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WO2018032831A1 - Residual soil regeneration processing system for contaminated bottom mud in rivers and lakes - Google Patents

Residual soil regeneration processing system for contaminated bottom mud in rivers and lakes Download PDF

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Publication number
WO2018032831A1
WO2018032831A1 PCT/CN2017/084963 CN2017084963W WO2018032831A1 WO 2018032831 A1 WO2018032831 A1 WO 2018032831A1 CN 2017084963 W CN2017084963 W CN 2017084963W WO 2018032831 A1 WO2018032831 A1 WO 2018032831A1
Authority
WO
WIPO (PCT)
Prior art keywords
mud
conditioning
residual soil
slurry
sedimentation
Prior art date
Application number
PCT/CN2017/084963
Other languages
French (fr)
Chinese (zh)
Inventor
陈惠明
黄东兴
陈士强
赵新民
翟德勤
王�华
Original Assignee
中电建水环境治理技术有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 中电建水环境治理技术有限公司 filed Critical 中电建水环境治理技术有限公司
Publication of WO2018032831A1 publication Critical patent/WO2018032831A1/en

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • C02F11/121Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
    • C02F11/122Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering using filter presses
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • C02F11/14Treatment of sludge; Devices therefor by de-watering, drying or thickening with addition of chemical agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/007Contaminated open waterways, rivers, lakes or ponds

Definitions

  • the present invention belongs to the technical field of water environment treatment, and in particular relates to a system for regenerating a residual soil in a river and lake.
  • the river is a kind of open water, generally characterized by narrow water surface, long process, and tidal characteristics of coastal and offshore rivers.
  • the lake is a relatively closed water area with wide water surface, shallow water and water flow.
  • the characteristics of slow speed and slow water exchange are generally affected by seasonal rain.
  • the urban population has increased sharply, and the amount of sewage discharged into urban rivers and lakes has increased greatly.
  • Rivers and lakes have become a gathering place for various pollutants, causing serious pollution of water bodies and deteriorating water environment.
  • the water quality has become black and stinky, and the living environment of fish and shrimp has deteriorated drastically or cannot survive.
  • the bottom sediment of the river and lake bed is polluted by the long-term erosion of the contaminated water body, and the sedimentation of the sediment is formed for many years, which is an intrinsic pollution source that affects the quality of the water environment.
  • the industry has gradually formed a consensus that it needs to cut off external pollution sources, remove internal pollution sources, water purification, and ecological restoration.
  • the internal pollution source is the contaminated sediment. Due to the complex composition of the contaminated sediment and high water content, at present, the domestic sediment treatment process is natural or mechanical dehydration, material solidification, etc., for example, one is naturally placed, and the sediment is about to be sedimented. Stored in a low-lying area for natural water filtration and drying; the other is mechanical dewatering. After the material is conditioned, the sediment is dewatered and reduced by mechanical equipment, and then transported to a designated storage place.
  • Stabilizers, curing agents and other materials are added to the contaminated sediment, mixed with various mixing equipment, stacked and maintained, and transported to the designated place after curing; the other is mechanical dewatering and solidification, during the conditioning process before mechanical dewatering Also, the solidified material is added at the same time, and stable solidification is simultaneously achieved in the process of dehydration reduction.
  • the sediment after dewatering and solidification can only be used for stacking and landfilling. On the one hand, a large amount of sediment requires a large amount of space for stacking and landfilling, and on the other hand, it is impossible to regenerate the soil in the sediment. Therefore, how to realize the regeneration of residual soil during the treatment of contaminated sediment has become a technical problem to be solved in the industry.
  • the object of the present invention is to provide a river and lake flu pollution sediment treatment residual soil regeneration system, aiming at solving the technical problem of how to regenerate the residual soil generated during the treatment of contaminated sediment.
  • a river and lake flu pollution sediment treatment residual soil regeneration system comprising: [0006] a sedimentation device for precipitating contaminated sediment after garbage separation and sediment separation And purifying treatment to obtain mud;
  • a conditioning device in communication with the precipitation device, and used to perform conditioning and tempering treatment on the slurry to obtain a concentrated conditioning slurry
  • a filter press device for dehydrating and solidifying the concentrated conditioning mud to obtain a regenerable residue.
  • the conditioning device includes:
  • a mud stirring device configured to receive the slurry conveyed by the sedimentation device
  • a drug conditioning device for storing conditioning conditioning drugs and adding the conditioning and conditioning drugs to the slurry mixing device
  • the mud stirring device uniformly agitates the mud and the conditioning and tempering drug.
  • the river lake urgency sewage sediment treatment residual soil regeneration system further includes:
  • a dredging device the dredging device is placed in the sedimentation device and the slurry in the sedimentation device is delivered to the slurry agitation device.
  • the drug conditioning device includes a storage device for storing a curing agent, is mounted on a discharge port of the storage device, and delivers the curing agent in the storage device to the A conveying device in the slurry agitating device and a dosing device for adjusting the dosage and the type of the drug according to the parameters of the slurry in the slurry agitating device.
  • the conditioning device further includes:
  • a mud concentrating device the mud concentrating device is connected between the mud stirring device and the pressure filtering device, and the slurry stirred by the mud stirring device is sent to the mud concentrating device for static Set and concentrate;
  • a pumping device is connected between the mud concentrating device and the filter press device to pump the concentrated mud condensed by the mud concentrating device into the filter press device.
  • the river and lake flu pollution sediment treatment residual soil regeneration system further includes:
  • a gas recovery utilization device the gas recovery utilization device is connected between the pressure filtration device and the mud concentration device and used to generate the pressure filtration device during dehydration and solidification of the concentrated mud slurry Residual high pressure gas is introduced into the mud concentrating device.
  • river and lake flu pollution sediment treatment residual soil regeneration system further includes
  • a residual water purification device wherein the residual water purification device is connected to the sedimentation device and is used for purifying a supernatant generated by sedimentation of the contaminated sediment by the sedimentation device;
  • the overflow device is connected between the mud concentrating device and the residual water purifying device and is configured to introduce the overflow liquid deposited in the mud concentrating device into the residual water purifying device.
  • the river lake urgency pollution sediment treatment residual soil regeneration system further includes:
  • a pressure filtrate recycling device for conveying the pressure filtrate generated in the process of dehydrating and solidifying the concentrated mud slurry to the sedimentation device, wherein the pressure filtrate recovery device is connected to the Between the filter press device and the forming device.
  • river and lake flu pollution sediment treatment residual soil regeneration system further includes:
  • a gas supply device is coupled to one end of the filter press device and configured to supply high pressure gas to the filter press device.
  • the river lake urgency sewage sediment treatment residual soil regeneration system further includes:
  • the residual soil utilization module uses the renewable residual soil for resource utilization or resource treatment to obtain usable building materials.
  • the river and lake pollution sludge treatment residual soil regeneration system uses the conditioning device to concentrate the conditioning, modification and tempering of the mud produced by the sedimentation device In order to change the internal microstructure of the mud, decompose, combine, chelate, consolidate, passivate, etc. the organic matter, heavy metals and the like in the mud, and simultaneously improve the dehydration and solidification of the filter press device.
  • the mud conditioned and concentrated by the conditioning device enters the pressure filtration device to perform a mud-water separation operation, and the mud portion of the pressure filter device is compressed to obtain a solid mud cake (also referred to as “remaining” Soil ", the same below), the obtained mud cake has a low water content, and the harmless treatment and resource recycling of the contaminated sediment are realized.
  • FIG. 1 is a general frame diagram of a reclaimed system for treating residual soil in a river and a river;
  • FIG. 2 is a detailed frame diagram of the river drug conditioning device of FIG. 1;
  • FIG. 3 is a detailed frame view of the mud concentrating device of FIG. 1.
  • first and second are used for descriptive purposes only, and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated.
  • features defining “first” and “second” may explicitly or implicitly include one or more of the features.
  • the meaning of “plurality” is two or more, unless specifically defined otherwise.
  • the terms “installation”, “connected”, “connected”, “fixed” and the like should be understood broadly, and may be, for example, a fixed connection or a Removable connection, or integrated; can be mechanical connection or electrical connection; it can be directly connected or indirectly connected through an intermediate medium, which can be the internal connection of two elements or the interaction of two elements.
  • the meaning of the above terms in the present invention can be understood by those skilled in the art on a case-by-case basis.
  • the system for regenerating the residual soil of the river and lake pollution sediments provided by the embodiment of the present invention includes:
  • the precipitating device 10 is configured to perform sedimentation and purification treatment on the contaminated sediment separated by garbage sorting and sediment to obtain mud;
  • the conditioning device 20 is in communication with the sedimentation device 10 and is used for conditioning and quenching the slurry to obtain a concentrated conditioning mud;
  • the filter press device 30 is configured to dehydrate and solidify the concentrated conditioning slurry to obtain a regenerable residual soil.
  • the river lake rushing sewage sediment treatment residual soil regeneration system uses the conditioning device 20 to concentrate, condition, modify and temper the mud generated by the sedimentation device 10 to change the The internal microstructure of the mud decomposes and combines the pollutants such as organic matter and heavy metals in the mud.
  • the filter press device 30 sequestering, consolidation, passivation, etc., simultaneously improving the dewatering and solidification effect of the filter press device 30; the mud that has been conditioned and concentrated by the conditioning device 20 enters the filter press device 30 for mud-water separation Operating, and compressing the mud portion in the filter press device 30 to obtain a solid mud cake (also referred to as "remaining soil", the same below), the obtained mud cake has a low moisture content, and the Harmless treatment of contaminated sediment and resource recycling.
  • a solid mud cake also referred to as "remaining soil", the same below
  • the moisture content of the mud cake after dewatering and pressure filtration by the pressure filter device 3064 is less than 35%, and the organic content of the mud cake satisfies the "Evaluation Standard for Soil Environmental Quality of Exhibition Sites (Provisional)" (HJ350) -2007) Class B standard, heavy metal pollutant leaching meets the requirements of the "Hazardous Waste Identification Standard” (GB5085.3-2007).
  • the sedimentation device 10 is used to separate the mud and water from the muddy water mixture produced by separating the contaminated sediment through the garbage separation and the sediment, thereby obtaining a precipitate on the precipitate.
  • the filter press device 30 is a plate and frame filter press.
  • the conditioning device 20 includes:
  • a slurry agitating device 22 configured to receive the slurry conveyed by the sedimentation device 10;
  • a drug conditioning device 24 for storing conditioning conditioning drugs and adding the conditioning and conditioning drugs to the slurry mixing device 22;
  • the mud stirring device 22 uniformly agitates the mud and the conditioning and tempering drug.
  • the mud stirring device 22 is disposed between the sedimentation device 10 and the pressure filter device 30, and the mud and the conditioning agent delivered by the sedimentation device 10 are in the mud stirring device.
  • the mixture is thoroughly stirred and uniformly mixed to decompose, combine, sequester, solidify, passivate, etc. the organic matter, heavy metals and the like in the slurry to obtain a modified mud, which is prepared for the subsequent pressure filtration operation.
  • the medicine adjusting device adds a quantitative conditioning and tempering drug to the slurry stirring device 22 according to the composition of the organic matter and heavy metals in the sludge, so as to achieve the most conditioning and conditioning effect.
  • the river lake flu pollution sediment treatment residual soil regeneration system further includes: [0055] a dredging device 50, wherein the dredging device 50 is placed in the sedimentation device 10 and The slurry in the sedimentation device 10 is delivered to the slurry agitation device 22.
  • the residual soil recycling system can realize the automatic conveying of the mud by providing the dredging device 50, and the mud conveying amount can be adjusted according to the storage amount of the mud in the sedimentation device 10 and the capacity of the mud stirring device 22, for example,
  • a mud level sensor is disposed in the mud agitating device 22, and the dredging device 50 delivers a specified amount of mud to the mud agitating device 22 based on the height value detected by the mud level sensor.
  • the dredging device 50 is a small-sized cutter suction dredger, for example, a model XZY-WNC cutter suction dredger, and the dredger is used to slurry the sedimentation device 10. It is delivered to the slurry agitation device 22.
  • a small-sized cutter suction dredger for example, a model XZY-WNC cutter suction dredger
  • the drug conditioning device 24 includes a storage device 240 for storing a curing agent, and is installed on a discharge port of the storage device 240 and stores the material.
  • the curing agent in the device 240 is delivered to the conveying device 242 in the slurry agitating device 22 and to a dosing device 244 for adjusting the dosage and the type of drug based on the parameters of the slurry in the slurry agitating device 22.
  • the residual soil recycling system adjusts the addition amount of the curing agent according to the parameters of the mud in the slurry stirring device 22 by disposing the storage device 240 and the dosing device 244 in the drug conditioning device 24 The dosage and dosage type are adjusted.
  • the dosing device 244 is provided with at least a first conditioning box 2440 for storing a conditioning agent and a second conditioning box 2442 for storing a heavy metal capturing agent, and is provided with a a solvent tank 2445 in which the conditioning agent and the heavy metal capturing agent are sufficiently dissolved and mixed, and a metering pump 2446 is disposed between the solvent tank 2445 and the mud stirring device 22, according to the dosage and the type of the medicine A drug is added to the slurry agitating device 22.
  • the conditioning agent is a flocculating agent.
  • the stocking device 240 may also be replaced with a curing agent transporter for storing the bulk curing agent.
  • the conveying device 242 is a conveying pipe that communicates between the storage device 240 and the mud stirring device 22, and is provided with a pump body that provides power.
  • the conditioning device 20 further includes:
  • a mud concentrating device 26 the mud concentrating device 26 is connected between the mud stirring device 22 and the pressure filter device 30, and the slurry stirred by the mud stirring device 22 is sent to the mud Concentrated equipment Set and hold in 26 and concentrate;
  • a pumping device 28 is connected between the mud concentrating device 26 and the filter press device 30 to pump the concentrated mud processed by the slurry concentrating device 26 to the filter press device 30.
  • the river lake rushing sediment sludge treatment residual soil regeneration system is configured by the mud concentrating device 26 to calm and concentrate the mud stirred by the mud stirring device 22 to reduce the mud
  • the moisture content is set by pumping device 28 to pump the concentrated mud into the filter press device 30.
  • the number of the pumping devices 28 corresponds to the number of the filter press devices 30, which is at least one. Preferably, the number of pumping devices 28 is four.
  • the mud concentrating device 26 includes a first conditioning chamber 260 that communicates with the mud stirring device 22, and communicates with the bottom of the bottom of the first conditioning chamber 260.
  • a second conditioning chamber 262 having a slurry outlet, a pumping chamber 264 in communication with the slurry outlet and having the pumping device 28 disposed therein.
  • the tempered slurry is allowed to stand and concentrate in the first conditioning chamber 260 through the slurry agitating device 22, and a concentrated mud that sinks at the bottom of the first conditioning chamber 260 is generated, and the concentrated mud is from the first a bottom of a conditioning chamber 260 flows into the second conditioning chamber 262 and is discharged along the slurry outlet to the pumping chamber 264 where the pumping device 28 is transported to the pumping chamber 264 Dewatering and solidification treatment is performed in the filter press device 30.
  • the river and lake flu pollution sediment treatment residual soil regeneration system further includes:
  • the gas recovery and utilization device 60 is in communication with the pressure filtration device 30 and the mud concentration device 26 and is used to dehydrate the concentrated mud slurry by the pressure filtration device 30.
  • the residual high pressure gas generated during the solidification process is introduced into the slurry concentrating device 26.
  • the pressure filter device 30 generates a high-pressure gas during the dehydration and solidification process of the concentrated mud, and the high-pressure gas is introduced into the mud concentrating device 26 by the gas recovery device 60, so as to The mud is tumbling in the mud concentrating device 26 to achieve agitation of the mud, avoiding sedimentation of the mud, and avoiding noise generated by concentrated release of high pressure gas.
  • the peripheral wall of the slurry concentrating device 26 is disposed in the vent hole in different directions.
  • each of the vent holes is disposed on a peripheral wall of the second conditioning chamber 262.
  • the gas recovery device 60 is an exhaust pipe that communicates between each of the filter press devices 30 and the vent hole, and high pressure gas is discharged from the vent hole into the mud concentrating device 26 through the exhaust pipe. And impacting the mud in the mud concentrating device 26, and tumbling under the action of gas floating, not only achieving the agitation of the mud in the mud concentrating device 26, preventing the sedimentation and siltation of the mud, and also avoiding The noise generated by the concentrated release of high pressure gas.
  • the perimeter noise index of the perimeter of the construction river lake and the sediment treatment plant is lower than the four standards of the Urban Area Environmental Noise Standard (GB3096-1993).
  • the river and lake flu pollution sediment treatment residual soil regeneration system further includes
  • a water purification device 70 the residual water purification device 70 is connected to the sedimentation device 10 and used to purify the supernatant generated by the sedimentation device 10 to precipitate the contaminated sediment;
  • the overflow device 72 is connected between the mud concentrating device 26 and the residual water purification device 70 and used to introduce the overflow liquid deposited in the mud concentrating device 26 into the residual water purification device 70.
  • the slurry in the first conditioning chamber 260 is subjected to a standing and concentration process to generate an overflow liquid floating on the surface of the concentrated mud, and the water is disposed in the first conditioning chamber 260.
  • the overflow port flows along the overflow device 72 to the residual water purification device 70 for purification treatment.
  • the residual water purification treatment purifies the supernatant liquid generated by the sedimentation device 10 and the overflow liquid flowing out from the overflow port to realize resource regeneration of the remaining water.
  • the river lake flu pollution sediment treatment residual soil regeneration system further includes: [0077] a pressure filtrate recycling device 80, wherein the pressure filter device 30 is used to The pressure filtrate produced during the dewatering and solidification process of the concentrated mud is sent to the sedimentation device 10, and the ballast recovery device 80 is connected between the pressure filter device 30 and the forming device.
  • the river and lake flu pollution sediment treatment residual soil regeneration system is provided by setting the pressure filtrate recovery device 80 It is used to recover the pressure filtrate produced by the filter press device 30, and discharge the pressure filtrate into the sedimentation device 10. Since the pressure filtrate contains a coagulating material, the mud-water separation of the muddy water mixture in the sedimentation device 10 can be accelerated by mixing the residual coagulating material in the pressure filtrate with the muddy water mixture in the sedimentation device 10, that is, The precipitation of the slurry in the sedimentation device 10 and the rate of precipitation of the supernatant are increased.
  • the river lake flu pollution sediment treatment residual soil regeneration system further includes: [0080] a gas supply device 90 connected to the pressure filter device 30 end and used to The filter press device 30 provides a high pressure gas.
  • the river lake rushing contaminated sediment treatment residual soil regeneration system provides high pressure gas to the pressure filter device 30 by providing the gas supply device 90 to dehydrate the concentrated mud transferred into the pressure filter device 30.
  • the air supply device 90 provides power to the filter press device 30. In other embodiments, the air supply device 90 may be replaced by other power sources, and is not limited thereto.
  • the river and lake pollution sedimentary sludge treatment residual soil regeneration system further includes: [0083] a residual soil utilization module 40, resource-utilizing or reclaiming the renewable residual soil Processed to obtain usable building materials.
  • the reclaimed residual soil is resourced and utilized by the residual soil utilization module 40, for example, directly using the regenerable residual soil, and the compressed mud cake satisfies the “Evaluation Standard for Soil Environmental Quality of Exhibition Lands (Provisional)” (HJ350) -2007) Class B standard, which can be directly used for terrestrial land use, such as venue land, green land, commercial land, and public municipal land; or, the compressed mud cake is used as the main raw material, and dried, crushed, and A series of processes such as high-temperature carbonization produce ceramsite with excellent properties such as low density, light weight, heat insulation, fire resistance and earthquake resistance.
  • HJ350 Evaluation Standard for Soil Environmental Quality of Exhibition Lands
  • ceramsite foam concrete or large-scale riverside green grass base for wetland and landscape greening, or for sponge city stagnant water, water, clean water and permeable paving Install and provide good new lightweight and environmentally friendly materials for environmental engineering and sponge city construction, so as to achieve harmless disposal and resource utilization of sediment.
  • the river and lake flu pollution sediment treatment residual soil regeneration system is configured to utilize the residual soil utilization module 40 to perform resource treatment and direct utilization of the mud cake.
  • the compressed mud cake meets the Class B standard of the “Evaluation Standard for Soil Environmental Quality of Exhibition Sites (Provisional)” (HJ350-2007), and can be directly used for land use, such as venue land, green land, commercial land, and public municipal land. Use soil.
  • the compressed mud cake is used as a main raw material, and a series of processes such as drying, pulverization and high-temperature carbonization are used to prepare ceramsite having excellent properties such as low density, light weight, heat insulation, fire resistance and earthquake resistance.
  • ceramsite foam concrete or large-scale riverside green grass base for wetland and landscape greening, or for sponge city stagnant water, water, clean water and permeable paving Install and provide good new lightweight and environmentally friendly materials for environmental engineering and sponge city construction, so as to achieve harmless disposal and resource utilization of sediment.
  • the river lake gushing contaminated sediment treatment residual soil regeneration system provided by the embodiment of the present invention provides the conditioning device 20 and the pressure filter device 30, and the conditioning modification and the pressure of the conditioning device 20
  • the main technical features of the deep dewatering technology of the filtering device 30 the dredged contaminated bottom mud is removed by the grid machine to remove the floating, garbage, etc., after the large-scale sedimentation and residual sand is discharged through the classified grit sedimentation system, after the garbage separation and the separation of the mud and sand,
  • the muddy water is introduced into the sedimentation device 10, extracted by the dredging device 50 after initial sedimentation and concentration, and transported to the conditioning device 20 through a pipeline, and the material is added and tempered according to requirements during the pumping process.
  • the organic matter is eliminated, the heavy metal is chelated and passivated, the internal microstructure of the mud is changed, and the subsequent dehydration and solidification effect is rapidly improved.
  • the slurry is transferred from the pumping device 28 to the plate and frame filter press device 30 for deep dewatering, and the mud is dehydrated to form a hard plastic mud cake having a water content of not more than 40%, which can be directly used for landscaping, or stacked.
  • a soil body having a certain strength and no muddy is formed for engineering construction.
  • the bottom mud conditioning modification and the deep dewatering technology of the plate and frame filter device 30 can be realized in the river lake urgency sewage sediment treatment residual soil regeneration system provided by the embodiment of the present invention, and the flow can be realized, the automatic operation, the treatment process Environmentally friendly, not affected by the weather, each set of equipment can handle more than 800 cubic meters of underwater natural sediment per day.
  • the number of equipment can be determined according to the needs of the project. The interface is large, the occupied space is small, the treatment efficiency is high, the quality is stable and reliable, the factory operation, no interference to the surrounding environment, suitable for the harmless treatment of urban river and lake dredged sediment.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Mechanical Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Treatment Of Sludge (AREA)

Abstract

A residual soil regeneration processing system for contaminated bottom mud in rivers and lakes, comprising: a sedimentation device (10); a conditioning device (20) communicated with the sedimentation device (10) and used for conditioning and tempering mud to obtain concentrated and conditioned mud; and a pressure filtration device (30). The residual soil regeneration processing system for contaminated bottom mud in rivers and lakes performs concentration, conditioning, and modified-tempering on mud using the conditioning device (20), so as to change the inner microstructure of the mud while quickly improving the dewatering and curing effect of the pressure filtration device (30). The mud conditioned and concentrated by the conditioning device (20) enters the pressure filtration device (30) for a mud-water separation operation, and the mud is condensed by the pressure filtration device (30) to obtain a solid mud cake. The obtained mud cake has low moisture content, and the harmless treatment and resource recycling of contaminated bottom mud are implemented.

Description

河湖泊涌污染底泥处理余土再生系统 技术领域  River lake rushing pollution sediment treatment residual soil regeneration system
[0001] 本发明属于水环境治理技术领域, 尤其涉及一种河湖泊涌污染底泥处理余土再 生系统。  [0001] The present invention belongs to the technical field of water environment treatment, and in particular relates to a system for regenerating a residual soil in a river and lake.
背景技术  Background technique
[0002] 河涌是一种幵放式水域, 一般具有水面窄、 流程长、 沿海与近海河流多具有感 潮特征等特点, 湖泊是一种相对封闭的水域, 具有水面宽、 水深浅、 水流速度 缓、 水体交换慢等特点, 河湖泊涌一般容易受季节雨汛影响。 随着社会经济的 迅猛发展, 城市人口急剧增多, 面向城市河湖泊涌的排污量大幅度增加, 河湖 泊涌成了各种污染物的汇集场所, 使水体污染日趋严重, 水环境状况日益恶化 , 水质变黑发臭、 鱼虾生存环境急剧恶化或无法生存。 河湖泊涌床底底泥受污 染水体长期侵蚀、 多年沉积形成污染底泥且日益加重, 是影响水环境质量的内 在污染源。  [0002] The river is a kind of open water, generally characterized by narrow water surface, long process, and tidal characteristics of coastal and offshore rivers. The lake is a relatively closed water area with wide water surface, shallow water and water flow. The characteristics of slow speed and slow water exchange are generally affected by seasonal rain. With the rapid development of the social economy, the urban population has increased sharply, and the amount of sewage discharged into urban rivers and lakes has increased greatly. Rivers and lakes have become a gathering place for various pollutants, causing serious pollution of water bodies and deteriorating water environment. The water quality has become black and stinky, and the living environment of fish and shrimp has deteriorated drastically or cannot survive. The bottom sediment of the river and lake bed is polluted by the long-term erosion of the contaminated water body, and the sedimentation of the sediment is formed for many years, which is an intrinsic pollution source that affects the quality of the water environment.
[0003] 在河湖泊涌水环境治理的过程中, 业内逐渐形成需要截断外污染源、 清除内污 染源、 水质净化、 生态恢复四个步骤的共识。 其中, 内污染源就是污染底泥, 由于污染底泥成分复杂、 含水率高, 目前, 国内的底泥处理工艺均为自然或机 械脱水、 材料固化等, 例如, 一种是自然放置, 即将底泥存放于低洼地带进行 自然滤水和干化; 另一种是机械脱水, 底泥经材料调理后, 利用机械设备进行 脱水减量, 然后运输到指定的收纳场所; 又一种是材料固化, 利用稳定剂、 固 化剂等材料添加到污染底泥中, 采用各种搅拌设备拌合均匀、 堆放养护, 养护 完成后运输到指定场所; 再一种是机械脱水固化, 在机械脱水前的调理过程中 , 也同吋添加固化材料, 在脱水减量的过程中同步实现稳定固化。 然而, 经脱 水固化后的底泥只能用于堆放和填埋, 一方面是底泥量大则需要大量空间用来 堆放和填埋, 另一方面无法实现对底泥中泥土的再生利用。 因此, 如何实现污 染底泥处理过程中余土的再生已成为业内亟待解决的技术问题。  [0003] In the process of water and river environment control in rivers and lakes, the industry has gradually formed a consensus that it needs to cut off external pollution sources, remove internal pollution sources, water purification, and ecological restoration. Among them, the internal pollution source is the contaminated sediment. Due to the complex composition of the contaminated sediment and high water content, at present, the domestic sediment treatment process is natural or mechanical dehydration, material solidification, etc., for example, one is naturally placed, and the sediment is about to be sedimented. Stored in a low-lying area for natural water filtration and drying; the other is mechanical dewatering. After the material is conditioned, the sediment is dewatered and reduced by mechanical equipment, and then transported to a designated storage place. Stabilizers, curing agents and other materials are added to the contaminated sediment, mixed with various mixing equipment, stacked and maintained, and transported to the designated place after curing; the other is mechanical dewatering and solidification, during the conditioning process before mechanical dewatering Also, the solidified material is added at the same time, and stable solidification is simultaneously achieved in the process of dehydration reduction. However, the sediment after dewatering and solidification can only be used for stacking and landfilling. On the one hand, a large amount of sediment requires a large amount of space for stacking and landfilling, and on the other hand, it is impossible to regenerate the soil in the sediment. Therefore, how to realize the regeneration of residual soil during the treatment of contaminated sediment has become a technical problem to be solved in the industry.
技术问题 [0004] 本发明的目的在于提供一种河湖泊涌污染底泥处理余土再生系统, 旨在解决如 何对污染底泥处理过程中产生的余土再生的技术问题。 technical problem [0004] The object of the present invention is to provide a river and lake flu pollution sediment treatment residual soil regeneration system, aiming at solving the technical problem of how to regenerate the residual soil generated during the treatment of contaminated sediment.
问题的解决方案  Problem solution
技术解决方案  Technical solution
[0005] 本发明是这样实现的, 一种河湖泊涌污染底泥处理余土再生系统, 包括: [0006] 沉淀装置, 用于对经垃圾分选和泥沙分离后的污染底泥进行沉淀和净化处理以 得到泥浆;  [0005] The present invention is achieved in this way, a river and lake flu pollution sediment treatment residual soil regeneration system, comprising: [0006] a sedimentation device for precipitating contaminated sediment after garbage separation and sediment separation And purifying treatment to obtain mud;
[0007] 调理装置, 与所述沉淀装置连通并用于对所述泥浆进行调理调质处理以得到浓 缩调理泥浆;  [0007] a conditioning device, in communication with the precipitation device, and used to perform conditioning and tempering treatment on the slurry to obtain a concentrated conditioning slurry;
[0008] 压滤装置, 用于对所述浓缩调理泥浆进行脱水固化以得到可再生余土。  [0008] A filter press device for dehydrating and solidifying the concentrated conditioning mud to obtain a regenerable residue.
[0009] 进一步地, 所述调理装置包括: [0009] Further, the conditioning device includes:
[0010] 泥浆搅拌装置, 用于接收所述沉淀装置输送的所述泥浆;  [0010] a mud stirring device, configured to receive the slurry conveyed by the sedimentation device;
[0011] 药物调理装置, 用于存放调理调质药物并将所述调理调质药物添加至所述泥浆 搅拌装置内;  [0011] a drug conditioning device for storing conditioning conditioning drugs and adding the conditioning and conditioning drugs to the slurry mixing device;
[0012] 其中, 所述泥浆搅拌装置对所述泥浆和所述调理调质药物进行均匀搅拌。  [0012] wherein the mud stirring device uniformly agitates the mud and the conditioning and tempering drug.
[0013] 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括:  [0013] Further, the river lake urgency sewage sediment treatment residual soil regeneration system further includes:
[0014] 挖泥装置, 所述挖泥装置放置于所述沉淀装置内并将所述沉淀装置内的泥浆输 送至所述泥浆搅拌装置中。  [0014] A dredging device, the dredging device is placed in the sedimentation device and the slurry in the sedimentation device is delivered to the slurry agitation device.
[0015] 进一步地, 所述药物调理装置包括用于存放固化剂的储料装置、 安装于所述储 料装置的出料口上并将所述储料装置内的所述固化剂输送至所述泥浆搅拌装置 内的输送装置以及用于根据所述泥浆搅拌装置内所述泥浆的参数调整加药剂量 和药物种类的加药装置。 [0015] Further, the drug conditioning device includes a storage device for storing a curing agent, is mounted on a discharge port of the storage device, and delivers the curing agent in the storage device to the A conveying device in the slurry agitating device and a dosing device for adjusting the dosage and the type of the drug according to the parameters of the slurry in the slurry agitating device.
[0016] 进一步地, 所述调理装置还包括: [0016] Further, the conditioning device further includes:
[0017] 泥浆浓缩装置, 所述泥浆浓缩装置连接于所述泥浆搅拌装置与所述压滤装置之 间, 经所述泥浆搅拌装置搅拌后的所述泥浆输送至所述泥浆浓缩装置中进行静 置和浓缩;  [0017] a mud concentrating device, the mud concentrating device is connected between the mud stirring device and the pressure filtering device, and the slurry stirred by the mud stirring device is sent to the mud concentrating device for static Set and concentrate;
[0018] 泵送装置, 连接于所述泥浆浓缩装置与所述压滤装置之间以将经所述泥浆浓缩 装置浓缩处理的浓缩泥浆泵送至所述压滤装置中。 [0019] 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0018] a pumping device is connected between the mud concentrating device and the filter press device to pump the concentrated mud condensed by the mud concentrating device into the filter press device. [0019] Further, the river and lake flu pollution sediment treatment residual soil regeneration system further includes:
[0020] 气体回收利用装置, 所述气体回收利用装置连通于所述压滤装置与所述泥浆浓 缩装置之间并用于将所述压滤装置在对所述浓缩泥浆进行脱水固化过程中产生 的残余高压气体导入所述泥浆浓缩装置中。  [0020] a gas recovery utilization device, the gas recovery utilization device is connected between the pressure filtration device and the mud concentration device and used to generate the pressure filtration device during dehydration and solidification of the concentrated mud slurry Residual high pressure gas is introduced into the mud concentrating device.
[0021] 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括 [0021] Further, the river and lake flu pollution sediment treatment residual soil regeneration system further includes
[0022] 余水净化装置, 所述余水净化装置连通所述沉淀装置并用于对所述沉淀装置对 所述污染底泥进行沉淀产生的上清液进行净化处理; [0022] a residual water purification device, wherein the residual water purification device is connected to the sedimentation device and is used for purifying a supernatant generated by sedimentation of the contaminated sediment by the sedimentation device;
[0023] 溢流装置, 连通所述泥浆浓缩装置与所述余水净化装置之间并用于将所述泥浆 浓缩装置中析出的溢流液导入所述余水净化装置内。 [0023] The overflow device is connected between the mud concentrating device and the residual water purifying device and is configured to introduce the overflow liquid deposited in the mud concentrating device into the residual water purifying device.
[0024] 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0024] Further, the river lake urgency pollution sediment treatment residual soil regeneration system further includes:
[0025] 压滤液回收利用装置, 用于将所述压滤装置在对所述浓缩泥浆进行脱水固化过 程中产生的压滤液输送至所述沉淀装置中, 所述压滤液回收利用装置连通于所 述压滤装置与所述成装置之间。 [0025] a pressure filtrate recycling device for conveying the pressure filtrate generated in the process of dehydrating and solidifying the concentrated mud slurry to the sedimentation device, wherein the pressure filtrate recovery device is connected to the Between the filter press device and the forming device.
[0026] 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0026] Further, the river and lake flu pollution sediment treatment residual soil regeneration system further includes:
[0027] 供气装置, 连接于所述压滤装置一端并用于对所述压滤装置提供高压气体。 [0027] A gas supply device is coupled to one end of the filter press device and configured to supply high pressure gas to the filter press device.
[0028] 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0028] Further, the river lake urgency sewage sediment treatment residual soil regeneration system further includes:
[0029] 余土利用模块, 将所述可再生余土进行资源化利用或者进行资源化处理以得到 可利用建筑材料。 [0029] The residual soil utilization module uses the renewable residual soil for resource utilization or resource treatment to obtain usable building materials.
发明的有益效果  Advantageous effects of the invention
有益效果  Beneficial effect
[0030] 本发明相对于现有技术的技术效果是: 该河湖泊涌污染底泥处理余土再生系统 利用所述调理装置对所述沉淀装置产生的所述泥浆进行浓缩调理、 改性调质, 以改变所述泥浆的内部微观结构, 对所述泥浆中的有机质、 重金属等污染成分 进行分解、 化合、 螯合、 固结、 钝化等, 同吋快速提升所述压滤装置脱水固化 的效果; 经所述调理装置调理、 浓缩后的所述泥浆进入所述压滤装置进行泥水 分离操作, 并在所述压滤装置对泥部分进行压缩以得到呈固态的泥饼 (又称 "余 土", 下同) , 所得到的所述泥饼的含水率低, 实现了所述污染底泥的无害化处 理和资源再生利用。 对附图的简要说明 [0030] The technical effect of the present invention relative to the prior art is: the river and lake pollution sludge treatment residual soil regeneration system uses the conditioning device to concentrate the conditioning, modification and tempering of the mud produced by the sedimentation device In order to change the internal microstructure of the mud, decompose, combine, chelate, consolidate, passivate, etc. the organic matter, heavy metals and the like in the mud, and simultaneously improve the dehydration and solidification of the filter press device. Effect: the mud conditioned and concentrated by the conditioning device enters the pressure filtration device to perform a mud-water separation operation, and the mud portion of the pressure filter device is compressed to obtain a solid mud cake (also referred to as "remaining" Soil ", the same below), the obtained mud cake has a low water content, and the harmless treatment and resource recycling of the contaminated sediment are realized. Brief description of the drawing
附图说明  DRAWINGS
[0031] 为了更清楚地说明本发明实施例的技术方案, 下面将对本发明实施例或现有技 术描述中所需要使用的附图作简单地介绍, 显而易见地, 下面所描述的附图仅 仅是本发明的一些实施例, 对于本领域普通技术人员来讲, 在不付出创造性劳 动的前提下, 还可以根据这些附图获得其他的附图。  [0031] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the embodiments of the present invention or the description of the prior art will be briefly described below. Obviously, the drawings described below are merely Some embodiments of the present invention may also be used to obtain other drawings based on these drawings without departing from the prior art.
[0032] 图 1是本发明实施例提供河湖泊涌污染底泥处理余土再生系统的总体框架图; 1 is a general frame diagram of a reclaimed system for treating residual soil in a river and a river;
[0033] 图 2是图 1中河药物调理装置的具体框架图; 2 is a detailed frame diagram of the river drug conditioning device of FIG. 1;
[0034] 图 3是图 1中泥浆浓缩装置的具体框架图。  3 is a detailed frame view of the mud concentrating device of FIG. 1.
[0035] 附图标记说明:  DESCRIPTION OF REFERENCE NUMERALS
[] [表 1]  [] [Table 1]
Figure imgf000006_0001
本发明的实施方式 [0036] 下面详细描述本发明的实施例, 所述实施例的示例在附图中示出, 其中自始至 终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。 下 面通过参考附图描述的实施例是示例性的, 旨在用于解释本发明, 而不能理解 为对本发明的限制。
Figure imgf000006_0001
Embodiments of the invention The embodiments of the present invention are described in detail below, and the examples of the embodiments are illustrated in the drawings, wherein the same or similar reference numerals are used to refer to the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the drawings are intended to be illustrative of the invention and are not to be construed as limiting.
[0037] 在本发明的描述中, 需要理解的是, 术语"长度"、 "宽度"、 "上"、 "下"、 "前" 、 "后"、 "左"、 "右"、 "竖直"、 "水平"、 "顶"、 "底 ""内"、 "外"等指示的方位或 位置关系为基于附图所示的方位或位置关系, 仅是为了便于描述本发明和简化 描述, 而不是指示或暗示所指的装置或元件必须具有特定的方位、 以特定的方 位构造和操作, 因此不能理解为对本发明的限制。  [0037] In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "back", "left", "right", "vertical" The orientation or positional relationship of the indications of "directly", "horizontal", "top", "bottom", "inside", "outside", etc. is based on the orientation or positional relationship shown in the drawings, for convenience of description of the present invention and simplified description. It is not intended to be a limitation or limitation of the invention.
[0038] 此外, 术语"第一"、 "第二 "仅用于描述目的, 而不能理解为指示或暗示相对重 要性或者隐含指明所指示的技术特征的数量。 由此, 限定有 "第一"、 "第二 "的特 征可以明示或者隐含地包括一个或者更多个该特征。 在本发明的描述中, "多个" 的含义是两个或两个以上, 除非另有明确具体的限定。  In addition, the terms "first" and "second" are used for descriptive purposes only, and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, features defining "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present invention, the meaning of "plurality" is two or more, unless specifically defined otherwise.
[0039] 在本发明中, 除非另有明确的规定和限定, 术语"安装"、 "相连"、 "连接"、 "固 定"等术语应做广义理解, 例如, 可以是固定连接, 也可以是可拆卸连接, 或成 一体; 可以是机械连接, 也可以是电连接; 可以是直接相连, 也可以通过中间 媒介间接相连, 可以是两个元件内部的连通或两个元件的相互作用关系。 对于 本领域的普通技术人员而言, 可以根据具体情况理解上述术语在本发明中的具 体含义。  [0039] In the present invention, the terms "installation", "connected", "connected", "fixed" and the like should be understood broadly, and may be, for example, a fixed connection or a Removable connection, or integrated; can be mechanical connection or electrical connection; it can be directly connected or indirectly connected through an intermediate medium, which can be the internal connection of two elements or the interaction of two elements. The meaning of the above terms in the present invention can be understood by those skilled in the art on a case-by-case basis.
[0040] 为了使本发明的目的、 技术方案及优点更加清楚明白, 以下结合附图及实施例 [0040] In order to make the objects, technical solutions and advantages of the present invention more clear, the following is in conjunction with the accompanying drawings and embodiments.
, 对本发明进行进一步详细说明。 The present invention will be further described in detail.
[0041] 请参照图 1至图 3, 本发明实施例提供的河湖泊涌污染底泥处理余土再生系统包 括: [0041] Referring to FIG. 1 to FIG. 3, the system for regenerating the residual soil of the river and lake pollution sediments provided by the embodiment of the present invention includes:
[0042] 沉淀装置 10, 用于对经垃圾分选和泥沙分离后的污染底泥进行沉淀和净化处理 以得到泥浆;  [0042] The precipitating device 10 is configured to perform sedimentation and purification treatment on the contaminated sediment separated by garbage sorting and sediment to obtain mud;
[0043] 调理装置 20, 与所述沉淀装置 10连通并用于对所述泥浆进行调理调质处理以得 到浓缩调理泥浆;  [0043] The conditioning device 20 is in communication with the sedimentation device 10 and is used for conditioning and quenching the slurry to obtain a concentrated conditioning mud;
[0044] 压滤装置 30, 用于对所述浓缩调理泥浆进行脱水固化以得到可再生余土。 [0045] 本发明实施例提供的河湖泊涌污染底泥处理余土再生系统利用所述调理装置 20 对所述沉淀装置 10产生的所述泥浆进行浓缩调理、 改性调质, 以改变所述泥浆 的内部微观结构, 对所述泥浆中的有机质、 重金属等污染成分进行分解、 化合[0044] The filter press device 30 is configured to dehydrate and solidify the concentrated conditioning slurry to obtain a regenerable residual soil. [0045] The river lake rushing sewage sediment treatment residual soil regeneration system provided by the embodiment of the present invention uses the conditioning device 20 to concentrate, condition, modify and temper the mud generated by the sedimentation device 10 to change the The internal microstructure of the mud decomposes and combines the pollutants such as organic matter and heavy metals in the mud.
、 螯合、 固结、 钝化等, 同吋快速提升所述压滤装置 30脱水固化的效果; 经所 述调理装置 20调理、 浓缩后的所述泥浆进入所述压滤装置 30进行泥水分离操作 , 并在所述压滤装置 30对泥部分进行压缩以得到呈固态的泥饼 (又称 "余土", 下 同) , 所得到的所述泥饼的含水率低, 实现了所述污染底泥的无害化处理和资 源再生利用。 , sequestering, consolidation, passivation, etc., simultaneously improving the dewatering and solidification effect of the filter press device 30; the mud that has been conditioned and concentrated by the conditioning device 20 enters the filter press device 30 for mud-water separation Operating, and compressing the mud portion in the filter press device 30 to obtain a solid mud cake (also referred to as "remaining soil", the same below), the obtained mud cake has a low moisture content, and the Harmless treatment of contaminated sediment and resource recycling.
[0046] 在该实施例中, 经所述压滤装置 3064脱水压滤后的泥饼的含水率小于 35%, 泥 饼有机物含量满足 《展览会用地土壤环境质量评价标准 (暂行) 》 (HJ350-2007) B类标准, 重金属污染物浸出满足 《危险废物鉴别标准》 (GB5085.3-2007) 要 求。  [0046] In this embodiment, the moisture content of the mud cake after dewatering and pressure filtration by the pressure filter device 3064 is less than 35%, and the organic content of the mud cake satisfies the "Evaluation Standard for Soil Environmental Quality of Exhibition Sites (Provisional)" (HJ350) -2007) Class B standard, heavy metal pollutant leaching meets the requirements of the "Hazardous Waste Identification Standard" (GB5085.3-2007).
[0047] 在该实施例中, 利用所述沉淀装置 10以将污染底泥经垃圾分选和泥沙分离后产 生的所述泥水混合物进行泥和水的分离处理, 即得到沉淀于所述沉淀装置 10底 部的泥浆和浮于所述泥浆表面的上清液。 在该实施例中, 所述压滤装置 30为板 框式压滤机。  [0047] In this embodiment, the sedimentation device 10 is used to separate the mud and water from the muddy water mixture produced by separating the contaminated sediment through the garbage separation and the sediment, thereby obtaining a precipitate on the precipitate. The mud at the bottom of the device 10 and the supernatant floating on the surface of the mud. In this embodiment, the filter press device 30 is a plate and frame filter press.
[0048] 请参照图 1至图 3, 进一步地, 所述调理装置 20包括:  [0048] Referring to FIG. 1 to FIG. 3, further, the conditioning device 20 includes:
[0049] 泥浆搅拌装置 22, 用于接收所述沉淀装置 10输送的所述泥浆; [0049] a slurry agitating device 22, configured to receive the slurry conveyed by the sedimentation device 10;
[0050] 药物调理装置 24, 用于存放调理调质药物并将所述调理调质药物添加至所述泥 浆搅拌装置 22内; [0050] a drug conditioning device 24, for storing conditioning conditioning drugs and adding the conditioning and conditioning drugs to the slurry mixing device 22;
[0051] 其中, 所述泥浆搅拌装置 22对所述泥浆和所述调理调质药物进行均匀搅拌。  [0051] wherein the mud stirring device 22 uniformly agitates the mud and the conditioning and tempering drug.
[0052] 所述泥浆搅拌装置 22设置于所述沉淀装置 10与所述压滤装置 30之间, 且所述沉 淀装置 10输送的所述泥浆和所述调理调质药物在所述泥浆搅拌装置 22中充分搅 拌、 混合均匀, 以将所述泥浆中有机质、 重金属等污染成分进行分解、 化合、 螯合、 固结、 钝化等, 得到改性处理的泥浆, 为后续压滤作业做准备。 [0052] The mud stirring device 22 is disposed between the sedimentation device 10 and the pressure filter device 30, and the mud and the conditioning agent delivered by the sedimentation device 10 are in the mud stirring device. In 22, the mixture is thoroughly stirred and uniformly mixed to decompose, combine, sequester, solidify, passivate, etc. the organic matter, heavy metals and the like in the slurry to obtain a modified mud, which is prepared for the subsequent pressure filtration operation.
[0053] 在该实施例中, 所述药物调整装置根据所述淤泥中有机质、 重金属的成分组成 向所述泥浆搅拌装置 22内添加定量的调理调质药物, 以使调理调质效果达到最 [0054] 请参照图 1, 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0055] 挖泥装置 50, 所述挖泥装置 50放置于所述沉淀装置 10内并将所述沉淀装置 10内 的泥浆输送至所述泥浆搅拌装置 22中。 该余土再生利用系统通过设置所述挖泥 装置 50以实现泥浆的自动输送, 可以根据所述沉淀装置 10内泥浆的储量以及所 述泥浆搅拌装置 22的容量调整泥浆输送量, 例如, 在所述泥浆搅拌装置 22内设 置泥浆高度传感器, 根据该泥浆高度传感器所检测的高度值, 所述挖泥装置 50 向所述泥浆搅拌装置 22输送指定量的泥浆。 [0053] In this embodiment, the medicine adjusting device adds a quantitative conditioning and tempering drug to the slurry stirring device 22 according to the composition of the organic matter and heavy metals in the sludge, so as to achieve the most conditioning and conditioning effect. [0054] Please refer to FIG. 1 , further, the river lake flu pollution sediment treatment residual soil regeneration system further includes: [0055] a dredging device 50, wherein the dredging device 50 is placed in the sedimentation device 10 and The slurry in the sedimentation device 10 is delivered to the slurry agitation device 22. The residual soil recycling system can realize the automatic conveying of the mud by providing the dredging device 50, and the mud conveying amount can be adjusted according to the storage amount of the mud in the sedimentation device 10 and the capacity of the mud stirring device 22, for example, A mud level sensor is disposed in the mud agitating device 22, and the dredging device 50 delivers a specified amount of mud to the mud agitating device 22 based on the height value detected by the mud level sensor.
[0056] 优选地, 所述挖泥装置 50为小型绞吸式挖泥船, 例如, 型号为 XZY-WNC绞吸 式挖泥船, 所述挖泥船用于将所述沉淀装置 10内的泥浆输送至所述泥浆搅拌装 置 22中。 [0056] Preferably, the dredging device 50 is a small-sized cutter suction dredger, for example, a model XZY-WNC cutter suction dredger, and the dredger is used to slurry the sedimentation device 10. It is delivered to the slurry agitation device 22.
[0057] 请参照图 1至图 3, 进一步地, 所述药物调理装置 24包括用于存放固化剂的储料 装置 240、 安装于所述储料装置 240的出料口上并将所述储料装置 240内的所述固 化剂输送至所述泥浆搅拌装置 22内的输送装置 242以及用于根据所述泥浆搅拌装 置 22内所述泥浆的参数调整加药剂量和药物种类的加药装置 244。 该余土再生利 用系统通过在所述药物调理装置 24内设置所述储料装置 240和加药装置 244, 以 根据所述泥浆搅拌装置 22内泥浆的参数, 调整所述固化剂的添加量或者调整所 述加药剂量和加药种类。  [0057] Referring to FIG. 1 to FIG. 3, further, the drug conditioning device 24 includes a storage device 240 for storing a curing agent, and is installed on a discharge port of the storage device 240 and stores the material. The curing agent in the device 240 is delivered to the conveying device 242 in the slurry agitating device 22 and to a dosing device 244 for adjusting the dosage and the type of drug based on the parameters of the slurry in the slurry agitating device 22. The residual soil recycling system adjusts the addition amount of the curing agent according to the parameters of the mud in the slurry stirring device 22 by disposing the storage device 240 and the dosing device 244 in the drug conditioning device 24 The dosage and dosage type are adjusted.
[0058] 请参照图 2, 在该实施例中, 所述加药装置 244内至少设有存放调理剂的第一调 理箱 2440和存放重金属捕捉剂的第二调理箱 2442, 并设有将所述调理剂和所述 重金属捕捉剂充分溶解和混合的溶药箱 2445, 在所述溶药箱 2445与所述泥浆搅 拌装置 22之间设置计量泵 2446, 以根据所述加药剂量和药物种类向所述泥浆搅 拌装置 22内添加药物。 优选地, 所述调理剂为絮凝剂。  [0058] Please refer to FIG. 2, in this embodiment, the dosing device 244 is provided with at least a first conditioning box 2440 for storing a conditioning agent and a second conditioning box 2442 for storing a heavy metal capturing agent, and is provided with a a solvent tank 2445 in which the conditioning agent and the heavy metal capturing agent are sufficiently dissolved and mixed, and a metering pump 2446 is disposed between the solvent tank 2445 and the mud stirring device 22, according to the dosage and the type of the medicine A drug is added to the slurry agitating device 22. Preferably, the conditioning agent is a flocculating agent.
[0059] 在其他实施例中, 所述储料装置 240也可以用固化剂运输车替代, 用于储放散 装固化剂。 在该实施例汇总, 所述输送装置 242为连通于所述储料装置 240与所 述泥浆搅拌装置 22之间的输送管道, 并且内设有提供动力的泵体。  [0059] In other embodiments, the stocking device 240 may also be replaced with a curing agent transporter for storing the bulk curing agent. In this embodiment, the conveying device 242 is a conveying pipe that communicates between the storage device 240 and the mud stirring device 22, and is provided with a pump body that provides power.
[0060] 请参照图 1至图 3, 进一步地, 所述调理装置 20还包括:  [0060] Please refer to FIG. 1 to FIG. 3, further, the conditioning device 20 further includes:
[0061] 泥浆浓缩装置 26, 所述泥浆浓缩装置 26连接于所述泥浆搅拌装置 22与所述压滤 装置 30之间, 经所述泥浆搅拌装置 22搅拌后的所述泥浆输送至所述泥浆浓缩装 置 26中进行静置和浓缩; [0061] a mud concentrating device 26, the mud concentrating device 26 is connected between the mud stirring device 22 and the pressure filter device 30, and the slurry stirred by the mud stirring device 22 is sent to the mud Concentrated equipment Set and hold in 26 and concentrate;
[0062] 泵送装置 28, 连接于所述泥浆浓缩装置 26与所述压滤装置 30之间以将经所述泥 浆浓缩装置 26浓缩处理的浓缩泥浆泵送至所述压滤装置 30中。  [0062] A pumping device 28 is connected between the mud concentrating device 26 and the filter press device 30 to pump the concentrated mud processed by the slurry concentrating device 26 to the filter press device 30.
[0063] 该河湖泊涌污染底泥处理余土再生系统通过设置所述泥浆浓缩装置 26以将经所 述泥浆搅拌装置 22搅拌后的所述泥浆进行静置和浓缩, 以降低所述泥浆的含水 率, 并通过设置所述泵送装置 28以将所述浓缩泥浆泵送至所述压滤装置 30中。  [0063] The river lake rushing sediment sludge treatment residual soil regeneration system is configured by the mud concentrating device 26 to calm and concentrate the mud stirred by the mud stirring device 22 to reduce the mud The moisture content is set by pumping device 28 to pump the concentrated mud into the filter press device 30.
[0064] 在该实施例中, 所述泵送装置 28的数量与所述压滤装置 30的数量相对应, 为至 少一台。 优选地, 所述泵送装置 28的数量为 4台。  [0064] In this embodiment, the number of the pumping devices 28 corresponds to the number of the filter press devices 30, which is at least one. Preferably, the number of pumping devices 28 is four.
[0065] 请参照图 3, 在该实施例中, 所述泥浆浓缩装置 26包括连通所述泥浆搅拌装置 2 2的第一调理室 260、 与所述第一调理室 260底的底部相连通并具有出浆口的第二 调理室 262、 与所述出浆口连通并放置有所述泵送装置 28的泵送室 264。 经所述 泥浆搅拌装置 22调理调质后的泥浆在所述第一调理室 260内静置和浓缩, 并产生 沉于所述第一调理室 260底部的浓缩泥浆, 该浓缩泥浆自所述第一调理室 260底 部流动至所述第二调理室 262内, 并沿所述出浆口排出至所述泵送室 264, 在所 述泵送室 264内径所述泵送装置 28输送至所述压滤装置 30中进行脱水固化处理。  Referring to FIG. 3, in the embodiment, the mud concentrating device 26 includes a first conditioning chamber 260 that communicates with the mud stirring device 22, and communicates with the bottom of the bottom of the first conditioning chamber 260. A second conditioning chamber 262 having a slurry outlet, a pumping chamber 264 in communication with the slurry outlet and having the pumping device 28 disposed therein. The tempered slurry is allowed to stand and concentrate in the first conditioning chamber 260 through the slurry agitating device 22, and a concentrated mud that sinks at the bottom of the first conditioning chamber 260 is generated, and the concentrated mud is from the first a bottom of a conditioning chamber 260 flows into the second conditioning chamber 262 and is discharged along the slurry outlet to the pumping chamber 264 where the pumping device 28 is transported to the pumping chamber 264 Dewatering and solidification treatment is performed in the filter press device 30.
[0066] 请参照图 1, 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0066] Please refer to FIG. 1, further, the river and lake flu pollution sediment treatment residual soil regeneration system further includes:
[0067] 气体回收利用装置 60, 所述气体回收利用装置 60连通于所述压滤装置 30与所述 泥浆浓缩装置 26之间并用于将所述压滤装置 30在对所述浓缩泥浆进行脱水固化 过程中产生的残余高压气体导入所述泥浆浓缩装置 26中。 a gas recovery and utilization device 60, the gas recovery and utilization device 60 is in communication with the pressure filtration device 30 and the mud concentration device 26 and is used to dehydrate the concentrated mud slurry by the pressure filtration device 30. The residual high pressure gas generated during the solidification process is introduced into the slurry concentrating device 26.
[0068] 所述压滤装置 30在对所述浓缩泥浆进行脱水固化过程中会产生高压气体, 利用 所述气体回收利用装置 60将所述高压气体导入所述泥浆浓缩装置 26内, 以使所 述泥浆在所述泥浆浓缩装置 26内翻滚, 实现对所述泥浆的搅拌, 避免所述泥浆 沉淀淤积, 也避免了高压气体的集中释放产生的噪音。  [0068] The pressure filter device 30 generates a high-pressure gas during the dehydration and solidification process of the concentrated mud, and the high-pressure gas is introduced into the mud concentrating device 26 by the gas recovery device 60, so as to The mud is tumbling in the mud concentrating device 26 to achieve agitation of the mud, avoiding sedimentation of the mud, and avoiding noise generated by concentrated release of high pressure gas.
[0069] 利用所述气体回收利用装置 60将所述压滤装置 30在脱水固化过程中产生的残余 高压气体导入所述调理装置 20中, 以加速所述调理装置 20内所述泥浆扰动、 药 剂拌匀和防止泥浆沉淀, 促进底泥中各有机、 无机污染物、 重金属、 大肠杆菌 等有毒细菌等污染物等通过分解、 化合、 螯合、 钝化一系列物理、 化学、 生化 等反应, 最终实现底泥中有机污染物、 有毒细菌等得到有效消减或灭杀, 重金 属污染物通过化合反应转化到无害化合物或通过螯合、 钝化作用使游离态重金 属污染物被有效固化到所述压力装置产出的泥饼微粒中, 使泥饼 (余土) 污染 物浸出满足 《危险废物鉴别标准》 (GB5085.3-2007) 要求。 [0069] introducing the residual high pressure gas generated by the pressure filtration device 30 during the dehydration and solidification process into the conditioning device 20 by the gas recovery and utilization device 60 to accelerate the mud disturbance, the medicament in the conditioning device 20 Mix well and prevent mud sedimentation, promote various inorganic, inorganic pollutants, heavy metals, Escherichia coli and other toxic bacteria and other pollutants in the sediment through decomposition, compounding, chelation, passivation, a series of physical, chemical, biochemical reactions, and finally Realize the effective reduction or killing of organic pollutants and toxic bacteria in the sediment, heavy gold The pollutants are converted into harmless compounds through the compounding reaction or the free heavy metal pollutants are effectively solidified into the mud cake particles produced by the pressure device by chelation and passivation, so that the mud cake (the residual soil) is leached. Meet the requirements of the "Hazardous Waste Identification Standards" (GB5085.3-2007).
[0070] 在该实施例中, 所述泥浆浓缩装置 26的周壁上沿不同方向设置于有通气孔优选 地, 各所述通气孔设置于所述第二调理室 262的周壁上。 所述气体回收利用装置 60为连通各所述压滤装置 30与所述通气孔之间的排气管道, 高压气体经所述排 气管道从所述通气孔排出至所述泥浆浓缩装置 26内, 并对所述泥浆浓缩装置 26 内的泥浆产生冲击作用, 并在气体上浮作用下发生翻滚, 不仅实现对所述泥浆 浓缩装置 26内泥浆的搅拌, 防止所述泥浆的沉淀淤积, 也避免了高压气体的集 中释放产生的噪音。 In this embodiment, the peripheral wall of the slurry concentrating device 26 is disposed in the vent hole in different directions. Preferably, each of the vent holes is disposed on a peripheral wall of the second conditioning chamber 262. The gas recovery device 60 is an exhaust pipe that communicates between each of the filter press devices 30 and the vent hole, and high pressure gas is discharged from the vent hole into the mud concentrating device 26 through the exhaust pipe. And impacting the mud in the mud concentrating device 26, and tumbling under the action of gas floating, not only achieving the agitation of the mud in the mud concentrating device 26, preventing the sedimentation and siltation of the mud, and also avoiding The noise generated by the concentrated release of high pressure gas.
[0071] 在该实施例中, 通过设置气体回收利用装置 60, 使得施工河湖泊涌周界、 底泥 处理厂周界噪声指标低于 《城市区域环境噪声标准》 (GB3096-1993) 四类标准  [0071] In this embodiment, by setting the gas recovery and utilization device 60, the perimeter noise index of the perimeter of the construction river lake and the sediment treatment plant is lower than the four standards of the Urban Area Environmental Noise Standard (GB3096-1993).
[0072] 请参照图 1, 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括 [0072] Please refer to FIG. 1, further, the river and lake flu pollution sediment treatment residual soil regeneration system further includes
[0073] 余水净化装置 70, 所述余水净化装置 70连通所述沉淀装置 10并用于对所述沉淀 装置 10对所述污染底泥进行沉淀产生的上清液进行净化处理;  [0073] a water purification device 70, the residual water purification device 70 is connected to the sedimentation device 10 and used to purify the supernatant generated by the sedimentation device 10 to precipitate the contaminated sediment;
[0074] 溢流装置 72, 连通所述泥浆浓缩装置 26与所述余水净化装置 70之间并用于将所 述泥浆浓缩装置 26中析出的溢流液导入所述余水净化装置 70内。  The overflow device 72 is connected between the mud concentrating device 26 and the residual water purification device 70 and used to introduce the overflow liquid deposited in the mud concentrating device 26 into the residual water purification device 70.
[0075] 在该实施例中, 所述第一调理室 260内的泥浆经静置和浓缩处理, 产生浮于所 述浓缩泥浆表面的溢流液, 水经设置于所述第一调理室 260的溢流口沿溢流装置 72流至所述余水净化装置 70内进行净化处理。 所述余水净化处理对所述沉淀装 置 10产生的上清液和从所述溢流口流出的溢流液进行净化处理, 实现余水的资 源再生。  [0075] In this embodiment, the slurry in the first conditioning chamber 260 is subjected to a standing and concentration process to generate an overflow liquid floating on the surface of the concentrated mud, and the water is disposed in the first conditioning chamber 260. The overflow port flows along the overflow device 72 to the residual water purification device 70 for purification treatment. The residual water purification treatment purifies the supernatant liquid generated by the sedimentation device 10 and the overflow liquid flowing out from the overflow port to realize resource regeneration of the remaining water.
[0076] 请参照图 1, 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0077] 压滤液回收利用装置 80, 用于将所述压滤装置 30在对所述浓缩泥浆进行脱水固 化过程中产生的压滤液输送至所述沉淀装置 10中, 所述压滤液回收利用装置 80 连通于所述压滤装置 30与所述成装置之间。  [0076] Please refer to FIG. 1 , further, the river lake flu pollution sediment treatment residual soil regeneration system further includes: [0077] a pressure filtrate recycling device 80, wherein the pressure filter device 30 is used to The pressure filtrate produced during the dewatering and solidification process of the concentrated mud is sent to the sedimentation device 10, and the ballast recovery device 80 is connected between the pressure filter device 30 and the forming device.
[0078] 该河湖泊涌污染底泥处理余土再生系统通过设置所述压滤液回收利用装置 80以 用于回收所述压滤装置 30产生的所述压滤液, 并将所述压滤液排放至所述沉淀 装置 10中。 由于所述压滤液中含有助凝材料, 利用所述压滤液中的残留助凝材 料与所述沉淀装置 10中的泥水混合物混合, 可以加速所述沉淀装置 10中的泥水 混合物的泥水分离, 即提高了所述沉淀装置 10中泥浆的沉淀和上清液的析出速 度。 [0078] The river and lake flu pollution sediment treatment residual soil regeneration system is provided by setting the pressure filtrate recovery device 80 It is used to recover the pressure filtrate produced by the filter press device 30, and discharge the pressure filtrate into the sedimentation device 10. Since the pressure filtrate contains a coagulating material, the mud-water separation of the muddy water mixture in the sedimentation device 10 can be accelerated by mixing the residual coagulating material in the pressure filtrate with the muddy water mixture in the sedimentation device 10, that is, The precipitation of the slurry in the sedimentation device 10 and the rate of precipitation of the supernatant are increased.
[0079] 请参照图 1, 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0080] 供气装置 90, 连接于所述压滤装置 30—端并用于对所述压滤装置 30提供高压气 体。  [0079] Please refer to FIG. 1 , further, the river lake flu pollution sediment treatment residual soil regeneration system further includes: [0080] a gas supply device 90 connected to the pressure filter device 30 end and used to The filter press device 30 provides a high pressure gas.
[0081] 该河湖泊涌污染底泥处理余土再生系统通过设置所述供气装置 90为所述压滤装 置 30提供高压气体, 以对传送至所述压滤装置 30内的浓缩泥浆进行脱水固化处 理, 该供气装置 90为所述压滤装置 30提供动力。 在其他实施例中, 所述供气装 置 90可以由其他动力源替代, 不限于此。 [0081] The river lake rushing contaminated sediment treatment residual soil regeneration system provides high pressure gas to the pressure filter device 30 by providing the gas supply device 90 to dehydrate the concentrated mud transferred into the pressure filter device 30. The air supply device 90 provides power to the filter press device 30. In other embodiments, the air supply device 90 may be replaced by other power sources, and is not limited thereto.
[0082] 请参照图 1, 进一步地, 所述河湖泊涌污染底泥处理余土再生系统还包括: [0083] 余土利用模块 40, 将所述可再生余土进行资源化利用或者进行资源化处理以得 到可利用建筑材料。 通过所述余土利用模块 40对可再生余土进行资源化利用, 例如, 直接利用所述可再生余土, 所述压缩泥饼满足 《展览会用地土壤环境质 量评价标准 (暂行) 》 (HJ350-2007)B类标准, 可以直接用于 Π类土地利用, 如场 馆用地、 绿化用地、 商业用地、 公共市政用地用土; 或者, 将所述压缩泥饼作 为主原料, 并经过烘干、 粉碎和高温碳化等一系列工艺制成具有密度小、 质轻 、 隔热、 耐火以及抗震等优良性能的陶粒。 将陶粒应用于新型环保建筑材料, 进而制作出陶粒泡沫混凝土或大规模用于湿地、 景观绿化的河道绿植底基层, 或用于海绵城市滞水、 虑水、 净水层以及透水铺装等, 为环境工程、 海绵城市 工程建设提供良好的新型轻质环保材料, 从而实现底泥无害化处置与资源化利 用。  [0082] Please refer to FIG. 1 , further, the river and lake pollution sedimentary sludge treatment residual soil regeneration system further includes: [0083] a residual soil utilization module 40, resource-utilizing or reclaiming the renewable residual soil Processed to obtain usable building materials. The reclaimed residual soil is resourced and utilized by the residual soil utilization module 40, for example, directly using the regenerable residual soil, and the compressed mud cake satisfies the “Evaluation Standard for Soil Environmental Quality of Exhibition Lands (Provisional)” (HJ350) -2007) Class B standard, which can be directly used for terrestrial land use, such as venue land, green land, commercial land, and public municipal land; or, the compressed mud cake is used as the main raw material, and dried, crushed, and A series of processes such as high-temperature carbonization produce ceramsite with excellent properties such as low density, light weight, heat insulation, fire resistance and earthquake resistance. Apply ceramsite to new environmentally friendly building materials, and then produce ceramsite foam concrete or large-scale riverside green grass base for wetland and landscape greening, or for sponge city stagnant water, water, clean water and permeable paving Install and provide good new lightweight and environmentally friendly materials for environmental engineering and sponge city construction, so as to achieve harmless disposal and resource utilization of sediment.
[0084] 在该实施例中, 所述河湖泊涌污染底泥处理余土再生系统通过设置所述余土利 用模块 40以对所述泥饼进行资源化处理和直接利用。 所述压缩泥饼满足 《展览 会用地土壤环境质量评价标准 (暂行) 》 (HJ350-2007)B类标准, 可以直接用于 Π 类土地利用, 如场馆用地、 绿化用地、 商业用地、 公共市政用地用土。 [0085] 优选地, 将压缩泥饼作为主原料, 并经过烘干、 粉碎和高温碳化等一系列工艺 制成具有密度小、 质轻、 隔热、 耐火以及抗震等优良性能的陶粒。 将陶粒应用 于新型环保建筑材料, 进而制作出陶粒泡沫混凝土或大规模用于湿地、 景观绿 化的河道绿植底基层, 或用于海绵城市滞水、 虑水、 净水层以及透水铺装等, 为环境工程、 海绵城市工程建设提供良好的新型轻质环保材料, 从而实现底泥 无害化处置与资源化利用。 [0084] In this embodiment, the river and lake flu pollution sediment treatment residual soil regeneration system is configured to utilize the residual soil utilization module 40 to perform resource treatment and direct utilization of the mud cake. The compressed mud cake meets the Class B standard of the “Evaluation Standard for Soil Environmental Quality of Exhibition Sites (Provisional)” (HJ350-2007), and can be directly used for land use, such as venue land, green land, commercial land, and public municipal land. Use soil. [0085] Preferably, the compressed mud cake is used as a main raw material, and a series of processes such as drying, pulverization and high-temperature carbonization are used to prepare ceramsite having excellent properties such as low density, light weight, heat insulation, fire resistance and earthquake resistance. Apply ceramsite to new environmentally friendly building materials, and then produce ceramsite foam concrete or large-scale riverside green grass base for wetland and landscape greening, or for sponge city stagnant water, water, clean water and permeable paving Install and provide good new lightweight and environmentally friendly materials for environmental engineering and sponge city construction, so as to achieve harmless disposal and resource utilization of sediment.
[0086] 本发明实施例提供的所述河湖泊涌污染底泥处理余土再生系统通过设置所述调 理装置 20和所述压滤装置 30, 所述调理装置 20的调理改性与所述压滤装置 30的 深度脱水技术的主要技术特征: 疏浚污染底泥经格栅机去除浮澄、 垃圾等, 在 经过分级沉砂系统出去大颗粒沉澄、 余砂, 经垃圾分离和泥砂分离后, 泥水导 入沉淀装置 10内, 经初沉、 浓缩后由所述挖泥装置 50抽取, 通过管道输送到所 述调理装置 20内, 在泵送过程中根据要求添加材料对泥浆进行调理、 调质, 对 有机物进行消除, 对重金属进行螯合、 钝化, 改变泥浆内部微观结构, 快速提 升后续脱水固化效果。 调理完成后泥浆由泵送装置 28传送至板框式压滤装置 30 中进行深度脱水, 泥浆脱水后形成含水率不高于 40%的硬塑状泥饼, 可直接用于 园林绿化, 或堆放固化后形成具有一定强度不再泥化的土体用于工程建设。  [0086] The river lake gushing contaminated sediment treatment residual soil regeneration system provided by the embodiment of the present invention provides the conditioning device 20 and the pressure filter device 30, and the conditioning modification and the pressure of the conditioning device 20 The main technical features of the deep dewatering technology of the filtering device 30: the dredged contaminated bottom mud is removed by the grid machine to remove the floating, garbage, etc., after the large-scale sedimentation and residual sand is discharged through the classified grit sedimentation system, after the garbage separation and the separation of the mud and sand, The muddy water is introduced into the sedimentation device 10, extracted by the dredging device 50 after initial sedimentation and concentration, and transported to the conditioning device 20 through a pipeline, and the material is added and tempered according to requirements during the pumping process. The organic matter is eliminated, the heavy metal is chelated and passivated, the internal microstructure of the mud is changed, and the subsequent dehydration and solidification effect is rapidly improved. After the conditioning is completed, the slurry is transferred from the pumping device 28 to the plate and frame filter press device 30 for deep dewatering, and the mud is dehydrated to form a hard plastic mud cake having a water content of not more than 40%, which can be directly used for landscaping, or stacked. After solidification, a soil body having a certain strength and no muddy is formed for engineering construction.
[0087] 本发明实施例提供的所述河湖泊涌污染底泥处理余土再生系统采用的底泥调理 改性与板框压滤装置 30的深度脱水技术可以实现流水化、 自动化作业, 处理过 程环保, 不受天气影响, 每套设备每天可处理水下自然方底泥 800立方米以上。 可根据工程需要确定设备数量, 接口多、 占用场地小, 处理效率高, 质量稳定 可靠, 工厂化运营, 对周边环境无干扰, 适合城市河湖清淤底泥无害化处理。  [0087] The bottom mud conditioning modification and the deep dewatering technology of the plate and frame filter device 30 can be realized in the river lake urgency sewage sediment treatment residual soil regeneration system provided by the embodiment of the present invention, and the flow can be realized, the automatic operation, the treatment process Environmentally friendly, not affected by the weather, each set of equipment can handle more than 800 cubic meters of underwater natural sediment per day. The number of equipment can be determined according to the needs of the project. The interface is large, the occupied space is small, the treatment efficiency is high, the quality is stable and reliable, the factory operation, no interference to the surrounding environment, suitable for the harmless treatment of urban river and lake dredged sediment.
[0088] 以上所述仅为本发明的较佳实施例而已, 并不用以限制本发明, 凡在本发明的 精神和原则之内所作的任何修改、 等同替换和改进等, 均应包含在本发明的保 护范围之内。  The above description is only the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalents, and improvements made within the spirit and scope of the present invention should be included in the present invention. Within the scope of protection of the invention.

Claims

权利要求书 Claim
[权利要求 1] 一种河湖泊涌污染底泥处理余土再生系统, 其特征在于, 包括: 沉淀装置, 用于对经垃圾分选和泥沙分离后的污染底泥进行沉淀和净 化处理以得到泥浆;  [Claim 1] A river and lake flu pollution sediment treatment residual soil regeneration system, characterized by comprising: a sedimentation device for precipitating and purifying contaminated sediment after garbage separation and sediment separation Get mud;
调理装置, 与所述沉淀装置连通并用于对所述泥浆进行调理调质处理 以得到浓缩调理泥浆;  a conditioning device, connected to the sedimentation device and used for conditioning and tempering the slurry to obtain a concentrated conditioning mud;
压滤装置, 用于对所述浓缩调理泥浆进行脱水固化以得到可再生余土 如权利要求 1所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 所述调理装置包括:  a filter press device, configured to dehydrate and solidify the concentrated conditioning mud to obtain a regenerable residual soil. The river lake gushing contaminated sediment treatment residual soil regeneration system according to claim 1, wherein the conditioning device comprises:
泥浆搅拌装置, 用于接收所述沉淀装置输送的所述泥浆;  a slurry agitating device, configured to receive the slurry conveyed by the sedimentation device;
药物调理装置, 用于存放调理调质药物并将所述调理调质药物添加至 所述泥浆搅拌装置内;  a medicine conditioning device for storing the conditioning and tempering drug and adding the conditioning and tempering drug to the mud stirring device;
其中, 所述泥浆搅拌装置对所述泥浆和所述调理调质药物进行均匀搅 拌。  Wherein the mud stirring device uniformly agitates the mud and the conditioning and tempering drug.
如权利要求 2所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 还包括:  The river lake flooding sediment treatment residual soil regeneration system according to claim 2, characterized in that:
挖泥装置, 所述挖泥装置放置于所述沉淀装置内并将所述沉淀装置内 的泥浆输送至所述泥浆搅拌装置中。  A dredging device is placed in the sedimentation device and transports the slurry in the sedimentation device to the mud agitating device.
如权利要求 2所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 所述药物调理装置包括用于存放固化剂的储料装置、 安装于所述 储料装置的出料口上并将所述储料装置内的所述固化剂输送至所述泥 浆搅拌装置内的输送装置以及用于根据所述泥浆搅拌装置内所述泥浆 的参数调整加药剂量和药物种类的加药装置。  The river lake irrigated sludge treatment residual soil regeneration system according to claim 2, wherein the drug conditioning device comprises a storage device for storing a curing agent, and is mounted on a discharge port of the storage device. And conveying the curing agent in the stocking device to the conveying device in the mud stirring device and the dosing device for adjusting the dosage and the kind of the medicine according to the parameter of the mud in the mud stirring device .
如权利要求 2所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 所述调理装置还包括:  The system for regenerating a residual soil of a river-drainage sludge treatment according to claim 2, wherein the conditioning device further comprises:
泥浆浓缩装置, 所述泥浆浓缩装置连接于所述泥浆搅拌装置与所述压 滤装置之间, 经所述泥浆搅拌装置搅拌后的所述泥浆输送至所述泥浆 浓缩装置中进行静置和浓缩; a mud concentrating device, the mud concentrating device is connected between the mud stirring device and the pressure filtering device, and the slurry stirred by the mud stirring device is sent to the mud Standing and concentrating in a concentrating device;
泵送装置, 连接于所述泥浆浓缩装置与所述压滤装置之间以将经所述 泥浆浓缩装置浓缩处理的浓缩泥浆泵送至所述压滤装置中。 A pumping device is coupled between the mud concentrating device and the filter press device to pump the concentrated mud condensed by the mud concentrating device to the filter press device.
如权利要求 5所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 还包括: The river lake irrigated sludge treatment residual soil regeneration system according to claim 5, characterized in that:
气体回收利用装置, 所述气体回收利用装置连通于所述压滤装置与所 述泥浆浓缩装置之间并用于将所述压滤装置在对所述浓缩泥浆进行脱 水固化过程中产生的残余高压气体导入所述泥浆浓缩装置中。 a gas recovery device, the gas recovery device is connected between the filter press device and the mud concentrating device and used to regenerate the high pressure gas generated by the filter press device during dehydration and solidification of the concentrated mud slurry Introduced into the mud concentrating device.
如权利要求 5所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 还包括 The river lake urgency sewage sediment treatment residual soil regeneration system according to claim 5, characterized in that
余水净化装置, 所述余水净化装置连通所述沉淀装置并用于对所述沉 淀装置对所述污染底泥进行沉淀产生的上清液进行净化处理; 溢流装置, 连通所述泥浆浓缩装置与所述余水净化装置之间并用于将 所述泥浆浓缩装置中析出的溢流液导入所述余水净化装置内。 a residual water purification device, wherein the residual water purification device is connected to the precipitating device and is used for purifying the supernatant generated by the sedimentation device to precipitate the contaminated sediment; the overflow device is connected to the mud concentrating device An overflow liquid which is used between the residual water purification device and used to precipitate the mud concentrating device is introduced into the residual water purification device.
如权利要求 1所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 还包括: The river lake urgency sewage sediment treatment residual soil regeneration system according to claim 1, characterized in that:
压滤液回收利用装置, 用于将所述压滤装置在对所述浓缩泥浆进行脱 水固化过程中产生的压滤液输送至所述沉淀装置中, 所述压滤液回收 利用装置连通于所述压滤装置与所述沉淀装置之间。 a pressure filtrate recycling device for conveying the pressure filtrate generated in the process of dehydrating and solidifying the concentrated mud slurry to the sedimentation device, wherein the pressure filtrate recovery device is connected to the pressure filter Between the device and the precipitation device.
如权利要求 1所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 还包括: The river lake urgency sewage sediment treatment residual soil regeneration system according to claim 1, characterized in that:
供气装置, 连接于所述压滤装置一端并用于对所述压滤装置提供高压 气体。 A gas supply means is connected to one end of the filter press and is used to supply high pressure gas to the filter press.
如权利要求 1所述的河湖泊涌污染底泥处理余土再生系统, 其特征在 于, 还包括: The river lake urgency sewage sediment treatment residual soil regeneration system according to claim 1, characterized in that:
余土利用模块, 将所述可再生余土进行资源化利用或者进行资源化处 理以得到可利用建筑材料。 The residual soil utilization module utilizes the renewable residual soil for resource utilization or resource treatment to obtain usable building materials.
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