CN202063810U - Slide slope bottom type sludge collection tank - Google Patents

Slide slope bottom type sludge collection tank Download PDF

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Publication number
CN202063810U
CN202063810U CN2011200678242U CN201120067824U CN202063810U CN 202063810 U CN202063810 U CN 202063810U CN 2011200678242 U CN2011200678242 U CN 2011200678242U CN 201120067824 U CN201120067824 U CN 201120067824U CN 202063810 U CN202063810 U CN 202063810U
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CN
China
Prior art keywords
mud
sludge
mud receiver
receiver
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
CN2011200678242U
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Chinese (zh)
Inventor
刘东晓
孙德文
孙举柱
刘伟丽
高月宁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LIDA ENVIRONMENT ENGINEERING Co Ltd DALIAN
Original Assignee
LIDA ENVIRONMENT ENGINEERING Co Ltd DALIAN
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
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Priority to CN2011200678242U priority Critical patent/CN202063810U/en
Application granted granted Critical
Publication of CN202063810U publication Critical patent/CN202063810U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model belongs to the field of sewage treatment, and relates to a slide slope bottom type sludge collection tank, which mainly consists of two side walls and a bottom surface. A truck stop beam is arranged on one side, close to a truck, of an upper dumping port, the bottom surface is in the shape of a slope, and the lower end of the bottom surface is open and communicated with a diluting and mixing tank. The slide slope bottom type sludge collection tank is unique and simple in structure, the bottom surface of the sludge collection tank is designed into the slope shape so that sludge can enter the diluting and mixing tank automatically along the slide slope by the aid of dumping thrust and dead gravity, and accordingly investment is saved, power consumption during use is avoided, and sludge can be transferred quickly. Further, buffer grids arranged vertically prevent an agitator shaft in the diluting and mixing tank from being damaged by high transverse thrust of the sludge during sliding. A water spray pipe is arranged at the upper end of the bottom surface to prevent sludge attaching onto the bottom surface and reduce sliding resistance of the sludge, and a water film of the thickness ranging from 2mm to 10mm is formed on the bottom surface by water sprayed when a water valve is turned on before sludge is dumped. Attached and accumulated sludge can be scoured by water for diluting sludge, and requirements for dilution can be met simultaneously.

Description

A kind of sloping standing ways formula mud receiver
Technical field
The utility model belongs to field of sludge treatment, is specifically related to concentrate when the dewatered sludge of each sewage work of city be transported to sludge treatment factory when on-the-spot, is used for accepting the device that transport trolley is toppled over mud and mud transferred to subsequent processing.
Background technology
Here said mud is the mud that city or regional sewage work come out from the water body precipitate and separate when disposing of sewage, and is the thickness paste of water ratio about 80% after dehydration, is called dewatered sludge.Along with development of Chinese economy with to the attention of environmental improvement, wastewater treatment rate has had and has increased substantially.Because the increase of sewage load, the amount that sewage disposal produces mud also increases sharply.The surge of mud makes various places actively build and concentrates sludge treatment factory.Method for sludge treatment is a lot, and wherein " bio anaerobic digestion method " handled mud and can be used as fuel energy by output biogas, and the dehydration waste residue is made greening soil or farming fertilizer after the anaerobism.Thereby " bio anaerobic digestion method " because of meet " low-carbon (LC) ", " energy-saving and emission-reduction " become a kind of sludge treatment technique that development potentiality is arranged; In this treatment process process, the concentrated mud that ships will be through just entering the anaerobism operation after the processes such as thin up stirring and heat temperature raising.Be used for transporting the large-scale dump truck of the common employing of car of mud, if being advanced to dilute make-up tank, the direct overturning of mud can damage equipment and the measuring instruments such as stirrer that dilutes in the make-up tank, so generally be that the position of unloading is left the dilution make-up tank and established a mud receiver in addition.Design which type of mud receiver with how again mud to be transferred to the dilution make-up tank different ways is arranged.Advanced both at home and abroad method is that the mud receiver is designed to underground flat pan, and bottom land is installed the platoon worm conveyor, pours in the groove when mud, starts the platoon worm conveyor mud is pushed in the dilution make-up tank.But the defective of doing like this is to invest greatly again consumption of power (), and the mud transport velocity is also slower.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned not enough problem, and a kind of sloping standing ways formula mud receiver is provided, and is simple in structure, and the impulse force that mud can be when toppling over is from being advanced in the dilution make-up tank, reduces investment outlay, consumption of power (), mud transport velocity are not fast.
The technical scheme that the utility model adopts for achieving the above object is: a kind of sloping standing ways formula mud receiver, the mud receiver mainly is made of two side and bottom surface, top material pour spout has the beam of keeping off a car near the one side of car, the bottom surface is ramp-like base, and the lower end, bottom surface is opening and is communicated with the dilution make-up tank.
Described mud receiver bottom surface opening part is upright to the buffering grid is set; The buffering grid that described buffering grid adopts metallic substance to make, the grizzly bar gap is according to the mud cohesive strength and will tackle particulate matter size setting in the mud.
Described bottom surface is provided with water jet standpipe topmost, the perforated tube that the water jet standpipe preferred levels is placed, and perforate is towards the bottom surface.
Described mud receiver middle upper part is provided with the flexible pipe that discharges water, and the flexible pipe upper end that discharges water is fixing, the lower end swing type.
Described bottom surface is domatic to the inclination of dilution make-up tank horizontal by 30 °~45 °.
The two side of described mud receiver exceeds suitable for reading.
Described mud receiver is suitable for reading to be lower than railway carriage and to be underground or semi-underground groove.
Smooth material of construction such as ceramic tile are laid in described bottom surface.
The utility model structure is unique simple, the mud receiver is designed to the structure that the bottom surface band gradient is slideway shape, the gradient is to dilution make-up tank inclination (horizontal by 30 °~45 °), after making that mud is poured in the mud receiver, the impulse force that mud can be when toppling over and from gravity along the landslide from being advanced in the dilution make-up tank.The consumption of power (), mud transport velocity of not only reducing investment outlay in cost, the use not is fast; In addition, the huge horizontal impulse force when preventing that mud from sliding damages the stirring arbor in the dilution make-up tank, mud enter the ingress (bottom surface opening) of dilution make-up tank upright to installing buffering grid to alleviate the macrobead thing in mud impulse force and the interception mud; For preventing the stickup of mud and bottom surface and reducing the mud sliding resistance, in the upper end, bottom surface water jet standpipe is set, before toppling over mud, open the water valve water spray, make the bottom surface form the thick moisture film of 2~10mm, mud can very smooth slip be transferred to subsequent processing like this; In case pile up forming on the bottom surface or on the buffering grid for solving mud, be used for washing away piling up and adhere to mud with preparing dilution water as dilution mud.The flexible pipe that discharges water of dilution water is located at mud receiver top, and the water that is used to dilute can conveniently carry out flush operation, satisfies the dilution requirement simultaneously.
Description of drawings
Fig. 1 is the utility model structural representation.
Among the figure: the 1-stirrer; 2-cushions grid; The 3-water jet standpipe; The 4-flexible pipe that discharges water; The 5-sidewall; The 6-bottom surface; The 7-beam of keeping off a car; 8-dilutes make-up tank.
Embodiment
A kind of sloping standing ways formula mud receiver as shown in Figure 1, mud receiver constituent material can be concrete or metal construction, the mud receiver mainly is made of two side 5 and bottom surface 6, the mud receiver is suitable for reading to be lower than railway carriage and to be underground or semi-underground groove, save the space, the two side of mud receiver exceeds suitable for reading, can stop that muddy water splashes when unloading, top material pour spout has the beam 7 of keeping off a car near the one side of car, bottom surface 6 is ramp-like base, the bottom surface is domatic to the inclination of dilution make-up tank horizontal by 30 °~45 °, the lower end, bottom surface is opening and is communicated with dilution make-up tank 8, in the dilution make-up tank whipping device 1 is installed, smooth material of construction such as bottom surface 6 laying ceramic tiles are to reduce the mud sliding resistance.
As shown in Figure 1, on the basis of the above-mentioned basic structure of the utility model, upright at mud receiver bottom surface 6 opening parts to buffering grid 2 is set, the buffering grid that buffering grid 2 adopts metallic substance to make, the grizzly bar gap is according to the mud cohesive strength and will tackle particulate matter size setting in the mud, structural strength and installation firmly are enough to resist the impulse force of mud when unloading, and the huge horizontal impulse force when avoiding mud to slide damages the stirring arbor in the dilution make-up tank etc.Water jet standpipe 3 topmost is set in the bottom surface in addition, the perforated tube that water jet standpipe 3 preferred levels are placed, perforate can be at domatic formation waterfall face moisture film when discharging water towards the bottom surface.Mud receiver middle upper part is provided with the flexible pipe 4 that discharges water, and flexible pipe 4 upper ends that discharge water are fixed, the lower end swing type, conveniently wash away domatic and the buffering grid on adherent mud.
When concentrating when transporting the mud car and putting in place, open water jet standpipe valve water spray earlier, allow mud car tipping bucket dump again, most of mud can fall into mud dilution make-up tank along domatic sliding smoothly.Then need the water yield discharge water (water is through the domatic mud dilution make-up tank that flows to of mud receiver) by mud dilution make-up tank.If at this moment domatic or buffering is piled up mud on the grid, just draw the dilution water flexible pipe that discharges water and aim at and pile up mud and wash away, mud is flushed in the dilution make-up tank.

Claims (9)

1. sloping standing ways formula mud receiver, it is characterized in that: the mud receiver mainly is made of two side and bottom surface, and top material pour spout has the beam of keeping off a car near the one side of car, and the bottom surface is ramp-like base, and the lower end, bottom surface is opening and is communicated with the dilution make-up tank.
2. a kind of sloping standing ways according to claim 1 formula mud receiver is characterized in that: described mud receiver bottom surface opening part is upright to the buffering grid is set; The buffering grid that described buffering grid adopts metallic substance to make, the grizzly bar gap is according to the mud cohesive strength and will tackle particulate matter size setting in the mud.
3. a kind of sloping standing ways according to claim 1 formula mud receiver, it is characterized in that: described bottom surface is provided with water jet standpipe topmost.
4. a kind of sloping standing ways according to claim 3 formula mud receiver is characterized in that: water jet standpipe adopts the perforated tube of horizontal positioned, and perforate is towards the bottom surface.
5. a kind of sloping standing ways according to claim 1 formula mud receiver, it is characterized in that: described mud receiver middle upper part is provided with the flexible pipe that discharges water, and the flexible pipe upper end that discharges water is fixing, the lower end swing type.
6. according to the arbitrary described a kind of sloping standing ways of claim 1-5 formula mud receiver, it is characterized in that: described bottom surface is domatic to the inclination of dilution make-up tank horizontal by 30 °~45 °.
7. according to the arbitrary described a kind of sloping standing ways of claim 1-5 formula mud receiver, it is characterized in that: the two side of described mud receiver exceeds suitable for reading.
8. according to the arbitrary described a kind of sloping standing ways of claim 1-5 formula mud receiver, it is characterized in that: described mud receiver is suitable for reading to be lower than railway carriage and to be underground or semi-underground groove.
9. according to the arbitrary described a kind of sloping standing ways of claim 1-5 formula mud receiver, it is characterized in that: smooth material of construction is laid in described bottom surface.
CN2011200678242U 2011-03-15 2011-03-15 Slide slope bottom type sludge collection tank Expired - Lifetime CN202063810U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200678242U CN202063810U (en) 2011-03-15 2011-03-15 Slide slope bottom type sludge collection tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200678242U CN202063810U (en) 2011-03-15 2011-03-15 Slide slope bottom type sludge collection tank

Publications (1)

Publication Number Publication Date
CN202063810U true CN202063810U (en) 2011-12-07

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CN2011200678242U Expired - Lifetime CN202063810U (en) 2011-03-15 2011-03-15 Slide slope bottom type sludge collection tank

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104136382A (en) * 2012-02-29 2014-11-05 三菱综合材料株式会社 Sludge treatment facility
CN110395798A (en) * 2019-08-19 2019-11-01 浙江天地环保科技有限公司 A kind of automatic homogenization device of livestock and poultry feces biogas project and method
CN117125513A (en) * 2023-10-26 2023-11-28 四川君和环保股份有限公司 Viscous material dilution unloading system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104136382A (en) * 2012-02-29 2014-11-05 三菱综合材料株式会社 Sludge treatment facility
CN104136382B (en) * 2012-02-29 2015-12-02 三菱综合材料株式会社 Sludge treatment device
CN110395798A (en) * 2019-08-19 2019-11-01 浙江天地环保科技有限公司 A kind of automatic homogenization device of livestock and poultry feces biogas project and method
CN117125513A (en) * 2023-10-26 2023-11-28 四川君和环保股份有限公司 Viscous material dilution unloading system
CN117125513B (en) * 2023-10-26 2024-02-02 四川君和环保股份有限公司 Viscous material dilution unloading system

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Granted publication date: 20111207