry 33 is assembled on various water tanks, and the equipment such as the thickener 25, the filter press 32, the chemical tanks 23 and 24, and the like are provided thereon. The installation area required for the processing equipment can be reduced. The various water tanks installed under the gantry 33 are not limited to the arrangement shown in FIG. 2 and can be arranged arbitrarily.
[0051]
Next, a method for treating contaminated soil will be described with reference to the flowchart shown in FIG.
First, the contaminated soil is lifted from the contaminated soil stock S1 by a backhoe and passed through the grid unit 2. In the grid unit 2, contaminated soil blocks having a particle size of about 80 mm or more are removed. There is almost no contaminated soil mass with a particle size of 80 mm or more, but if there is, it is stored in an 80 mm stock, crushed to a particle size of 80 mm or less with a crusher, and then passed again through the grid unit 2.
[0052]
The contaminated soil having a particle size of 80 mm or less is transported by the belt conveyor b1, and after the iron pieces are removed by the magnetic separator 3, it is put into the drum washer 4.
The contaminated soil thrown into the drum washer 4 is rubbed and washed in the drum washer 4. Of the contaminated soil washed by the drum washer 4, stone blocks having a particle size of 40 mm or more are removed and conveyed by the belt conveyor b2. The load on the screen unit 5 can be reduced by removing stone blocks having a particle diameter of 40 mm or more.
[0053]
The soil component having a particle size of 40 mm or less is applied to the screen unit 5 together with the washing water to remove gravels having a particle size of 2 to 40 mm and dust such as tree branches and roots. A stone block having a particle diameter of 40 to 80 mm, gravel having a particle diameter of 2 to 40 mm, and garbage are transported to the garbage collector 6 by a belt conveyor b2. The garbage collector 6 removes garbage such as tree branches and roots into a trash can.
Garbage such as tree branches and roots may be carried out as combustible garbage or backfilled.
[0054]
A lump of 40 to 80 mm particle size and gravel with a particle size of 2 to 40 mm that have passed through the dust collector 6 are conveyed by the belt conveyor b3 and stacked on the 2 to 80 mm stock S3. The lump of 40 to 80 mm particle size and the gravel of 2 to 40 mm particle size stacked on the 2 to 80 mm stock S3 are carried out and used as cement material or backfilled.
[0055]
The soil component having a particle size of 2 mm or less is temporarily stored in the 0 to 2 mm pit 8 together with the washing water, pumped up by a pump, and applied to the sand clean 9. In the sand clean 9, sand having a particle size of 0.075 to 2 mm is picked up, conveyed by the belt conveyor b4, and stacked on the 0.075 to 2 mm stock S4. The sand having a particle diameter of 0.075 to 2 mm stacked on the 0.075 to 2 mm stock S4 is carried out and used as mortar material or backfilled.
[0056]
The soil particles that have passed through the sand clean 9 are sent to the cyclone 10 together with the washing water by the pump and washed. Coarse particles having a particle size of 0.075 mm or more that could not be removed by the sand clean 9 are removed by the cyclone 10 and returned to the pit 8 of 0 to 2 mm. By recirculating the coarse particles to the sand clean 9 in this way and removing the coarse particles almost completely, the amount of uncontaminated soil particles contained in the washing water is reduced, and the washing water purification equipment thereafter As well as improving the processing capacity, the amount of dehydrated cake discharged can be reduced. Moreover, various water tanks can be made small by improving the processing capacity of the purification equipment, and the installation area required for the contaminated soil purification plant 100 can be further reduced.
[0057]
The silt having a particle size of 0.075 mm or less that has passed through the cyclone 10 is stored in the sewage pit 11 together with the cleaning water by a pump. Washing water also flows into the sewage pit 11 from the trash can.
The washing water stored in the sewage pit 11 is pumped up by a pump and temporarily stored in the sand settling tank 21 and the raw water tank 22 to precipitate insoluble soil components having relatively large particles.
The upper mud of the washing water stored in the sand settling tank 21 and the raw water tank 22 is pumped up by a pump, charged with a chemical such as a flocculant, and charged into the thickener 25.
[0058]
In the thickener 25, the pollutants in the muddy water into which a chemical such as a flocculant is charged are aggregated and precipitated. The supernatant in the thickener 25 is stored in the treated water tank 26. The oil component floating on the water surface of the treated water tank 26 is sent to the floating oil recovery tank 28 together with water near the water surface. Water and oil stored in the floating oil recovery tank 28 are sent to the oil / water separator 29 by a pump. The oil / water separator 29 collects the oil, the oil is stored in the concentrated oil storage tank, and the water is sent to the sand settling tank 21 and the raw water tank 22 again.
[0059]
The oil in the concentrated waste oil storage tank 30 is carried out to another processing plant.
The water below the treated water tank 26 is pumped up and sent to the circulating water tank 27. The water in the circulating water tank 27 is pumped up and reused as cleaning water for the drum washer 4 and the screen unit 5. The circulating water tank 27 is appropriately supplemented with water as the circulating water decreases.
[0060]
The sludge precipitated by the thickener 25 is sent to the mud storage tank 31 by a pump, temporarily stored, and then sent to the filter press 32 by a pump.
In the filter press 32, moisture is removed from the sludge to form a dehydrated cake. The dehydrated cake is loaded on the dehydrated cake stock S5 and is subsequently carried out to the disposal site.
The water removed by the filter press 32 is sent again to the sand settling tank 21.
[0061]
【The invention's effect】
As described above, according to the invention described in claim 1, since the contaminated soil purification plant is provided in the contaminated area of the soil, the transportation distance and transportation time of the contaminated soil can be reduced, and the transportation cost is reduced. Can be reduced. In addition, the contaminated soil is not diffused along the route during transportation to an external purification plant, and there is no illegal dumping by the carrier.
In addition, since the excavation site is backfilled with the purified soil, it is possible to reduce the backfilling soil that is carried in from the outside, and to reduce the purchase cost and the transportation cost of the backfilling soil.
[0062]
Furthermore, according to the first aspect of the present invention, operations from excavation of the contaminated soil to purification and backfilling can be performed continuously, and short-term construction is possible.
[0063]
According to the second aspect of the present invention, the same effect as that of the first aspect of the present invention can be obtained, and the site of the contaminated soil purification plant can be backfilled with uncontaminated backfill soil, thereby The area can be flattened.
[0064]
According to the invention described in claim 3, the same effect as that of the invention described in claim 1 or 2 can be obtained, and the backfill soil that is not contaminated in the section carrying out the contaminated soil is backfilled and flattened. By installing a contaminated soil purification plant, it is possible to easily install a contaminated soil purification plant and carry in contaminated soil.
[0065]
According to the invention described in claim 4, the same effect as that of the invention described in any one of claims 1 to 3 can be obtained, and the cleaning plant can contaminate the contaminated soil contained in the cleaning water. It can reduce the amount of soil particles that are not, improve the treatment capacity of the water purification plant, and reduce the amount of dewatered cake discharged.
Further, the cleaning water can be purified and reused by the water purification plant, and the amount of water used can be saved.
[0066]
According to invention of Claim 5, the installation area required for a water purification plant can be reduced by providing the equipment which removes a pollutant and a fine particle part from washing water on the water tank which stores washing water. .
[0067]
According to the invention described in claim 6 , By washing and removing stone blocks, gravel, and coarse particles in contaminated soil, the load on the water purification plant can be reduced, and the installation area can be further reduced by reducing the water tank for storing the wash water. .
[0068]
According to the invention of claim 7 , The soundproof / dustproof building can prevent noise, dust, pollutants and odors from the washing plant and water purification plant from leaking to the surroundings.
[Brief description of the drawings]
FIG. 1 is a plan view showing a form example of an area in which a method for purifying contaminated soil according to the present invention is used.
FIG. 2 is a plan view showing a contaminated soil purification plant according to an embodiment of the present invention.
FIG. 3 is an elevational view taken along the line AA in FIG. 2;
4 is an elevational view taken along the line BB in FIG. 2. FIG.
FIG. 5 is an elevational view taken along the line CC in FIG. 2;
6 is an elevational view taken along the line DD in FIG. 2. FIG.
7 is an elevational view taken along the line E-E in FIG. 2;
8 is an elevational view between FF in FIG. 2. FIG.
FIG. 9 is a flowchart showing the flow of contaminated soil.
[Explanation of symbols]
1 Soundproof and dustproof building
2 Grid unit
3 Magnetic separator
4 Drum washer
5 Screen unit
6 Garbage removal machine
7 Garbage basket
80-2mm pit
9 Sand Clean
10 Cyclone
11 Sewage pit
21 Sand settling tank
22 Raw water tank
23, 24 Drug tank
25 Thickener
26 treated water tank
27 Circulating water tank
28 Floating oil recovery tank
29 Oil-water separator
30 Concentrated waste oil storage tank
31 Mud tank
32 Filter press
33 frame
41 tracks
42 Backhoe
100 Contaminated soil purification plant
200 area
201-207 Category
b1, b2, b3, b4 belt conveyor
S1 Contaminated soil stock
S2 + 80mm stock
S3 2-80mm stock
S4 0.075-2mm stock
S5 Dehydrated cake stock

Claims (7)

A method for purifying contaminated soil by installing a contaminated soil purification plant in a contaminated area of the soil, purifying the excavated contaminated soil and then backfilling the soil
Divide the contaminated area into categories according to the processing capacity of the contaminated soil remediation plant, excavate the contaminated soil of any category and carry it to other adjacent segments,
A contaminated soil purification plant was installed in the section where the contaminated soil was carried out, and the contaminated soil purification plant was purified at the contaminated soil purification plant.
Next, a contaminated soil purification method characterized by excavating contaminated soil in other sections in order and purifying the contaminated soil in a contaminated soil purification plant, and backfilling the purified soil into the excavated section.   2. The method for purifying contaminated soil according to claim 1, wherein after the contaminated area is purified, uncontaminated backfill soil is backfilled in the site where the contaminated soil purification plant was removed.   3. The method for purifying contaminated soil according to claim 1 or 2, wherein after the uncontaminated backfill soil is backfilled and flattened in the section where the contaminated soil is carried out, the contaminated soil purification plant is installed.   The contaminated soil purification plant is a cleaning plant that cleans and classifies contaminated soil and removes fine particles adsorbed with pollutants, and a water purification plant that removes contaminants together with fine particles from wash water that has washed contaminated soil. The purification method of contaminated soil as described in any one of Claims 1-3 characterized by the above-mentioned. The method for purifying contaminated soil according to claim 4, wherein the water purification plant is provided with a facility for removing contaminants and fine particles from the wash water on a water tank for storing the wash water . The washing plant includes a drum washer that separates stone blocks from the contaminated soil, a screen unit that separates gravel from the soil that has passed through the drum washer, a sand clean that separates sand from the soil that has passed through the screen unit, and and a cyclone for separating the coarse fraction from the soil that have passed through the sand clean, claim 4 or 5 wherein the pebble in the contaminated soil, gravel, sand, and removing by washing the coarse fraction The purification method of the contaminated soil as described in 1. The method for purifying contaminated soil according to any one of claims 4 to 6, further comprising a soundproof / dustproof building that covers the washing plant and the water purification plant .

Images