A slag pollution treatment structure

Abstract

The utility model relates to a slag treatment device technical field, especially in a kind of slag pollution disposal structure, comprising: base, bin body and compression part;Base includes transition section, first recess section and first inclined section connected in order along the direction away from the center of self, first inclined section is set up to the direction of being away from first recess section and inclines upward, and first recess section is equipped with first recess;Bin body includes frame and shell;Shell is used to form the space of soaking slag with frame jointly;Compression part is used when the bottom end of shell and the bottom end of first recess abut, so that the inner side wall of shell is closely attached to the groove wall of first recess away from first inclined section;The utility model quickly and conveniently opens or closes the open end of frame, and staff does not need to enter inside work from the highest place of treatment bin, is favorable for the rapid development cleaning work, improves slag cleaning efficiency, solves the problem that existing slag treatment bin is not conducive to the rapid development cleaning work, cleaning efficiency is low, and finally influence overall construction progress.

Description

Technical Field

[0001] This utility model relates to the technical field of waste soil treatment devices, and in particular to a waste soil pollution disposal structure. Background Technology

[0002] Tunnel boring machine (TBM) construction is a method of underground excavation using a tunnel boring machine (TBM), where excavation and lining operations are carried out inside the machine under the protection of a shield. The construction process generates a large amount of excavated soil, which often contains residual foaming agents and other chemicals. If the excavated soil is improperly dumped and not promptly removed, these chemicals can easily seep into the surface soil under the influence of rainwater and sewage, damaging the soil structure and causing pollution. Furthermore, the excavated soil can generate dust, polluting the surrounding air and negatively impacting the local environment and residents' lives.

[0003] The general process for treating construction waste involves workers transporting the waste to a treatment silo, adding a liquid containing optional chemicals to soak the waste, diluting the chemicals, draining the waste liquid, and finally collecting the waste for recycling. After treatment, a large amount of waste and gravel remains in the silo, requiring workers to enter and clean it to meet hygiene and construction standards. However, existing waste treatment silos are designed without doors, requiring workers to enter from the highest point of the silo, hindering rapid cleaning, resulting in low efficiency and ultimately impacting the overall construction progress. Utility Model Content

[0004] The main purpose of this utility model is to provide a structure for the disposal of construction waste pollution. By adopting a method of lifting the outer shell up and down, the opening end of the frame can be opened or closed quickly and conveniently. Workers do not need to enter the interior from the highest point of the disposal chamber to carry out the work, which is conducive to the rapid commencement of cleaning work, improves the efficiency of construction waste cleaning, and thus increases the construction speed. This solves the problem that existing construction waste disposal chambers are not conducive to the rapid commencement of cleaning work, have low cleaning efficiency, and ultimately affect the overall construction progress.

[0005] To achieve the above objectives, the present invention proposes a structure for treating construction waste pollution, comprising: a base, a silo body, and a clamping component; The base is horizontally arranged and includes a transition section, a first groove section and a first inclined section connected sequentially in a direction away from its own center. The transition section, the first groove section and the first inclined section are arranged around the center of the base. The first inclined section is inclined upward in a direction away from the first groove section. The first groove section is provided with a first groove. The silo body includes a hollow frame and an outer shell. The frame is mounted on the top of the transition section, and at least one end of the frame in the horizontal direction is open. The outer shell covers the frame and extends vertically. The outer shell, together with the frame, forms a space for soaking slag. The frame and the groove wall of the first groove away from the first inclined section are slidably connected vertically to the outer shell, and the outer shell is configured to match the shape of the first groove. The clamping member is disposed in the first groove. The clamping member is used to make the inner wall of the outer shell tightly adhere to the first groove away from the groove wall of the first inclined section when the bottom end of the outer shell abuts against the bottom end of the first groove.

[0006] Optionally, the transition section is planar to allow vehicles to enter the frame.

[0007] Optionally, the transition section includes a second inclined section and a second grooved section, the second inclined section being disposed between the second grooved section and the first grooved section, and the second grooved section and the first grooved section being respectively connected to the second inclined section; The second groove section is provided with a second groove, and the second inclined section is inclined upward in a direction away from the second groove section, and the slope of the second inclined section is less than the slope of the first inclined section; The waste pollution treatment structure also includes a slurry pump, which is disposed in the second groove. The slurry pump is used to supply liquid to the second groove or to extract liquid from the second groove.

[0008] Optionally, the waste pollution treatment structure further includes a liquid storage device, which is disposed on the outside of the base, and the first groove and the second groove are respectively connected to the liquid storage device. The liquid storage device is used to extract liquid from the first groove and to supply liquid to the second groove.

[0009] Optionally, the waste pollution treatment structure further includes a filtration device, which is disposed on the outside of the base. The second groove is connected to the filtration device, and the filtration device is used to filter the liquid drawn from the second groove.

[0010] Optionally, the waste pollution treatment structure further includes a flow pipe, the inlet end of which is connected to the filter device, and the outlet end of which is connected to the storage device.

[0011] Optionally, the silo body further includes a scraper, which is disposed at the top of the frame. One end of the scraper is fixedly connected to the frame, and the other end of the scraper is slidably connected to the outer shell. The scraper is used to scrape off residual slag from the inner wall of the outer shell.

[0012] Optionally, the base also has a boss section, the top of the first groove section is fixedly provided with the boss section, one end of the boss section in the horizontal direction is fixedly connected to the top of the groove wall of the first groove near the first inclined section, and the other end of the boss section in the horizontal direction extends toward the transition section. The clamping element is an annular airbag, which is configured to fit the shape of the first groove; The waste pollution treatment structure also includes a gas supply and release device and a gas supply pipe. The output end of the gas supply and release device is connected to the first end of the gas supply pipe, and the second end of the gas supply pipe is connected to the air bladder. The gas supply and release device is used to supply air into the air bladder to inflate it. The gas supply and release device is also used to evacuate air from the air bladder to retract it.

[0013] Optionally, the outer shell is made of a flexible material, and the chamber further includes a first rigid ring, a second rigid ring, and a counterweight. The first rigid ring is fixedly connected to the top inner wall of the outer shell, and the second rigid ring is fixedly connected to the bottom outer wall of the outer shell; the counterweight is fixedly connected to the second rigid ring, and the counterweight is used to increase the weight of the second rigid ring. When the bottom end of the outer shell abuts against the bottom end of the first groove, the first rigid ring is located above the frame, and the second rigid ring and the counterweight are both located above the airbag.

[0014] Optionally, the waste pollution treatment structure further includes a filter screen; the filter screen is disposed on the side of the protrusion section near the transition section, and the filter screen and the protrusion section are arranged side by side, one end of the filter screen in the horizontal direction is fixedly connected to the protrusion section, and the other end of the filter screen in the horizontal direction has a gap with the groove wall of the first groove.

[0015] Compared with the prior art, the embodiments of this utility model have the following beneficial effects: 1. In this waste soil pollution treatment structure, both the frame and the outer shell are hollow. The frame supports the outer shell, making it easy to cover the frame with the outer shell, which enables the waste soil pollution treatment structure to have high structural stability. The outer shell is used to enclose the frame and together with the frame, they form a space for soaking the waste soil. Simply adding liquid to this space can achieve the purpose of soaking the waste soil. 2. The frame and the groove wall of the first groove away from the first inclined section are respectively slidably connected to the outer shell. The outer shell adopts a vertical lifting method, and combined with the frame having an opening at one end along the horizontal direction, when the outer shell rises, the opening end of the frame is opened, allowing construction personnel to quickly enter the frame to carry out cleaning work, resulting in high cleaning efficiency. When the outer shell descends, the opening end of the frame is closed. The outer shell surrounds the frame, forming a space for soaking the slag. By setting clamping components, the inner wall of the outer shell is tightly attached to the groove wall of the first groove away from the first inclined section, improving the sealing of the space. This space can store liquid, thereby achieving the purpose of soaking the slag. This slag pollution treatment structure, by adopting a vertical lifting method for the outer shell, allows for quick and convenient opening or closing of the frame opening end. Workers do not need to enter the interior from the highest point of the treatment chamber, which is conducive to rapid cleaning work, improves slag cleaning efficiency, and thus increases construction speed. 3. In this waste soil pollution treatment structure, the first inclined section is inclined upward in the direction away from the first groove section. The first inclined section has a slope, which plays a certain role in blocking the liquid and can reduce the situation of liquid overflowing from the base. Attached Figure Description

[0016] Figure 1 This is a cross-sectional view of a waste pollution treatment structure (shell rising) according to an embodiment of the present invention; Figure 2 This is a partial cross-sectional schematic diagram of a slag pollution treatment structure (shell lowering) according to another embodiment of the present invention; Figure 3 for Figure 2 Enlarged view of point A in the middle; Figure 4 This is a schematic diagram of the base of a waste soil pollution treatment structure according to an embodiment of the present invention; Figure 5 This is a schematic diagram of the base of the slag pollution treatment structure according to another embodiment of the present invention; Figure 6 This is a top view of the base, frame, and outer shell of a waste soil pollution treatment structure according to an embodiment of the present invention; Figure 7 This is a schematic diagram of the base of the slag pollution treatment structure according to another embodiment of the present invention; Figure 8 This is a schematic diagram of the base of a waste soil pollution treatment structure according to another embodiment of the present invention; Figure 9 This is a top view of the base, frame, and outer shell of a waste soil pollution treatment structure according to another embodiment of the present invention.

[0017] In the attached diagram: 1. Base; 11. Transition section; 111. Second inclined section; 112. Second groove section; 1121. Second groove; 12. First groove section; 121. First groove; 13. First inclined section; 14. Boss section; 2. Tank body; 21. Frame; 22. Outer shell; 23. First rigid ring; 24. Second rigid ring; 25. Counterweight; 3. Clamping component; 4. Liquid storage device; 41. First connecting pipe; 42. Second connecting pipe; 43. Liquid storage tank; 5. Filter device; 51. Third connecting pipe; 52. First classification tank; 53. Second classification tank; 54. Third classification tank; 6. Slurry pump; 7. Flow pipe; 8. Filter screen; 81. Gap. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] It should be noted that all directional indicators (such as up, down, left, right, front, back, etc.) in this utility model embodiment are only used to explain the relative positional relationship and movement of each component in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicator will also change accordingly.

[0020] In this utility model, unless otherwise explicitly specified and limited, the terms "connection," "fixing," etc., should be interpreted broadly. For example, "fixing" can mean a fixed connection, a detachable connection, or an integral part; it can mean a mechanical connection or an electrical connection; it can mean a direct connection or an indirect connection through an intermediate medium; it can mean the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0021] Furthermore, in this utility model, descriptions involving "first," "second," etc., are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, features defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the word "and / or" throughout the text means including three parallel solutions; taking "A and / or B" as an example, it includes solution A, solution B, or a solution that simultaneously satisfies A and B. Furthermore, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this utility model.

[0022] This utility model proposes a structure for the disposal of construction waste pollution.

[0023] In the embodiments of this utility model, such as Figures 1 to 4 As shown, the waste pollution disposal structure includes: a base 1, a hopper 2, and a clamping component 3; The base 1 is horizontally arranged and includes a transition section 11, a first groove section 12 and a first inclined section 13 connected in sequence along a direction away from its own center. The transition section 11, the first groove section 12 and the first inclined section 13 are arranged around the center of the base 1. The first inclined section 13 is inclined upward in a direction away from the first groove section 12. The first groove section 12 is provided with a first groove 121. The silo body 2 includes a hollow frame 21 and an outer shell 22. The frame 21 is mounted on the top of the transition section 11, and at least one end of the frame 21 is open in the horizontal direction. The outer shell 22 covers the frame 21 and extends vertically. The outer shell 22 is used to form a space for soaking slag together with the frame 21. The frame 21 and the groove wall of the first groove 121 away from the first inclined section 13 are respectively slidably connected to the outer shell 22 vertically, and the outer shell 22 is set to match the shape of the first groove 121. The clamping member 3 is disposed in the first groove 121. The clamping member 3 is used to make the inner sidewall of the outer shell 22 tightly adhere to the groove wall of the first groove 121 away from the groove wall of the first inclined section 13 when the bottom end of the outer shell 22 abuts against the bottom end of the first groove 121.

[0024] In this waste soil pollution treatment structure, both the frame 21 and the outer shell 22 are hollow. The frame 21 supports the outer shell 22, making it easy to cover the outer shell 22 with the frame 21, which enables the waste soil pollution treatment structure to have high structural stability. The outer shell 22 is used to enclose the frame 21 and together with the frame 21, they form a space for soaking the waste soil. Simply adding liquid to this space can achieve the effect of soaking the waste soil. The frame 21 and the groove wall of the first groove 121 away from the first inclined section 13 are respectively slidably connected to the outer shell 22. The outer shell 22 adopts a vertical lifting method, and combined with the fact that one end of the frame 21 is open in the horizontal direction, when the outer shell 22 rises, the opening end of the frame 21 is opened, and the construction personnel can quickly enter the interior of the frame 21 to carry out cleaning work, which is highly efficient. When the outer shell 22 falls, the opening end of the frame 21 is closed. The outer shell 22 surrounds the frame 21, forming a space for soaking the slag. By setting the clamping member 3, the inner side wall of the outer shell 22 is tightly attached to the groove wall of the first groove 121 away from the first inclined section 13, which improves the sealing of the space. This space can store liquid, thereby achieving the purpose of soaking the slag. This slag pollution treatment structure adopts the vertical lifting method of the outer shell 22 to quickly and conveniently open or close the opening end of the frame 21. The workers do not need to enter the interior from the highest point of the treatment chamber to work, which is conducive to carrying out cleaning work quickly, improving the efficiency of slag cleaning, and thus improving the construction speed. In this waste soil pollution treatment structure, the first inclined section 13 is inclined upward in a direction away from the first groove section 12. The first inclined section 13 has a slope, which plays a certain role in blocking the liquid and can reduce the situation of liquid overflowing from the base 1.

[0025] This invention solves the problem that existing slag disposal bins are not conducive to rapid cleaning work, have low cleaning efficiency, and ultimately affect the overall construction progress.

[0026] It should be noted that although the waste soil pollution treatment structure is equipped with clamping component 3, in actual use, the space formed for soaking the waste soil is not completely sealed. Slight water seepage may occur in the first groove 121. However, the waste soil pollution treatment structure does not need to consider whether the space is completely sealed, and it is not required to soak the waste soil in a completely sealed state. It is sufficient to achieve the soaking of the waste soil.

[0027] Furthermore, in this waste pollution treatment structure, the frame 21 and the groove wall of the first groove 121 away from the first inclined section 13 can be slidably connected to the outer shell 22 in various ways. For example, a driving component can be provided, which can be fixedly installed at the top of the frame 21. The driving end of the driving component extends and retracts in the vertical direction, and the outer shell 22 is fixedly connected to the driving end of the driving component, thereby driving the outer shell 22 to slide up and down. Optionally, the driving component can be a cylinder, connected to the outer shell 22 through the telescopic shaft of the cylinder to drive the outer shell 22 to rise and fall. The driving component can also be a hydraulic cylinder or an electric telescopic rod, etc., that can realize the vertical sliding of the outer shell 22. This waste pollution treatment structure does not limit the specific type of driving component or its installation position. In addition, a slide rail can be provided. A slide rail extending in the vertical direction can be fixedly installed on the frame 21, and a slider can be slidably connected to the slide rail. The outer shell 22 is fixedly connected to the slider. In this way, with the cooperation of the slide rail and the slider, the frame 21 and the groove wall of the first groove 121 away from the first inclined section 13 can be slidably connected to the outer shell 22 in the vertical direction.

[0028] To further explain, when it is necessary to handle the slag, the slag is first transported into the frame 21. The outer shell 22 is then slid down to its bottom end, which abuts against the bottom end of the first groove 121, using a clamping member 3. The clamping member 3 applies a force to the outer shell 22 toward the wall of the first groove 121, causing the inner wall of the outer shell 22 to be tightly pressed against the wall of the first groove 121 away from the wall of the first inclined section 13. At this time, the space for soaking the slag has suitable sealing. Liquid is then added to this space to soak the slag. After soaking, the liquid inside is drained, and the slag is collected, transported, and recycled. The force of the clamping member 3 on the outer wall of the outer shell 22 is removed, and the outer shell 22 is raised using a drive member and a slide rail. The opening end of the frame 21 is opened, and workers can enter the frame 21 to clean up the slag and gravel, completing the cleaning work.

[0029] like Figures 4 to 6 As shown, in one embodiment of this application, the transition section 11 is a plane to allow vehicles to enter the frame 21.

[0030] By setting the transition section 11 as a plane, it is convenient for vehicles loaded with slag to enter the frame 21 and park in the transition section 11, and unload quickly in the transition section 11, which in turn facilitates the rapid soaking of the slag. Therefore, this slag pollution disposal structure has high unloading efficiency and high slag treatment efficiency.

[0031] like Figure 3 As shown, in one embodiment, the outer wall of the frame 21 along the horizontal direction and the groove wall of the first groove 121 are located on the same vertical plane. This can improve the smoothness of the shell 22 sliding up and down, thereby ensuring the stability of the use of this slag pollution disposal structure.

[0032] like Figure 6 As shown, in another embodiment, both the top of the frame 21 and the top of the outer shell 22 are open, so that liquid can be added into the space for soaking the slag from the top of the outer shell 22 and the top of the frame 21, thereby achieving the soaking of the slag.

[0033] The slope of the first inclined section 13 is too small, resulting in poor liquid barrier properties. In cases of large liquid volume, liquid can easily overflow from the base 1. For example... Figure 4 and Figure 5 The first inclined segment 13 represents two different slopes.

[0034] like Figure 1 , 2 As shown in Figures 7 and 8, in one embodiment of this application, the transition section 11 includes a second inclined section 111 and a second grooved section 112. The second inclined section 111 is disposed between the second grooved section 112 and the first grooved section 12, and the second grooved section 112 and the first grooved section 12 are respectively connected to the second inclined section 111. The second groove section 112 is provided with a second groove 1121, and the second inclined section 111 is inclined upward in a direction away from the second groove section 112, and the slope of the second inclined section 111 is less than the slope of the first inclined section 13. The waste pollution treatment structure also includes a slurry pump 6, which is installed in the second groove 1121. The slurry pump 6 is used to supply liquid to the second groove 1121 or to extract liquid from the second groove 1121.

[0035] In this waste soil pollution treatment structure, the second groove 1121 is used to house the slurry pump 6. By installing the slurry pump 6 in the second groove 1121, not only can liquid be supplied to the second groove 1121, but liquid can also be extracted from the second groove 1121. By setting the second inclined section 111, liquid can be guided into the second groove 1121, and combined with the rapid extraction of liquid from the second groove 1121 by the slurry pump 6, as much waste liquid as possible can be discharged, further improving the cleaning efficiency of this waste soil pollution treatment structure. In actual use, the waste soil is placed on the two second inclined sections 111, and then liquid is added to the silo 2 to soak the waste soil. After soaking is completed and the liquid is discharged, the remaining liquid is guided into the second groove 1121 through the inclined section 111. In addition, if the slurry pump 6 malfunctions later, a maintenance device can be placed in the second inclined section 111 to repair the slurry pump 6. This waste soil pollution treatment structure not only cleans the waste soil, but also facilitates the maintenance or repair of the slurry pump 6, further extending the service life of this waste soil pollution treatment structure.

[0036] It is understood that in this embodiment, the base 1 includes a second groove 1121, a second inclined segment 111, a first groove segment 12, and a first inclined segment 13 connected sequentially along a direction away from its own center. Preferably, the second groove segment 112 is positioned corresponding to the center of the base 1, which facilitates the subsequent design and adjustment of the positions of the second inclined segment 111, the first groove segment 12, and the first inclined segment 13.

[0037] The slope of the second inclined section 111 does not need to be too high. If the slope of the second inclined section 111 is too high, it will be difficult to control the liquid level and it will also be inconvenient to place the slag. The slag will easily slide into the second groove 1121 under its own weight, which will be detrimental to the subsequent discharge of waste liquid from the second groove 1121. Figure 7 and Figure 8 The first inclined segment 13 represents two different slopes.

[0038] like Figure 7 and 8 As shown, in one embodiment, the depth of the second groove 1121 is greater than the depth of the first groove 121. The second groove 1121 is located at the position of the second groove section 112, which corresponds to the space for soaking the slag. After soaking, the waste liquid in the entire space flows quickly into the second groove 1121 under the guiding action of the second inclined section 111. The second groove 1121 needs to store a large amount of waste liquid. By using the deeper second groove 1121, the capacity of the second groove 1121 is larger, which is conducive to the rapid discharge of waste liquid, so that construction personnel can quickly enter the frame for cleaning work after the liquid is drained.

[0039] like Figure 2 As shown, in one embodiment of this application, the slag pollution treatment structure further includes a liquid storage device 4, which is disposed on the outside of the base 1. The first groove 121 and the second groove 1121 are respectively connected to the liquid storage device 4. The liquid storage device 4 is used to extract liquid from the first groove 121 and to supply liquid to the second groove 1121.

[0040] By setting up the liquid storage device 4, not only can the liquid in the first groove 121 be extracted, but also the liquid can be supplied to the second groove 1121. Thus, by combining the liquid storage device 4 and the slurry pump 6, liquid can be supplied quickly when it is needed, and waste liquid can be discharged quickly after soaking, thereby further improving the cleaning efficiency of this slag pollution treatment structure.

[0041] To elaborate further, the outer side of base 1 refers to the side of base 1 that is furthest from its center.

[0042] like Figure 2As shown, in one embodiment, the first groove segment 12 is provided with a first liquid outlet (not shown in the figure) that communicates with the inner cavity of the first groove 121, and the second groove segment 112 is provided with a liquid inlet (not shown in the figure) that communicates with the inner cavity of the second groove 1121; the liquid storage device 4 includes a first connecting pipe 41, a second connecting pipe 42 and a liquid storage tank 43, the liquid inlet end of the first connecting pipe 41 is connected to the first liquid outlet, and the liquid outlet end of the first connecting pipe 41 is connected to the liquid storage tank 43; the liquid inlet end of the second connecting pipe 42 is connected to the liquid storage tank 43, and the liquid outlet end of the second connecting pipe 42 passes through the liquid inlet and is connected to the input end of the slurry pump 6.

[0043] like Figure 2 As shown, in one embodiment of this application, the slag pollution treatment structure further includes a filter device 5, which is disposed on the outside of the base 1. The second groove 1121 is connected to the filter device 5, and the filter device 5 is used to filter the liquid drawn from the second groove 1121.

[0044] By combining the filter device 5 and the slurry pump 6, the liquid in the second groove 1121 is first extracted, and then the liquid is filtered. By combining the liquid supply function of the liquid storage device 4 and the liquid pumping function of the filter device 5, the water level of the entire soaking slag space can be adjusted. This slag pollution treatment structure can flexibly determine the amount of liquid used according to the actual amount of slag. In addition, after the waste liquid is treated by the filter device 5, it can meet the environmental protection discharge requirements or recycling and reuse standards, and can prevent the waste liquid from polluting the environment.

[0045] like Figure 2 As shown, in one embodiment, the second groove segment 112 extends through a second liquid outlet (not shown) that communicates with the inner cavity of the second groove 1121; the filtration device 5 includes a third connecting pipe 51, a first grading tank 52, a second grading tank 53, and a third grading tank 54 connected in series; the inlet end of the third connecting pipe 51 passes through the second liquid outlet and is connected to the output end of the slurry pump 6, and the outlet end of the third connecting pipe 51 is connected to the first grading tank 52. The liquid drawn from the second groove 1121 passes through the first grading tank 52, the second grading tank 53, and the third grading tank 54 successively. Setting up three grading tanks can improve the filtration effect, and the liquid after three filtration processes can well meet the environmental discharge requirements or recycling and reuse standards.

[0046] like Figure 2 As shown, in one embodiment of this application, the waste pollution treatment structure further includes a flow pipe 7, with the inlet end of the flow pipe 7 connected to a filter device 5 and the outlet end of the flow pipe 7 connected to a storage device 4.

[0047] The liquid treated by the filtration device 5 meets the recycling and reuse standards. By setting up the flow pipe 7, the liquid can be introduced into the storage device 4 for recycling. In this way, not only can the production cost be reduced, but the environmental protection characteristics of this waste pollution disposal structure can also be improved.

[0048] In one embodiment of this application, the silo body 2 further includes a scraper, which is disposed at the top of the frame 21. One end of the scraper is fixedly connected to the frame 21, and the other end of the scraper is slidably connected to the outer shell 22. The scraper is used to scrape off the residual slag on the inner wall of the outer shell 22.

[0049] By setting a scraper (not shown in the figure), the residual soil on the inner wall of the outer shell 22 can be scraped off, preventing the residual soil from affecting the sliding effect between the outer shell 22 and the frame 21, and further ensuring that the outer shell 22 can slide smoothly up and down.

[0050] In one embodiment, the scraper is arranged around the top of the frame 21, so that the residual soil around the inner wall of the outer shell 22 can be scraped off, avoiding the situation where soil remains on the inner wall of the outer shell 22. Therefore, this soil pollution treatment structure has the advantage of good soil cleaning effect.

[0051] Preferably, the scraper is a scraper plate.

[0052] like Figures 1 to 3 As shown, in one embodiment of this application, the base 1 further has a boss section 14. The top end of the first groove section 12 is fixedly provided with the boss section 14. One end of the boss section 14 in the horizontal direction is fixedly connected to the top end of the groove wall of the first groove 121 near the first inclined section 13. The other end of the boss section 14 in the horizontal direction extends toward the transition section 11. The clamping element 3 is an annular airbag, and the airbag is designed to fit the shape of the first groove 121; The waste pollution treatment structure also includes a gas supply and venting device and a gas supply pipe. The output end of the gas supply and venting device is connected to the first end of the gas supply pipe, and the second end of the gas supply pipe is connected to the air bladder. The gas supply and venting device is used to supply air into the air bladder to inflate it. The gas supply and venting device is also used to evacuate the air bladder to retract it.

[0053] An air supply / de-gas device (not shown in the figure) supplies air to the airbag through an air supply pipe (not shown in the figure), causing the airbag to inflate. One horizontal end of the airbag abuts against the groove wall of the first groove 121 near the first inclined section 13, while the other horizontal end abuts against the outer wall of the outer shell 22. In this inflated state, the inner wall of the outer shell 22 is pressed tightly against the first groove 121, moving away from the groove wall of the first inclined section 13. Simultaneously, the airbag expands vertically, and the protrusion section 14 exerts a downward squeezing effect on the airbag, further concentrating the force exerted by the airbag on the outer wall of the outer shell 22. When the air supply / de-gas device extracts gas from the airbag through the air supply pipe, the airbag retracts and resets, releasing the force on the outer wall of the outer shell 22. Then, the outer shell 22 rises, opening the opening of the frame 21, allowing personnel to enter the frame 21 for cleaning work. By using airbags, the outer wall of the outer shell 22 can be quickly compressed, preventing it from loosening and effectively improving the sealing of the space soaked in excavated soil. It also allows for the rapid removal of force on the outer wall of the outer shell 22, facilitating quick entry of construction personnel into the frame 21 for cleaning work. Furthermore, the protruding section 14 can, to some extent, intercept excavated soil and gravel, reducing the likelihood of these materials falling into the first groove 121 and thus minimizing wear on the airbags.

[0054] To further explain, in this waste soil pollution treatment structure, the airbag has two states. When the outer shell 22 descends to the point where its bottom end abuts against the bottom end of the first groove 121, the air supply and release device supplies air to the airbag, causing it to inflate. At this time, the airbag is in an inflated state. When the outer shell 22 needs to rise and open the opening end of the frame 21, the air supply and release device evacuates the airbag, causing it to retract and reset. At this time, the airbag is in a contracted state.

[0055] like Figure 6 As shown, in one embodiment, the outer shell 22 is cylindrical, meaning its cross-section is circular, and the cross-section of the first groove 121 is also circular. The airbag is made of flexible material, and the cylindrical outer shell 22 facilitates placement of the airbag within the first groove 121. The airbag surrounds the outer shell 22, and the annular airbag fits more closely to the circular outer shell 22, resulting in a greater force exerted by the inflated airbag on the outer wall of the outer shell 22. This ensures that the inner wall of the outer shell 22 is tightly fitted to the groove wall of the first groove 121 away from the first inclined section 13, further improving the sealing of the space used for soaking the slag. In this embodiment, the frame 21 is rectangular.

[0056] like Figure 1 and 2 As shown, in another embodiment, both the outer shell 22 and the frame 21 are rectangular.

[0057] like Figure 1As shown, in one embodiment of this application, the outer shell 22 is made of flexible material, and the chamber 2 also includes a first rigid ring 23, a second rigid ring 24, and a counterweight 25; The first rigid ring 23 is fixedly connected to the inner wall of the top of the outer shell 22, and the second rigid ring 24 is fixedly connected to the outer wall of the bottom of the outer shell 22; the counterweight 25 is fixedly connected to the second rigid ring 24, and the counterweight 25 is used to increase the weight of the second rigid ring 24. When the bottom end of the outer shell 22 abuts against the bottom end of the first groove 121, the first rigid ring 23 is located above the frame 21, and the second rigid ring 24 and the counterweight 25 are both located above the airbag.

[0058] When the outer shell 22 is made of a flexible material, the hardness of the outer shell 22 is low. By setting the first rigid ring 23, the rigidity of the top of the outer shell 22 is improved, providing support for the top of the outer shell 22. By setting the second rigid ring 24, the rigidity of the bottom of the outer shell 22 is improved. Under the gravity of the counterweight 25, the outer shell 22 will not be too soft when it descends and abuts the bottom of the first groove 121. This can ensure that the space for soaking the slag has suitable sealing, which is conducive to adding liquid to the space to achieve the purpose of soaking the slag.

[0059] It should be noted that the counterweight 25 can be fixedly installed at the top end of the second rigid ring 24 or at the bottom end of the second rigid ring 24. This utility model does not limit the installation position of the counterweight 25.

[0060] Preferably, the counterweight 25 is a metal or non-metal counterweight block.

[0061] It should be noted that the outer shell 22 can be made of either flexible or rigid materials. When the outer shell 22 is made of rigid material, there is no need to install the first rigid ring 23, the second rigid ring 24, and the counterweight 25, because the outer shell 22 made of rigid material has suitable rigidity, which can further improve the structural strength of the entire silo 2, ensuring that the outer shell 22 can move up and down smoothly, ultimately achieving the purpose of soaking the slag. Figure 6 and 9 As shown, the outer shell 22 is made of rigid material, and both the top of the frame 21 and the top of the outer shell 22 are open.

[0062] It should be noted that the outer shell 22 and the airbag used in the embodiments of this utility model are commercially available products.

[0063] like Figure 3As shown, in one embodiment of this application, the slag pollution treatment structure further includes a filter screen 8; the filter screen 8 is disposed on the side of the protrusion section 14 near the transition section 11, and the filter screen 8 and the protrusion section 14 are arranged side by side, one end of the filter screen 8 in the horizontal direction is fixedly connected to the protrusion section 14, and the other end of the filter screen 8 in the horizontal direction has a gap 81 with the groove wall of the first groove 121.

[0064] By setting up the filter screen 8, the slag and gravel can be intercepted, preventing excessive slag and gravel from entering the first groove 121. This reduces the wear of the airbag caused by slag and gravel, and further prevents slag and gravel from being trapped between the airbag and the outer shell 22, thus affecting the airbag's pressing effect on the outer shell 22 and ensuring the airbag's pressing effect on the outer wall of the outer shell 22. The gap 81 is set to ensure that the outer shell 22 can descend smoothly until the bottom end of the outer shell 22 connects with the bottom end of the first groove 121, ensuring that the airbag presses firmly against the outer wall of the outer shell 22.

[0065] In one embodiment, the waste soil pollution treatment structure further includes a flexible pad (not shown in the figure), which is disposed within the first groove 121 and fixedly connected to the groove wall of the first groove 121 near the first inclined section 13. In actual use, waste soil and gravel may fall into the first groove 121. When the end of the airbag abuts against the groove wall of the first groove 121, the airbag may be damaged or punctured due to trapping the gravel. To avoid this, the flexible pad disposed between the groove wall and the airbag can buffer the airbag, further extending the service life of the waste soil pollution treatment structure.

[0066] The technical principles of this utility model have been described above with reference to specific embodiments. These descriptions are merely for explaining the principles of this utility model and should not be construed as limiting the scope of protection of this utility model in any way. Based on this explanation, those skilled in the art can readily conceive of other specific embodiments of this utility model without any inventive effort, and these embodiments will all fall within the scope of protection of this utility model.

Claims

1. A structure for treating construction waste pollution, characterized in that, include: Base, chamber, and clamping components; The base is horizontally arranged and includes a transition section, a first groove section and a first inclined section connected sequentially in a direction away from its own center. The transition section, the first groove section and the first inclined section are arranged around the center of the base. The first inclined section is inclined upward in a direction away from the first groove section. The first groove section is provided with a first groove. The silo body includes a hollow frame and an outer shell. The frame is mounted on the top of the transition section, and at least one end of the frame in the horizontal direction is open. The outer shell covers the frame and extends vertically. The outer shell, together with the frame, forms a space for soaking slag. The frame and the groove wall of the first groove away from the first inclined section are slidably connected vertically to the outer shell, and the outer shell is configured to match the shape of the first groove. The clamping member is disposed in the first groove. The clamping member is used to make the inner wall of the outer shell tightly adhere to the first groove away from the groove wall of the first inclined section when the bottom end of the outer shell abuts against the bottom end of the first groove.

2. The structure for treating construction waste pollution according to claim 1, characterized in that, The transition section is planar, allowing vehicles to enter the frame.

3. The structure for treating construction waste pollution according to claim 1, characterized in that, The transition section includes a second inclined section and a second grooved section. The second inclined section is disposed between the second grooved section and the first grooved section, and the second grooved section and the first grooved section are respectively connected to the second inclined section. The second groove segment is provided with a second groove, and the second inclined segment is inclined upward in a direction away from the second groove segment, and the slope of the second inclined segment is less than the slope of the first inclined segment; The waste pollution treatment structure also includes a slurry pump, which is disposed in the second groove. The slurry pump is used to supply liquid to the second groove or to extract liquid from the second groove.

4. The structure for treating construction waste pollution according to claim 3, characterized in that, The waste pollution treatment structure also includes a liquid storage device, which is located on the outside of the base. The first groove and the second groove are respectively connected to the liquid storage device. The liquid storage device is used to extract liquid from the first groove and to supply liquid to the second groove.

5. The structure for treating construction waste pollution according to claim 4, characterized in that, The waste pollution treatment structure also includes a filtration device, which is located on the outside of the base. The second groove is connected to the filtration device, and the filtration device is used to filter the liquid drawn from the second groove.

6. The structure for treating construction waste pollution according to claim 5, characterized in that, The waste pollution treatment structure also includes a flow pipe, the inlet end of which is connected to the filter device, and the outlet end of which is connected to the storage device.

7. The structure for treating construction waste pollution according to claim 2 or 3, characterized in that, The silo body also includes a scraper, which is located at the top of the frame. One end of the scraper is fixedly connected to the frame, and the other end of the scraper is slidably connected to the outer shell. The scraper is used to scrape off residual slag from the inner wall of the outer shell.

8. The structure for treating construction waste pollution according to claim 1, characterized in that, The base also has a boss section, and the boss section is fixedly provided at the top of the first groove section. One end of the boss section in the horizontal direction is fixedly connected to the top of the groove wall of the first groove near the first inclined section, and the other end of the boss section in the horizontal direction extends toward the transition section. The clamping element is an annular airbag, which is configured to fit the shape of the first groove; The waste pollution treatment structure also includes a gas supply and release device and a gas supply pipe. The output end of the gas supply and release device is connected to the first end of the gas supply pipe, and the second end of the gas supply pipe is connected to the air bladder. The gas supply and release device is used to supply air into the air bladder to inflate it. The gas supply and release device is also used to evacuate air from the air bladder to retract it.

9. The structure for treating construction waste pollution according to claim 8, characterized in that, The outer shell is made of a flexible material, and the chamber also includes a first rigid ring, a second rigid ring, and a counterweight. The first rigid ring is fixedly connected to the top inner wall of the outer shell, and the second rigid ring is fixedly connected to the bottom outer wall of the outer shell; the counterweight is fixedly connected to the second rigid ring, and the counterweight is used to increase the weight of the second rigid ring. When the bottom end of the outer shell abuts against the bottom end of the first groove, the first rigid ring is located above the frame, and the second rigid ring and the counterweight are both located above the airbag.

10. The structure for treating construction waste pollution according to claim 8, characterized in that, The waste pollution treatment structure also includes a filter screen; the filter screen is disposed on the side of the protrusion section near the transition section, and the filter screen and the protrusion section are arranged side by side. One end of the filter screen in the horizontal direction is fixedly connected to the protrusion section, and the other end of the filter screen in the horizontal direction has a gap with the groove wall of the first groove.

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