Hydrated sludge dry-wet separation device based on municipal street sweeping soil

The municipal street sweeping soil hydrate sludge dry-wet separation device uses a conveying foundation structure, filter screen and filter mud lifting structure to achieve sludge-liquid separation, which solves the problem of filtration and dewatering of street sweeping soil with excessive water content during transportation, improves filtration efficiency and transportation efficiency, and reduces pollution risk.

CN224199274UActive Publication Date: 2026-05-05BEIJING CITY MASCH SCANNING SERVICE CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
BEIJING CITY MASCH SCANNING SERVICE CO LTD
Filing Date
2025-03-25
Publication Date
2026-05-05

AI Technical Summary

Technical Problem

In existing technologies, street sweeping soil with excessively high water content is difficult to filter and dehydrate fully during transportation, leading to problems such as clumping in nets, potential pollution, and low transportation efficiency.

Method used

A hydrated sludge dry-wet separation device based on municipal street sweeping soil is adopted, including a conveying foundation structure, a filter screen structure, and a filter sludge lifting structure. Impurities are initially filtered through the filter screen, sludge-liquid separation is achieved through the filter sludge lifting structure, and the separation effect is further improved by the spiral extrusion structure.

Benefits of technology

It improves the filtrate efficiency of street sweeping soil, reduces on-site pollution, enhances transfer efficiency, meets the receiving standards of transfer stations, and extends equipment life.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a hydrated sludge dry-wet separation device based on municipal street sweeping soil, which comprises a conveying base structure, a water inlet pipe, a water outlet pipe, a water inlet pipe, a water outlet pipe and a water outlet pipe, the impurity filtering screen structure is correspondingly arranged at the top position of the horizontal filter cavity part; and the filter mud lifting structure is sequentially arranged and located at the horizontal filter cavity part and the lifting filter cavity part in a drivable mode, and the filter mud lifting structure is correspondingly located at the lower position of the impurity filtering screen structure. The technical problems that in the prior art, street sweeping soil with the too high water content is difficult to fully filter and dehydrate before the transferring process, the site environment pollution is likely to be caused, and the overall collecting and transporting efficiency of the street sweeping soil is not high are solved.
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Description

Technical Field

[0001] This utility model relates to the field of sludge treatment technology, and more specifically, to a dry-wet separation device for hydrated sludge based on municipal street sweeping soil. Background Technology

[0002] Currently, to improve the quality of sanitation operations, road sweeping has shifted from primarily dry sweeping to primarily washing and sweeping. While ensuring high-quality operations, this has also brought new problems, namely, the excessively high moisture content of the street sweeping soil. The street sweeping soil collected during washing and sweeping operations contains a large amount of water, and a large amount of wastewater is mixed in again during the unloading and washing process, resulting in the high moisture content of the dry components failing to meet the receiving requirements of the transfer station. At the same time, the excessively high moisture content of the street sweeping soil can easily cause screen clogging in the sorting equipment, and it can also pose a risk of secondary pollution during the transfer to the sorting station, thus affecting the lifespan of the transfer vehicles.

[0003] In existing technologies, the processing structure for street sweeping soil with excessive moisture content usually only involves draining without dehydration. The moisture content of the street sweeping soil after this method is still too high, and the material transported to the transfer station will leak during the transfer process, failing to meet the receiving standards of the transfer station. Alternatively, after the operation is completed, the collected street sweeping soil is directly dumped at the unloading point or garbage bin, and then air-dried to control the moisture before collection and transfer. This method has the disadvantages of garbage exposure, significant on-site environmental pollution, long overall time consumption, and large site area occupation, which seriously affects the collection and transportation efficiency of street sweeping soil. Utility Model Content

[0004] To address this, the present invention provides a hydrated sludge dry-wet separation device based on municipal street sweeping soil, in order to solve the technical problems in the prior art where street sweeping soil with excessive water content is difficult to filter and dehydrate sufficiently before transportation, and is prone to causing on-site environmental pollution, resulting in low overall collection and transportation efficiency of street sweeping soil.

[0005] To achieve the above objectives, this utility model provides the following technical solution:

[0006] A device for separating hydrated sludge from municipal street sweeping soil into wet and dry states includes:

[0007] The basic structure for the transmission system includes a horizontally placed filter chamber and a lifting filter chamber that are connected to each other.

[0008] A filter screen structure is correspondingly provided at the top position of the flat filter cavity;

[0009] The filter mud lifting structure is drivably and sequentially arranged in the flat filter chamber and the lifting filter chamber, and the filter mud lifting structure is located below the filter screen structure.

[0010] Based on the above technical solution, the present invention is further described as follows:

[0011] As a further embodiment of this utility model,

[0012] The flat filter chamber extends horizontally, the lifting filter chamber extends obliquely, and the bottom end of the lifting filter chamber is connected to one side end of the flat filter chamber.

[0013] As a further embodiment of this utility model,

[0014] The filter screen structure includes a screen side baffle and a filter screen layer fixedly disposed on the inner side of the screen side baffle. The screen side baffle and the filter screen layer are fixedly assembled at the top position of the flat filter cavity, and the filter screen layer is correspondingly connected to the interior of the flat filter cavity.

[0015] As a further embodiment of this utility model,

[0016] The side baffle of the screen is formed with a mud inlet;

[0017] Furthermore, the height of the outer edge of the screen side baffle gradually increases from the mud inlet side toward its opposite side.

[0018] As a further embodiment of this utility model,

[0019] The filter mud lifting structure includes a first drive sprocket, a second drive sprocket, and a second drive chain;

[0020] The first transmission sprocket is rotatably mounted inside the end of the flat filter chamber that is away from the lifting filter chamber, and the second transmission sprocket is rotatably mounted inside the end of the lifting filter chamber that is away from the flat filter chamber, and the first transmission sprocket and / or the second transmission sprocket are rotatably driven.

[0021] The second transmission chain is mounted on the second transmission sprocket and the first transmission sprocket.

[0022] As a further embodiment of this utility model,

[0023] The filter mud lifting structure also includes a directional tensioning sprocket;

[0024] The directional tensioning sprocket is connected and mounted between the flat filter chamber and the lifting filter chamber, and the directional tensioning sprocket is connected to the second transmission chain for steering position transmission.

[0025] As a further embodiment of this utility model,

[0026] The filter mud lifting structure also includes a geared motor;

[0027] The base of the geared motor is fixedly mounted on the outer wall of the lifting filter cavity, and a first transmission chain is installed between the rotational kinetic energy output end of the geared motor and the second transmission sprocket.

[0028] As a further embodiment of this utility model,

[0029] The second transmission chain is provided with several filtrate lifting trays at intervals along its travel path;

[0030] The filtrate lifting tray includes a tray body and a plurality of filtrate holes formed in the tray body.

[0031] As a further aspect of this utility model, it also includes:

[0032] The spiral extrusion structure includes a spiral extrusion shell and a motor-driven spiral blade that is interchangeably mounted at the center of the spiral extrusion shell.

[0033] A spiral extrusion channel is formed between the motor-driven spiral blades and the spiral extrusion shell. The blade spacing of the motor-driven spiral blades gradually decreases, and the diameter of the motor-driven spiral blades and the diameter of the spiral extrusion shell also gradually decrease, so that the spiral extrusion channel gradually forms an extrusion effect.

[0034] The spiral extrusion channel is connected to the output end of the filter mud lifting structure.

[0035] As a further embodiment of this utility model,

[0036] The spiral extrusion shell and the motor-driven spiral blades are arranged vertically or obliquely.

[0037] This utility model has the following beneficial effects:

[0038] This device can effectively serve as the transport route for sludge filtration through its transport base structure. It can also use a filter screen structure corresponding to the transport base structure to achieve the first step of filtering out impurities such as sand or branches. Furthermore, it can use a filter mud lifting structure corresponding to the transport base structure to further lift and transport the filter mud after the first step of impurity filtration. By utilizing the weight of the water body, mud-liquid separation filtration is achieved, and the filtered mud can be transported to an external container, thus improving the overall filtration efficiency and its functional practicality. Attached Figure Description

[0039] To more clearly illustrate the embodiments of this utility model or the technical solutions in the prior art, the accompanying drawings used in the description of the embodiments or the prior art will be briefly introduced below. The structures, proportions, sizes, etc., drawn in this specification are only used to complement the content disclosed in the specification, so that those skilled in the art can understand and read them. Any modifications to the structure, changes in the proportional relationships, or adjustments to the size, without affecting the effects and purposes that this utility model can produce, should still fall within the scope of the technical content disclosed in this utility model.

[0040] Figure 1 This is a schematic diagram of the overall isometric structure of the hydrated sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 1 of this utility model.

[0041] Figure 2 This is a top view of the hydration sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 1 of this utility model.

[0042] Figure 3 The schematic diagram of the internal structure of the hydrated sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 1 of this utility model is shown from one side.

[0043] Figure 4 This is a side view of the hydrated sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 1 of this utility model, corresponding to the other side direction.

[0044] Figure 5 This is a schematic diagram of the overall application state structure of the hydrated sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 2 of this utility model.

[0045] Figure 6 This is an isometric structural diagram of the spiral extrusion structure in the hydrated sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 2 of this utility model.

[0046] Figure 7 This is a schematic diagram of the internal structure of the spiral extrusion structure in the hydrated sludge dry-wet separation device based on municipal street sweeping soil provided in Embodiment 2 of this utility model.

[0047] The attached diagram lists the components represented by each number as follows:

[0048] Conveying basic structure 1: horizontal filter chamber section 11, lifting filter chamber section 12, filter chamber outlet 13;

[0049] Filter screen structure 2: screen side baffle 21, filter screen layer 22, and discharge side baffle 23;

[0050] Filter mud lifting structure 3: geared motor 31, first transmission sprocket 32, second transmission sprocket 33, adjusting tension sprocket 34, first transmission chain 35, second transmission chain 36, filtrate lifting support plate 37;

[0051] Screw extrusion structure 4: screw extrusion shell 41, motor-driven screw blades 42, screw extrusion inlet 43, screw extrusion outlet 44, screw extrusion channel 45. Detailed Implementation

[0052] The following specific embodiments illustrate the implementation of this utility model. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0053] The terms "upper," "lower," "left," "right," and "middle" used in this specification are merely for clarity of description and are not intended to limit the scope of implementation of this utility model. Any changes or adjustments to their relative relationships, without substantially altering the technical content, shall also be considered within the scope of implementation of this utility model.

[0054] Example 1

[0055] like Figures 1 to 3 As shown, this utility model embodiment provides a hydrated sludge dry-wet separation device based on municipal street sweeping soil, including a conveying foundation structure 1, a filter screen structure 2, and a filter mud lifting structure 3. The conveying foundation structure 1 effectively serves as the foundation for sludge filtration. Simultaneously, the filter screen structure 2, corresponding to the conveying foundation structure 1, performs the first step of filtering out sand, branches, and other debris. The filter mud lifting structure 3, corresponding to the conveying foundation structure 1, further lifts and conveys the filter mud after the first step of impurity filtration. This utilizes the weight of the water to achieve sludge-liquid separation filtration, and the filtered sludge can be transported to an external container, improving the overall filtration efficiency and its functional practicality. The specific settings are as follows:

[0056] Please refer to Figures 1 to 3 The conveying foundation structure 1 includes a horizontally placed filter chamber 11 and a lifting filter chamber 12 integrally fixedly connected; wherein, the horizontally placed filter chamber 11 extends horizontally, the lifting filter chamber 12 extends obliquely, and the bottom end of the lifting filter chamber 12 is connected to one side end of the horizontally placed filter chamber 11. The top end of the lifting filter chamber 12 has a filter chamber outlet 13, which is used to form a lifting, conveying and discharge route for sludge filtration.

[0057] Please continue to refer to this. Figures 1 to 3 The filter screen structure 2 includes a screen side baffle 21 and a filter screen layer 22 fixedly disposed on the inner side of the screen side baffle 21. The screen side baffle 21 and the filter screen layer 22 are both fixedly assembled at the top position of the flat filter cavity 11, and the filter screen layer 22 is correspondingly connected to the interior of the flat filter cavity 11, so as to effectively achieve the first step of filtering out sand blocks or branches and other debris by using the filter screen layer 22 corresponding to the conveying base structure 1.

[0058] As a preferred embodiment, the screen side baffle 21 is provided with a mud inlet, and the height of the outer edge of the screen side baffle 21 gradually increases from the side of the mud inlet toward the opposite side, so as to improve the blocking effect of the opposite side of the mud inlet through the screen side baffle 21, thereby reducing the overflow when dumping mud.

[0059] More preferably, please refer to Figure 5 The screen side baffle 21 is also fixedly provided with a material pouring side baffle 23 on both sides of the mud inlet, so as to further improve the material pouring blocking and overflow prevention performance through the material pouring side baffle 23.

[0060] Please refer to Figure 3 and Figure 4The filter mud lifting structure 3 includes a reduction motor 31, a first transmission sprocket 32, a second transmission sprocket 33, a directional tensioning sprocket 34, a first transmission chain 35, a second transmission chain 36, and a filtrate lifting support plate 37. The base of the reduction motor 31 is fixedly mounted on the outer wall of the lifting filter chamber 12. Two sets of the first transmission sprocket 32, the second transmission sprocket 33, and the directional tensioning sprocket 34 are provided. The two sets of first transmission sprockets 32 are respectively rotatably mounted on both sides of the end of the flat filter chamber 11 away from the lifting filter chamber 12. The two sets of second transmission sprockets 33 are respectively rotatably mounted on both sides of the end of the lifting filter chamber 12 away from the flat filter chamber 11. The two sets of directional tensioning sprockets 34 are rotatably mounted at the junction of the flat filter chamber 11 and the lifting filter chamber 12. The first transmission chain 35 is connected to the reduction motor 31. The rotational kinetic energy output end of 1 and the two sets of second transmission sprockets 33 are connected by a transmission assembly. Two sets of second transmission chains 36 are provided, and the two sets of second transmission chains 36 are respectively and sequentially connected to the two sets of second transmission sprockets 33, the two sets of adjusting tension sprockets 34 and the two sets of first transmission sprockets 32. Several filtrate lifting plates 37 are intermittently connected between the two sets of second transmission chains 36 along their travel path. The rotational kinetic energy output by the reduction motor 31 drives the second transmission chain 36 through the first transmission chain 35. The second transmission chain 36, in conjunction with the filtrate lifting plates 37, further lifts and guides the filter mud that has fallen to the bottom inner wall of the flat filter chamber 11 after the first step of impurity filtration along the bottom inner wall of the lifting filter chamber 12, so that the filter mud can achieve automatic separation and filtration of mud and liquid by the weight of the water and be discharged through the filter chamber outlet 13, thereby significantly improving the overall filtration efficiency.

[0061] The filtrate lifting support plate 37 includes a support plate body and a plurality of filtrate holes formed in the support plate body, which are used to lift the filter mud through the support plate body and further enhance the overall filtrate effect by means of the filtrate holes.

[0062] Example 2

[0063] In Example 2, the same symbols are used for the same structures as in Example 1, and the same descriptions are omitted. Example 2 is an improvement on Example 1. Please refer to [link / reference needed]. Figures 5 to 7 The hydrated sludge conveying and filtering device further includes a spiral extrusion structure 4, which is used to spirally extrude the sludge after the filtrate has been lifted, thereby further improving the sludge-liquid separation effect. The specific configuration is as follows:

[0064] The spiral extrusion structure 4 includes a spiral extrusion housing 41 and a motor-driven spiral blade 42 that is interchangeably mounted at the center of the spiral extrusion housing 41. A spiral extrusion channel 45 is formed between the motor-driven spiral blade 42 and the spiral extrusion housing 41. The blade spacing of the motor-driven spiral blade 42 gradually decreases, so that the spiral extrusion channel 45 gradually forms an extrusion effect.

[0065] The spiral extrusion channel 45 has a spiral extrusion inlet 43 at one end of the spiral extrusion housing 41, and a spiral extrusion outlet 44 at the other end of the spiral extrusion housing 41. The spiral extrusion inlet 43 is connected to the filter chamber outlet 13. The spiral blades 42 are driven by a motor to rotate and drive the mud after the filtrate is lifted, so that the mud is spirally extruded through the spiral extrusion channel 45, which further improves the mud-liquid separation effect.

[0066] It should be noted that the spiral extrusion housing 41 and the motor-driven spiral blades 42 are arranged vertically or obliquely to complete the lifting extrusion conveying and further enhance the overall filtration effect.

[0067] Although the present invention has been described in detail above with general descriptions and specific embodiments, some modifications or improvements can be made to it, which will be obvious to those skilled in the art. Therefore, all such modifications or improvements made without departing from the spirit of the present invention fall within the scope of protection claimed by the present invention.

Claims

1. A device for separating hydrated sludge from municipal street sweeping soil into dry and wet states, characterized in that, include: The basic structure for the transmission system includes a horizontally placed filter chamber and a lifting filter chamber that are connected to each other. A filter screen structure is correspondingly positioned at the top of the horizontal filter cavity. The filter mud lifting structure is drivably and sequentially arranged in the flat filter chamber and the lifting filter chamber, and the filter mud lifting structure is located below the filter screen structure.

2. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 1, characterized in that, The flat filter chamber extends horizontally, the lifting filter chamber extends obliquely, and the bottom end of the lifting filter chamber is connected to one side end of the flat filter chamber.

3. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 1, characterized in that, The filter screen structure includes a screen side baffle and a filter screen layer fixedly disposed on the inner side of the screen side baffle. The screen side baffle and the filter screen layer are both fixedly assembled at the top position of the flat filter cavity, and the filter screen layer is correspondingly connected to the interior of the flat filter cavity.

4. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 3, characterized in that, The side baffle of the screen is formed with a mud inlet; Furthermore, the height of the outer edge of the screen side baffle gradually increases from the mud inlet side toward its opposite side.

5. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 1, characterized in that, The filter mud lifting structure includes a first drive sprocket, a second drive sprocket, and a second drive chain; The first transmission sprocket is rotatably mounted inside the end of the flat filter chamber that is away from the lifting filter chamber, and the second transmission sprocket is rotatably mounted inside the end of the lifting filter chamber that is away from the flat filter chamber, and the first transmission sprocket and / or the second transmission sprocket are rotatably driven. The second transmission chain is mounted on the second transmission sprocket and the first transmission sprocket.

6. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 5, characterized in that, The filter mud lifting structure also includes a directional tensioning sprocket; The directional tensioning sprocket is connected and mounted between the flat filter chamber and the lifting filter chamber, and the directional tensioning sprocket is connected to the second transmission chain for steering position transmission.

7. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 5, characterized in that, The filter mud lifting structure also includes a geared motor; The base of the geared motor is fixedly mounted on the outer wall of the lifting filter cavity, and a first transmission chain is installed between the rotational kinetic energy output end of the geared motor and the second transmission sprocket.

8. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 5, characterized in that, The second transmission chain is provided with several filtrate lifting trays at intervals along its travel path; The filtrate lifting tray includes a tray body and a plurality of filtrate holes formed in the tray body.

9. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 1, characterized in that, Also includes: The spiral extrusion structure includes a spiral extrusion shell and a motor-driven spiral blade that is interchangeably mounted at the center of the spiral extrusion shell. A spiral extrusion channel is formed between the motor-driven spiral blades and the spiral extrusion shell. The blade spacing of the motor-driven spiral blades gradually decreases, and the diameter of the motor-driven spiral blades and the diameter of the spiral extrusion shell also gradually decrease, so that the spiral extrusion channel gradually forms an extrusion effect. The spiral extrusion channel is connected to the output end of the filter mud lifting structure.

10. The hydrated sludge dry-wet separation device based on municipal street sweeping soil according to claim 9, characterized in that, The spiral extrusion shell and the motor-driven spiral blades are arranged vertically or obliquely.

Citation Information

Cited By

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