River sediment in-situ passivation repair device
By designing a river bottom mud in situ passivation repair device including repair shell, fixing ring plate, fixed column and annular water cylinder, the problem of poor stability of the repair device under the action of river water flow in the prior art is solved, and a higher quality and efficiency of bottom mud repair is achieved.
Patent Information
- Application Number
- CN202421812565.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-30
- Publication Date
- 2025-05-30
- Estimated Expiration
- 2034-07-30
AI Technical Summary
The existing river bottom sludge in situ passivation repair device has poor stability under the action of river water flow, resulting in a decrease in repair quality.
A river bottom mud in situ passivation repair device is designed, including repairing the shell, fixing ring plate, fixing column, strip chute, cylindrical part and annular water cylinder. By inserting the fixed column into the river bottom, adding water to the annular water cylinder to increase the counterweight, further inserting the base mud into the fixed column to improve the stability of the repair shell.
It effectively improves the stability of the repair device under different flow velocities, avoids the instability problems caused by water flow, and improves the quality and efficiency of bottom sludge repair.
Smart Images

Figure CN222923029U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of environmental protection, in particular to an in-situ passivation and repair device for river sediment. Background Art
[0002] In-situ passivation and repair of river sediment is an environment-friendly water pollution treatment technology, mainly used to reduce or eliminate the process of pollutants in the bottom sediments of rivers, lakes and other water bodies being released into the water body. The core of the in-situ passivation and repair technology lies in using chemical or biological agents to directly act on the surface or inside of the sediment. At present, in the process of acting on the inside of the sediment in the prior art, due to the action of the river flow, the repair device will fluctuate and has poor stability, resulting in a reduction in the quality of sediment repair. Summary of the Utility Model
[0003] The purpose of the utility model is to provide an in-situ passivation and repair device for river sediment to solve the problems raised in the above background art.
[0004] The utility model solves its technical problems by adopting the following technical solutions:
[0005] An in-situ passivation and repair device for river sediment includes a repair housing. A fixed ring plate is fixedly sleeved on the outer end face of the repair housing. The outer end edge of the fixed ring plate is equidistantly provided with notches. Each notch is respectively provided with a fixed column. Each fixed column is provided with a strip-shaped chute running through it. A cylindrical part is fixedly installed between the side walls of each notch. The cylindrical part passes through the corresponding strip-shaped chute. An annular water cylinder is slidably installed on the outer ring end face of the repair housing.
[0006] Preferably, the annular water cylinder is provided with a protruding ring part. The lower end face of the protruding ring part is equidistantly provided with water bag parts corresponding to the fixed columns. Each water bag part is respectively fixedly connected to the outer end face of the corresponding fixed column.
[0007] Preferably, the lower end face of the annular water cylinder is fixedly provided with a protruding ring strip. The upper end face of each fixed column is respectively provided with a groove. The protruding ring strip is slidably embedded in the groove.
[0008] Preferably, a repair pipe is fixedly installed at the discharge port at the bottom of the repair housing, and a hose is fixedly connected to the feeding port at the upper end face of the repair housing.
[0009] Preferably, the outer side surface of the water bag part is provided with a corrugated part.
[0010] Preferably, a water pipe is fixedly communicated with the upper end face of the annular water cylinder.
[0011] The advantages and positive effects of the utility model are:
[0012] When the present utility model repairs the bottom mud, fixed columns are inserted into the river bottom around, so that the stability of the repair shell is better, and it can effectively cope with water flows of different velocities. Thus, it effectively avoids quality problems caused by instability due to water flow during the passivation repair of the bottom mud. Moreover, it is very convenient to pull out and recycle, which not only improves the quality during the repair, but also speeds up the efficiency of the bottom mud repair. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] The present utility model will be further described below in conjunction with the drawings and embodiments.
[0014] Figure 1 It is a schematic diagram of the overall structure of an in-situ passivation repair device for river bottom mud of the present utility model;
[0015] Figure 2 It is a schematic diagram of the bottom view structure of an in-situ passivation repair device for river bottom mud of the present utility model;
[0016] Figure 3 It is a schematic diagram of the structure of the component annular water cylinder in an in-situ passivation repair device for river bottom mud of the present utility model;
[0017] Figure 4 It is a schematic diagram of the structure of the component annular water cylinder of an in-situ passivation repair device for river bottom mud of the present utility model;
[0018] Figure 5 It is a schematic diagram of the structure at the fixed column of the component of an in-situ passivation repair device for river bottom mud of the present utility model;
[0019] Figure 6 It is a schematic diagram of the structure at the fixed column of the component of an in-situ passivation repair device for river bottom mud of the present utility model;
[0020] Figure 7 For the present utility model Figure 3 The partial enlarged structure schematic diagram at A.
[0021] The marks in the drawings are described separately as follows: repair shell 10; hose 11; water pipe 12; annular water cylinder 13; water sac part 14; corrugated part 15; fixed ring plate 16; strip-shaped chute 17; fixed column 18; repair pipe 19; notch 20; cylindrical part 21; groove 22; raised ring strip 23. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0022] The present utility model will now be described in further detail with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of them. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model. These drawings are all simplified schematic diagrams, only illustrating the basic structure of the present utility model in a schematic manner, and thus only showing the components related to the present utility model.
[0023] To facilitate the understanding of the present utility model, the present utility model will be described more comprehensively below with reference to the relevant drawings. Several embodiments of the present utility model are given in the drawings. However, the present utility model can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the disclosure of the present utility model more thorough and comprehensive.
[0024] The following will be combined with Figures 1-7 to describe the present utility model in detail. Among them, for the convenience of narration, the following directions are defined as follows: The up, down, left, right, front, and back directions mentioned below are the same as the front, back, left, right, up, and down directions of the view direction, Figure 1 and the direction shown is the same as the up, down, left, right, front, and back directions of the front view direction of the device of the present utility model. Figure 1
[0025] In the present utility model, unless otherwise clearly defined and limited, terms such as "installation", "connection", "connection", "fixation", etc. shall be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or integrated; it can be a mechanical connection, a direct connection, or an indirect connection through an intermediate medium. It can be the communication inside at least two elements or the interaction relationship between at least two elements, unless otherwise clearly limited. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0026] The following will further describe the embodiments of the present utility model in detail with reference to the drawings:
[0027] Please refer to Figures 1-7 The utility model provides an embodiment: an in-situ passivation and repair device for riverbed mud, comprising a repair shell 10, the interior of the repair shell 10 is hollow, which is convenient for storing substances used for the passivation and repair of riverbed mud, including chemical passivation: adding chemical agents, such as lime, iron salts, aluminum salts, phosphates, etc., which can form insoluble precipitates with heavy metals, thereby reducing their bioavailability and mobility; using materials such as polymers, clay minerals or activated carbon to adsorb organic pollutants to reduce their re-release into the water body; and microbial passivation: introducing specific microorganisms or microbial enzymes, which can degrade organic pollutants in the mud, such as petroleum hydrocarbons and PAHs, and a hose 11 is fixedly connected to the feed inlet on the upper end surface of the repair shell 10, and the repaired substance is transported into the repair shell 10 from the outside through the hose 11, and a repair pipe 19 is fixedly installed at the discharge port at the bottom of the repair shell 10, and the repair pipe 19 is inserted into the The repair tube 19 is inserted into the bottom mud of the river channel, and the repair material is discharged from the repair tube 19 to act on the inside of the bottom mud to passivate and repair the bottom mud. When the repair tube 19 is inserted into the bottom mud of the river channel, it may be unstable due to the action of the river channel water flow. Therefore, a fixed ring plate 16 is fixedly sleeved on the outer end face of the repair shell 10, and notches 20 are evenly distributed at the outer end edge of the fixed ring plate 16. A fixed column 18 is respectively arranged in each of the notches 20, and a strip chute 17 is provided through each of the fixed columns 18. A cylindrical portion 21 is fixedly installed between the side walls of each of the notches 20, and the cylindrical portion 21 passes through the corresponding strip chute 17. An annular water cylinder 13 is slidably installed on the outer ring end face of the repair shell 10, and a raised ring strip 23 is fixedly arranged on the lower end face of the annular water cylinder 13. A groove 22 is respectively arranged on the upper end face of each of the fixed columns 18, and the raised ring strip 23 is slidably embedded in the groove 22;
[0028] When the repair pipe 19 is inserted into the bottom mud, the surrounding fixing columns 18 are also inserted into the bottom mud to fix the repair shell 10. At the same time, water can be added to the inner cavity of the annular water cylinder 13 through the water pipe 12 connected to the upper end of the annular water cylinder 13, so that the counterweight of the annular water cylinder 13 becomes heavier, thereby pressing the fixing columns 18 to be inserted downward into the bottom mud again, so that the stability of the repair shell 10 is better, and it can effectively cope with water flows with different flow rates.
[0029] It should be noted that, for the convenience of taking out the device from the sediment in the later stage, in this embodiment, a protruding ring part is provided on the annular water cylinder 13. The lower end surface of the protruding ring part is equidistantly provided with water bag parts 14 corresponding to the fixed columns 18. Each water bag part 14 is fixedly connected to the outer side end surface of the corresponding fixed column 18. A corrugated part 15 is provided on the outer side surface of the water bag part 14. The inner cavity of the water bag part 14 is communicated with the annular water cylinder 13. The whole water bag part 14 is attached to the outer side end surface of the fixed column 18. Once water is injected into the annular water cylinder 13, the water will fill into each water bag part 14, so that the water bag part 14 bulges. The bulging water bag part 14 can greatly improve the friction with the sediment by using the corrugated part 15 on the surface layer, thereby further improving the stability during passivation repair. After the repair is completed, only the water in the annular water cylinder 13 needs to be pumped out, and the water bag part 14 will naturally deflate, so that a cavity appears between the fixed column 18 and the sediment, which is convenient for pulling out.
[0030] During specific implementation, the repair housing 10 is placed in the river channel, so that the repair pipe 19 is inserted into the sediment, and the surrounding fixed columns 18 are also inserted into the sediment to fix the repair housing 10. At the same time, water can be added to the inner cavity of the annular water cylinder 13 through the water pipe 12 communicated with the upper end of the annular water cylinder 13, so that the weight of the annular water cylinder 13 becomes heavier, thereby pressing the fixed column 18 to insert deeper into the sediment again, making the stability of the repair housing 10 better and effectively coping with water flows of different velocities. Once water is injected into the annular water cylinder 13, the water will fill into each water bag part 14, so that the water bag part 14 bulges. The bulging water bag part 14 can greatly improve the friction with the sediment by using the corrugated part 15 on the surface layer, thereby further improving the stability during passivation repair. When the repair substance is transported into the repair housing 10 through the hose 11 from the outside, a repair pipe 19 is fixedly installed at the discharge port at the bottom of the repair housing 10. The repair pipe 19 is inserted into the sediment of the river channel, and the repair substance is discharged from the repair pipe 19 and acts on the inside of the sediment to perform passivation repair on the sediment. After the repair is completed, only the water in the annular water cylinder 13 needs to be pumped out, and the water bag part 14 will naturally deflate, so that a cavity appears between the fixed column 18 and the sediment, which is convenient for pulling out.
[0031] It should be emphasized that the embodiments described in the present invention are illustrative rather than restrictive. Therefore, the present invention is not limited to the embodiments described in the specific implementation manners. Any other implementation manners obtained by those skilled in the art according to the technical solutions of the present invention also belong to the scope of protection of the present invention.
Claims
1. A riverbed mud in-situ passivation repair device, comprising a repair shell (10), characterized in that: A fixed ring plate (16) is fixedly sleeved on the outer end surface of the repair shell (10), and slots (20) are evenly spaced at the outer edge of the fixed ring plate (16). A fixed column (18) is respectively arranged in each of the slots (20), and a strip-shaped slide groove (17) is provided through each of the fixed columns (18). A cylindrical portion (21) is fixedly installed between the side walls of each of the slots (20), and the cylindrical portion (21) passes through the corresponding strip-shaped slide groove (17). An annular water cylinder (13) is slidably installed on the outer ring end surface of the repair shell (10).
2. The in-situ passivation repair device for riverbed mud according to claim 1 is characterized in that: The annular water cylinder (13) is provided with a protruding ring portion, and water bag portions (14) corresponding to the fixing columns (18) are equidistantly mounted on the lower end surface of the protruding ring portion, and each of the water bag portions (14) is respectively fixedly connected to the outer end surface of the corresponding fixing column (18).
3. The in-situ passivation repair device for riverbed mud according to claim 2 is characterized in that: The lower end surface of the annular water cylinder (13) is fixedly provided with a raised ring strip (23), and the upper end surface of each of the fixed columns (18) is respectively provided with a groove (22), and the raised ring strip (23) is slidably embedded in the groove (22).
4. The in-situ passivation repair device for riverbed mud according to claim 3 is characterized by: A repair pipe (19) is fixedly installed at the discharge port at the bottom of the repair shell (10), and a hose (11) is fixedly connected to the inlet port on the upper end surface of the repair shell (10).
5. The in-situ passivation repair device for riverbed mud according to claim 2 is characterized in that: A corrugated portion (15) is provided on the outer side surface of the water bag portion (14).
6. The in-situ passivation repair device for riverbed mud according to claim 1 is characterized by: The upper end surface of the annular water cylinder (13) is fixedly connected to a water pipe (12).