Treatment device for sewage in construction waste

By using sewage potential energy to drive the mixing of flocculant with sewage in the sewage treatment device in construction waste, the problem that the prior art cannot effectively treat harmful substances in the sewage is solved, and efficient sewage treatment and flocculant utilization are achieved.

CN119822479AInactive Publication Date: 2025-04-15青岛绿帆盛达新型墙体材料科技有限公司

Patent Information

Application Number
CN202510307404.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-03-17
Publication Date
2025-04-15
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The sewage treatment device in existing construction waste cannot effectively treat the substances dissolved in water, resulting in the precipitation of harmful substances and causing damage to the environment.

Method used

When the sewage is discharged to the settlement tank, the potential energy of the sewage drives the flocculant to mix with the sewage, and accelerates the precipitation of the substances in the dissolved sewage. The device automatically adjusts the dosage of flocculant by using the flow of sewage to improve the effective utilization rate of flocculant.

Benefits of technology

It effectively accelerates the precipitation of dissolved substances in sewage, improves sewage treatment efficiency, improves the utilization rate of flocculants, and reduces environmental pollution.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to the technical field of sewage treatment, and discloses a treatment device for sewage in construction waste, which comprises a hydraulic driving type mixing mechanism and a driven type flocculant discharging mechanism. According to the treatment device for the sewage in the construction waste, when the sewage is discharged into the sedimentation tank, a flocculating agent can be driven to flow along with the sewage and be mixed by utilizing potential energy of the sewage, so that substances dissolved in the sewage are subjected to an accelerated sedimentation effect, the sewage treatment efficiency is improved, in addition, the device generates a driving phenomenon on the flocculating agent by utilizing flowing of the sewage, and the sewage treatment effect is improved. Therefore, the mixing dosage of the flocculating agent can be automatically adjusted according to the sewage discharge speed, so that the effective utilization rate of the flocculating agent is improved.
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Description

Technical Field

[0001] The invention relates to the technical field of sewage treatment, in particular to a device for treating sewage in construction waste. Background Art

[0002] A large amount of water is used in the construction process, and part of the construction waste will be discharged as wastewater. The construction wastewater needs to be treated when it is discharged, so corresponding sewage treatment equipment is needed.

[0003] For example, a Chinese patent with publication number "CN213569848U" discloses "a device for treating sewage in construction waste", whose main structure includes a base, a crushing box fixedly installed on the surface of the base, a speed brake fixedly installed inside the crushing box, and a garbage inlet fixedly installed on the outside of the crushing box. The device for treating sewage in construction waste, by setting up a vibration block, a screen and a collection box, uses the vibration of the vibration block to drive the screen to vibrate, so that the construction waste falling on the surface of the screen is screened, and the larger garbage that has not been completely crushed is collected, and the collected larger garbage is put into the crushing box from the garbage inlet again for crushing, which effectively solves the problem of incomplete crushing of construction waste. By setting up a filter screen plate, it can effectively remove particulate impurities in construction sewage, and the impurity removal effect is significant, preventing particles from clogging the filter holes of the filter device and affecting the filtering effect, making the sewage filtering effect more stable.

[0004] However, there are also a large number of substances dissolved in water in the sewage from construction waste. These substances will settle over time, causing sludge or harmful substances to be produced in the discharge area. The sewage treatment equipment in the above-mentioned construction waste cannot treat the dissolved substances, causing these harmful substances to damage the environment along with the discharge of sewage. Summary of the invention

[0005] In view of the deficiencies in the prior art, the present invention provides a treatment device for sewage in construction waste, which can utilize the potential energy of the sewage to drive the flocculant to flow and mix with the sewage when the sewage is discharged into the sedimentation tank, thereby accelerating the precipitation effect of substances dissolved in the sewage and improving the efficiency of sewage treatment. In addition, the device utilizes the flow of sewage to drive the flocculant, and therefore can autonomously adjust the dosage of the flocculant mixed in according to the sewage discharge speed, thereby improving the effective utilization rate of the flocculant and solving the above-mentioned technical problems.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a device for treating sewage in construction waste, comprising a bottom fixed base plate and a top fixed base plate located above the bottom fixed base plate, and also comprising a hydraulically driven mixing mechanism, wherein a No. 1 hollow shell located above the bottom fixed base plate and having the top fixed base plate installed on the periphery thereof is provided inside the device, a No. 1 rotating shaft installed inside the No. 1 hollow shell and capable of generating a rotation phenomenon when sewage is flushed into the No. 1 hollow shell, a spiral guide vane located directly below the No. 1 hollow shell and capable of generating a turbulent flow phenomenon for the liquid from the inside of the No. 1 hollow shell, and a spiral guide vane arranged outside the No. 1 hollow shell. The outer circumferential surface of the shell can allow sewage to be injected into the sewage injection channel inside the No. 1 rotating shaft in a direction deviating from one side of the No. 1 rotating shaft; and a driven flocculant discharge mechanism, wherein a No. 2 hollow shell is fixedly installed just above the No. 1 hollow shell and the internal structure of which is connected to the internal structure of the No. 1 hollow shell, a flocculant flow cylinder is arranged at the top of the No. 2 hollow shell and the interior is hollow, a No. 3 hollow shell is arranged at the top of the flocculant flow cylinder and the interior is hollow, a spiral blade is installed inside the flocculant flow cylinder and can rotate, and a No. 3 connecting plate is installed in the No. 2 hollow shell and rotates with the No. 1 rotating shaft.

[0007] Preferably, the hydraulically driven mixing mechanism comprises a No. 1 hollow shell, a sewage flushing cavity is arranged inside the No. 1 hollow shell, a conical guide cylinder with an integral structure therewith is arranged at the bottom of the No. 1 hollow shell, a liquid discharge cylinder with an integral structure therewith and a hollow structure inside is arranged at the bottom end of the conical guide cylinder, a plurality of spiral guide plates with an integral structure therewith are arranged at the circumferential inner wall of the liquid discharge cylinder, a No. 1 shaft body mounting hole connecting the external space and the top of the sewage flushing cavity is arranged at the top center of the No. 1 hollow shell, and three A No. 2 liquid flow hole in a circular array is connected to the external space and the top of the sewage-flushed cavity. The No. 1 hollow shell is provided with a No. 1 rotating shaft that can rotate through a bearing installed inside the No. 1 shaft body mounting hole. A No. 1 connecting plate is fixedly installed on the top of the No. 1 rotating shaft. A rotating impeller is fixedly installed on the shaft body located inside the sewage-flushed cavity. The outer circumferential surface of the No. 1 hollow shell is provided with three sewage injection channels in a circular array. The interior of the sewage injection channel is provided with a No. 1 liquid flow hole that connects the external space and the circumferential side of the sewage-flushed cavity.

[0008] Preferably, a plurality of the spiral guide vanes are arranged in a ring array on the circumferential inner wall of the liquid discharge cylinder.

[0009] Preferably, the sewage flowing from the first liquid flow hole into the cavity can generate an impact force on the rotating impeller, thereby driving the rotating impeller to rotate.

[0010] Preferably, the driven flocculant discharge mechanism includes a No. 2 hollow shell, the top of the No. 2 hollow shell is provided with a flocculant flow cylinder with an integral structure therewith, the top of the flocculant flow cylinder is provided with a No. 3 hollow shell with an integral structure therewith, the bottom of the No. 2 hollow shell is provided with three docking channels with an integral structure therewith, the bottom end of each of the docking channels is provided with a No. 2 connecting plate with an integral structure therewith and fixedly mounted on the upper surface of the No. 1 hollow shell, the interior of the No. 2 hollow shell is provided with a liquid flow cavity, the interior of the docking channel is provided with a No. 3 liquid flow hole connecting the bottom end of the liquid flow cavity and the top end of the No. 2 liquid flow hole, the interior of the flocculant flow cylinder is provided with a flocculant delivery hole whose bottom end is connected to the top end of the liquid flow cavity, the interior of the No. 3 hollow shell is provided with a conical flocculant drainage cavity whose bottom end is connected to the top end of the flocculant delivery hole, the top center of the No. 3 hollow shell A No. 2 shaft mounting hole is provided which connects the external space and the top of the conical flocculant drainage chamber, a flocculant injection channel which connects the external space and the top of the conical flocculant drainage chamber is provided at the top edge of the No. 3 hollow shell, a No. 3 shaft mounting hole which connects the external space and the center of the bottom of the liquid flow chamber is provided at the bottom center of the No. 2 hollow shell, a No. 2 rotating shaft is arranged at the center of the No. 2 shaft mounting hole, the conical flocculant drainage chamber, the flocculant delivery hole, the liquid flow chamber and the No. 3 shaft mounting hole, the No. 2 rotating shaft is installed inside the No. 2 shaft mounting hole and the No. 3 shaft mounting hole through bearings at the shaft bodies located inside the No. 2 shaft mounting hole and the No. 3 shaft mounting hole, the No. 2 rotating shaft is provided with spiral blades which are integrally formed with the shaft bodies located inside the conical flocculant drainage chamber and the flocculant delivery hole, and a No. 3 connecting plate which is fixedly connected to the No. 1 connecting plate is fixedly installed at the bottom end of the No. 2 rotating shaft.

[0011] Preferably, when the rotating impeller rotates with the impact of sewage, the rotation of the spiral blades causes the liquid around the spiral blades to flow in a downward direction.

[0012] Preferably, it also includes a longitudinal support height adjustment mechanism, which is internally provided with a No. 1 externally threaded rod and a No. 2 externally threaded rod fixedly connected to the bottom fixed base plate and the top fixed base plate located above the bottom fixed base plate, a longitudinal threaded sleeve threadedly connected to the No. 1 externally threaded rod and the No. 2 externally threaded rod and capable of changing the distance between the No. 1 externally threaded rod and the No. 2 externally threaded rod when rotating, and a polygonal limit rod inserted at the axis of the No. 1 externally threaded rod and the No. 2 externally threaded rod and capable of preventing the No. 1 externally threaded rod and the No. 2 externally threaded rod from rotating relative to each other.

[0013] Preferably, the longitudinal support height adjustment mechanism includes a longitudinal threaded sleeve, a No. 1 externally threaded rod and a No. 2 externally threaded rod, one end of the longitudinal threaded sleeve is provided with a No. 1 internally threaded cavity with an inwardly concave structure, the other end of the longitudinal threaded sleeve is provided with a No. 2 internally threaded cavity with an inwardly concave structure, the rod body of the No. 1 externally threaded rod is installed inside the No. 1 internally threaded cavity through the No. 1 threaded structure, and the rod body of the No. 2 externally threaded rod is installed inside the No. 2 internally threaded cavity through the No. 2 threaded structure, the No. 1 externally threaded rod and the No. 2 externally threaded rod are provided with polygonal limiting cavities with inwardly concave structures at opposite ends, a polygonal limiting rod inserted into the polygonal limiting cavity is fixedly installed at the center of the longitudinal threaded sleeve, one end of the No. 1 externally threaded rod is provided with a No. 1 connecting plate which is integrally connected with it and fixedly connected to the upper end surface of the bottom fixed base plate, and one end of the No. 2 externally threaded rod is provided with a No. 2 connecting plate which is integrally connected with it and fixedly connected to the bottom end of the top fixed base plate.

[0014] Preferably, the structural shape of the polygonal limit cavity cross section is consistent with the structural shape of the polygonal limit rod cross section, both are polygonal structures, and the structural dimensions of the polygonal limit cavity cross section match the structural dimensions of the polygonal limit rod cross section.

[0015] Preferably, the No. 1 thread structure includes an internal thread structure arranged inside the No. 1 internal thread cavity and an external thread structure arranged on the No. 1 external thread rod body, and the No. 2 thread structure includes an internal thread structure arranged inside the No. 2 internal thread cavity and an external thread structure arranged on the No. 2 external thread rod body, and the spiral direction of the No. 1 thread structure is opposite to the spiral direction of the No. 2 thread structure.

[0016] Compared with the prior art, the present invention provides a device for treating sewage in construction waste, which has the following beneficial effects: When sewage is discharged into the sedimentation tank, the potential energy of the sewage can be used to drive the flocculant to flow and mix with the sewage, thereby accelerating the precipitation of substances dissolved in the sewage and improving the efficiency of sewage treatment. In addition, the device uses the flow of sewage to drive the flocculant, so it can independently adjust the dosage of the flocculant according to the speed of sewage discharge, thereby improving the effective utilization rate of the flocculant. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 A perspective view of the present invention; Figure 2 is a three-dimensional cross-sectional view of the present invention; Figure 3 It is a three-dimensional cross-sectional view of the hydraulically driven mixing mechanism of the present invention at a first viewing angle; Figure 4 It is a three-dimensional cross-sectional view of the hydraulically driven mixing mechanism of the present invention at a second viewing angle; Figure 5 It is a stereoscopic diagram of the driven flocculant discharge mechanism of the present invention; Figure 6 It is a three-dimensional cross-sectional view of the driven flocculant discharge mechanism of the present invention; Figure 7 It is a three-dimensional cross-sectional view of the longitudinal support height adjustment mechanism of the present invention; Figure 8 It is a three-dimensional diagram of the polygonal limiting rod in the present invention.

[0018] Among them: 1. Bottom fixed base plate; 2. Hydraulic driven mixing mechanism; 21. No. 1 hollow shell; 22. Sewage flushing into the cavity; 23. Sewage injection channel; 24. No. 1 liquid flow hole; 25. Conical guide tube; 26. Liquid discharge tube; 27. No. 2 liquid flow hole; 28. No. 1 shaft mounting hole; 29. ​​Spiral guide plate; 210. No. 1 rotating shaft; 211. Rotating impeller; 212. No. 1 connecting plate; 3. Driven flocculant discharge mechanism; 31. No. 2 hollow shell; 32. Flocculant flow tube; 33. No. 3 hollow shell; 34. Docking channel; 35. No. 2 connecting plate; 36. Liquid flow cavity; 37. Flocculant delivery hole ; 38. Conical flocculant drainage cavity; 39. No. 3 liquid flow hole; 310. Flocculant injection channel; 311. No. 2 shaft mounting hole; 312. No. 3 shaft mounting hole; 313. No. 2 rotating shaft; 314. Spiral blade; 315. No. 3 connecting plate; 4. Longitudinal support height adjustment mechanism; 41. Longitudinal threaded sleeve; 42. No. 1 internal thread cavity; 43. No. 2 internal thread cavity; 44. No. 1 thread structure; 45. No. 2 thread structure; 46. No. 1 external thread rod; 47. No. 2 external thread rod; 48. No. 1 connecting plate; 49. No. 2 connecting plate; 410. Polygonal limit cavity; 411. Polygonal limit rod; 5. Top fixed base plate. DETAILED DESCRIPTION

[0019] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0020] See also Figure 1 and Figure 2A device for treating sewage in construction waste comprises a bottom fixed base plate 1 and a top fixed base plate 5 located above the bottom fixed base plate 1. The bottom fixed base plate 1 is installed on the edge of a sedimentation tank, and a pipe for discharging sewage into the sedimentation tank is connected to a sewage injection channel 23, and a flocculant injection channel 310 is connected to a discharge port of a device storing flocculants.

[0021] In order to achieve effective use of sewage potential energy and the mixing capacity of the medium, please refer to Figure 1 , Figure 2 , Figure 3 and Figure 4 , it is necessary to set up a hydraulically driven mixing mechanism 2, which is provided with a No. 1 hollow shell 21 located above the bottom fixed base plate 1 and with a top fixed base plate 5 installed on the periphery, a No. 1 rotating shaft 210 installed inside the No. 1 hollow shell 21 and capable of generating a rotation phenomenon when sewage is flushed into the No. 1 hollow shell 21, a spiral guide plate 29 located directly below the No. 1 hollow shell 21 and capable of generating a turbulent flow phenomenon for the liquid from the inside of the No. 1 hollow shell 21, and a spiral guide plate 29 arranged on the outer circumference of the No. 1 hollow shell 21 and capable of causing the sewage to flow in a direction deviating from one side of the No. 1 rotating shaft 210. The sewage is injected into the sewage injection channel 23 inside the No. 1 rotating shaft 210, and the sewage enters the sewage flushing cavity 22 through multiple No. 1 liquid flow holes 24. The impact of the water flow will act on the end face of the rotating impeller 211, thereby driving the rotating impeller 211 and the No. 1 rotating shaft 210 to rotate, thereby realizing the effective utilization of the sewage potential energy. The sewage and flocculant will enter the interior of the liquid discharge cylinder 26 through the sewage flushing cavity 22, and turbulence will be generated through the spiral guide vane 29, so that the sewage and the flocculant are mixed, and finally discharged into the sedimentation tank through the discharge port of the liquid discharge cylinder 26.

[0022] For the specific structure of the hydraulically driven mixing mechanism 2, please refer to Figure 3 and Figure 4, including a No. 1 hollow shell 21, wherein a sewage flushing cavity 22 is arranged inside the No. 1 hollow shell 21, a conical guide tube 25 of an integral structure therewith is arranged at the bottom of the No. 1 hollow shell 21, a liquid discharge tube 26 of an integral structure therewith and a hollow structure inside is arranged at the bottom end of the conical guide tube 25, a plurality of spiral guide plates 29 of an integral structure therewith are arranged at the circumferential inner wall of the liquid discharge tube 26, a No. 1 shaft body mounting hole 28 connecting the external space and the top of the sewage flushing cavity 22 is arranged at the top center of the No. 1 hollow shell 21, a No. 2 liquid flow hole 27 of three annular arrays connecting the external space and the top of the sewage flushing cavity 22 is arranged at the top of the No. 1 hollow shell 21, and the No. 1 hollow shell 21 is located at the No. 1 shaft body mounting hole 28. A rotatable rotating shaft 210 is installed inside through a bearing, and a No. 1 connecting plate 212 is fixedly installed on the top of the No. 1 rotating shaft 210. A rotating impeller 211 is fixedly installed on the shaft body of the No. 1 rotating shaft 210 located inside the sewage flushing cavity 22. The outer circumferential surface of the No. 1 hollow shell 21 is provided with three annular array-type sewage injection channels 23, and the interior of the sewage injection channel 23 is provided with a No. 1 liquid flow hole 24 connecting the external space and the circumferential side of the sewage flushing cavity 22. A plurality of spiral guide vanes 29 are arranged in the form of an annular array on the circumferential inner wall of the liquid discharge cylinder 26. The sewage flowing from the No. 1 liquid flow hole 24 to the sewage flushing cavity 22 can generate impact force on the rotating impeller 211, thereby driving the rotating impeller 211 to rotate.

[0023] In order to achieve adaptive delivery of flocculants, please refer to Figure 1 , Figure 2 , Figure 5 and Figure 6, a driven flocculant discharge mechanism 3 is required, wherein a second hollow shell 31 is fixedly installed above the first hollow shell 21 and the internal structure of which is connected to the internal structure of the first hollow shell 21, a flocculant flow cylinder 32 is arranged at the top of the second hollow shell 31 and the interior is hollow, a third hollow shell 33 is arranged at the top of the flocculant flow cylinder 32 and the interior is hollow, a spiral blade 314 is installed inside the flocculant flow cylinder 32 and can rotate, and a third connecting plate 31 is installed in the second hollow shell 31 and rotates with the first rotating shaft 210. 5. The first rotating shaft 210 will drive the second rotating shaft 313 to rotate, and then drive the spiral blade 314 to rotate. Under the action of gravity, the flocculant enters the conical flocculant drainage chamber 38 and the flocculant delivery hole 37, and is driven by the spiral blade 314 to accelerate the downward flow, and finally is discharged into the sewage flushing cavity 22 through the liquid flow chamber 36 and the third liquid flow hole 39. The speed of the spiral blade 314 will directly affect the speed of flocculant delivery, and then affect the mixing ratio of sewage and flocculant, so that the flocculant can achieve an adaptive delivery effect.

[0024] For the specific structure of the driven flocculant discharge mechanism 3, please refer to Figure 5 and Figure 6, comprising a No. 2 hollow shell 31, a flocculant flow cylinder 32 of an integral structure is arranged on the top of the No. 2 hollow shell 31, a No. 3 hollow shell 33 of an integral structure is arranged on the top of the flocculant flow cylinder 32, three docking channels 34 of an integral structure are arranged at the bottom of the No. 2 hollow shell 31, a No. 2 connecting plate 35 of an integral structure and fixedly mounted on the upper surface of the No. 1 hollow shell 21 is arranged at the bottom of each of the docking channels 34, and a liquid flow chamber 36 is arranged inside the No. 2 hollow shell 31, The interior of the docking channel 34 is provided with a No. 3 liquid flow hole 39 connecting the bottom end of the liquid flow cavity 36 and the top of the No. 2 liquid flow hole 27. The interior of the flocculant flow cylinder 32 is provided with a flocculant delivery hole 37 whose bottom end is connected to the top of the liquid flow cavity 36. The interior of the No. 3 hollow shell 33 is provided with a conical flocculant drainage cavity 38 whose bottom end is connected to the top of the flocculant delivery hole 37. The top center of the No. 3 hollow shell 33 is provided with a No. 2 shaft mounting hole 311 connecting the external space and the top of the conical flocculant drainage cavity 38. The No. 3 hollow shell 33 The top edge of the second hollow shell 31 is provided with a flocculant injection channel 310 connecting the external space and the top of the conical flocculant drainage chamber 38, and the bottom center of the second hollow shell 31 is provided with a third shaft mounting hole 312 connecting the external space and the bottom center of the liquid flow chamber 36. The second shaft mounting hole 311, the conical flocculant drainage chamber 38, the flocculant delivery hole 37, the liquid flow chamber 36 and the third shaft mounting hole 312 are provided with a second rotating shaft 313. The second rotating shaft 313 is located between the second shaft mounting hole 311 and the third shaft mounting hole 312. The shaft inside the hole 312 is installed in the No. 2 shaft mounting hole 311 and the No. 3 shaft mounting hole 312 through a bearing. The No. 2 rotating shaft 313 is provided with a spiral blade 314 of an integral structure therewith on the shaft inside the conical flocculant drainage chamber 38 and the flocculant delivery hole 37. The bottom end of the No. 2 rotating shaft 313 is fixedly mounted with a No. 3 connecting plate 315 fixedly connected to the No. 1 connecting plate 212. When the rotating impeller 211 rotates with the impact of sewage, the rotation of the spiral blade 314 causes the liquid around it to flow in a downward direction.

[0025] To adjust the working height of the equipment according to actual conditions, please refer to Figure 1 , Figure 2 , Figure 7 and Figure 8, it is necessary to set up a longitudinal support height adjustment mechanism 4, which is provided with a No. 1 external thread rod 46 and a No. 2 external thread rod 47 fixedly connected to the bottom fixed base plate 1 and the top fixed base plate 5 located above the bottom fixed base plate 1, a longitudinal threaded sleeve 41 threadedly connected to the No. 1 external thread rod 46 and the No. 2 external thread rod 47 and capable of changing the distance between the No. 1 external thread rod 46 and the No. 2 external thread rod 47 when rotating, and a sleeve 41 inserted at the axis of the No. 1 external thread rod 46 and the No. 2 external thread rod 47 and capable of preventing the No. 1 external thread rod 46 and the No. 2 external thread rod 4 The polygonal limiting rod 411 that is relatively rotated directional rotates the longitudinal threaded sleeve 41. Since the spiral direction of the No. 1 threaded structure 44 is opposite to the spiral direction of the No. 2 threaded structure 45, and, during the rotation process, the existence of the polygonal limiting rod 411 prevents the No. 1 external threaded rod 46 and the No. 2 external threaded rod 47 from relatively rotating. Therefore, the distance between the No. 1 external threaded rod 46 and the No. 2 external threaded rod 47 will change, thereby changing the overall height of the equipment, and then adjusting the working height of the equipment according to actual conditions.

[0026] For the specific structure of the longitudinal support height adjustment mechanism 4, please refer to Figure 7 and Figure 8, including a longitudinal threaded sleeve 41, a No. 1 external threaded rod 46 and a No. 2 external threaded rod 47, one end of the longitudinal threaded sleeve 41 is provided with a No. 1 internal threaded cavity 42 with an inner concave structure, and the other end of the longitudinal threaded sleeve 41 is provided with a No. 2 internal threaded cavity 43 with an inner concave structure, the rod body of the No. 1 external threaded rod 46 is installed in the interior of the No. 1 internal threaded cavity 42 through the No. 1 threaded structure 44, and the rod body of the No. 2 external threaded rod 47 is installed in the interior of the No. 2 internal threaded cavity 43 through the No. 2 threaded structure 45, the No. 1 external threaded rod 46 and the No. 2 external threaded rod 47 are provided with a polygonal limiting cavity 410 with an inner concave structure at the opposite ends, a polygonal limiting rod 411 inserted into the polygonal limiting cavity 410 is fixedly installed in the center of the longitudinal threaded sleeve 41, and one end of the No. 1 external threaded rod 46 is provided with a structure integral with it and fixed to the upper end surface of the bottom fixed substrate 1 A No. 1 connecting plate 48 is connected thereto, and one end of the No. 2 externally threaded rod 47 is provided with a No. 2 connecting plate 49 which is an integral structure therewith and fixedly connected to the bottom end of the top fixed base plate 5. The structural shape of the cross section of the polygonal limiting cavity 410 is consistent with the structural shape of the cross section of the polygonal limiting rod 411, both of which are polygonal structures, and the structural dimensions of the cross section of the polygonal limiting cavity 410 match the structural dimensions of the cross section of the polygonal limiting rod 411. The No. 1 threaded structure 44 includes an internal threaded structure arranged inside the No. 1 internal threaded cavity 42 and an external threaded structure arranged on the rod body of the No. 1 externally threaded rod 46. The No. 2 threaded structure 45 includes an internal threaded structure arranged inside the No. 2 internal threaded cavity 43 and an external threaded structure arranged on the rod body of the No. 2 externally threaded rod 47, and the spiral direction of the No. 1 threaded structure 44 is opposite to the spiral direction of the No. 2 threaded structure 45.

[0027] When in use, the bottom fixed base plate 1 is installed on the edge of the sedimentation tank, and the pipe for discharging sewage into the sedimentation tank is connected to the sewage injection channel 23, and then the flocculant injection channel 310 is connected to the discharge port of the device storing the flocculant. The sewage enters the sewage cavity 22 through a plurality of No. 1 liquid flow holes 24, and the impact of the water flow acts on the end face of the rotating impeller 211, thereby driving the rotating impeller 211 and the No. 1 rotating shaft 210 to rotate, and the No. 1 rotating shaft 210 drives the No. 2 rotating shaft 313 to rotate, and then drives the spiral blade 314 to rotate, and the flocculant enters the conical flocculant under the action of gravity. In the drainage chamber 38 and the flocculant delivery hole 37, driven by the spiral blade 314, the downward flow is accelerated, and finally discharged into the sewage flushing cavity 22 through the liquid flow chamber 36 and the No. 3 liquid flow hole 39. The speed of rotation of the spiral blade 314 will directly affect the speed of flocculant delivery, and then affect the mixing ratio of sewage and flocculant. The sewage and flocculant will enter the liquid discharge cylinder 26 from the sewage flushing cavity 22, and generate turbulence through the spiral guide plate 29, so that the sewage and flocculant are mixed, and finally discharged into the sedimentation tank through the discharge port of the liquid discharge cylinder 26.

[0028] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A device for treating sewage in construction waste, comprising a bottom fixed base plate (1) and a top fixed base plate (5) located above the bottom fixed base plate (1), characterized in that: Also includes, A hydraulically driven mixing mechanism (2), wherein a first hollow shell (21) is provided inside the first hollow shell (21) and is located above a bottom fixed base plate (1) and is peripherally provided with a top fixed base plate (5); a first rotating shaft (210) is installed inside the first hollow shell (21) and is capable of rotating when sewage is flushed into the first hollow shell (21); a spiral guide vane (29) is located directly below the first hollow shell (21) and is capable of generating turbulent flow for liquid from the first hollow shell (21); and a sewage injection channel (23) is provided on the outer circumferential surface of the first hollow shell (21) and is capable of injecting sewage into the first rotating shaft (210) in a direction deviating from one side of the first rotating shaft (210); And a driven flocculant discharge mechanism (3), which has a second hollow shell (31) fixedly installed just above the first hollow shell (21) and whose internal structure is connected to the internal structure of the first hollow shell (21), a flocculant flow cylinder (32) arranged at the top of the second hollow shell (31) and whose interior is hollow, a third hollow shell (33) arranged at the top of the flocculant flow cylinder (32) and whose interior is hollow, a spiral blade (314) installed inside the flocculant flow cylinder (32) and capable of rotating, and a third connecting plate (315) installed in the second hollow shell (31) and rotating with the first rotating shaft (210).

2. The device for treating sewage in construction waste according to claim 1, characterized in that: The hydraulically driven mixing mechanism (2) comprises a first hollow shell (21), a sewage flushing cavity (22) being arranged inside the first hollow shell (21), a conical guide tube (25) being arranged at the bottom of the first hollow shell (21) being an integral structure with the first hollow shell (21), a liquid discharge tube (26) being an integral structure with the first hollow shell (21) and having a hollow structure inside being arranged at the bottom end of the conical guide tube (25), a plurality of spiral guide plates (29) being an integral structure with the first hollow shell (21) being arranged at the circumferential inner wall of the liquid discharge tube (26), a first shaft body mounting hole (28) being arranged at the center of the top end of the first hollow shell (21) and being connected to the external space and the top end of the sewage flushing cavity (22), and three annular arrays being arranged at the top end of the first hollow shell (21) and being connected to the first shaft body mounting hole (28) and the first shaft body mounting hole (28) ... The first hollow housing (21) is provided with a No. 1 rotating shaft (210) which can rotate through a bearing inside the No. 1 shaft body mounting hole (28); a No. 1 connecting plate (212) is fixedly mounted on the top of the No. 1 rotating shaft (210); a rotating impeller (211) is fixedly mounted on the shaft body located inside the sewage flushing cavity (22); the outer circumferential surface of the No. 1 hollow housing (21) is provided with three annular array-type sewage injection channels (23); the interior of the sewage injection channel (23) is provided with a No. 1 liquid flow hole (24) which communicates with the circumferential side surface of the external space and the sewage flushing cavity (22).

3. The device for treating sewage in construction waste according to claim 2, characterized in that: A plurality of the spiral guide vanes (29) are arranged in a ring array on the circumferential inner wall of the liquid discharge cylinder (26).

4. The device for treating sewage in construction waste according to claim 3 is characterized in that: The sewage flowing from the first liquid flow hole (24) into the cavity (22) can generate an impact force on the rotating impeller (211), thereby driving the rotating impeller (211) to rotate.

5. The device for treating sewage in construction waste according to claim 4, characterized in that: The driven flocculant discharge mechanism (3) comprises a No. 2 hollow shell (31), the top of the No. 2 hollow shell (31) is provided with a flocculant flow cylinder (32) which is an integral structure therewith, the top of the flocculant flow cylinder (32) is provided with a No. 3 hollow shell (33) which is an integral structure therewith, the bottom of the No. 2 hollow shell (31) is provided with three docking channels (34) which are an integral structure therewith, and the bottom end of each of the docking channels (34) is provided with a No. 2 connecting plate (35) which is an integral structure therewith and fixedly mounted on the upper surface of the No. 1 hollow shell (21), and the No. 2 hollow shell (31) is provided with a No. 3 connecting plate (35) which is an integral structure therewith and fixedly mounted on the upper surface of the No. 1 hollow shell (21). The core shell (31) is provided with a liquid flow cavity (36) inside, the docking channel (34) is provided with a No. 3 liquid flow hole (39) connecting the bottom end of the liquid flow cavity (36) and the top end of the No. 2 liquid flow hole (27) inside, the flocculant flow cylinder (32) is provided with a flocculant delivery hole (37) whose bottom end is connected to the top end of the liquid flow cavity (36), the No. 3 hollow shell (33) is provided with a conical flocculant drainage cavity (38) whose bottom end is connected to the top end of the flocculant delivery hole (37), and the top center of the No. 3 hollow shell (33) is provided with a conical flocculant drainage cavity (38) connecting the external space and the conical flocculant. The second shaft mounting hole (311) is disposed at the top of the conical flocculant drainage chamber (38); the top edge of the third hollow shell (33) is provided with a flocculant injection channel (310) communicating with the external space and the top of the conical flocculant drainage chamber (38); the bottom center of the second hollow shell (31) is provided with a third shaft mounting hole (312) communicating with the external space and the bottom center of the liquid flow chamber (36); and the centers of the second shaft mounting hole (311), the conical flocculant drainage chamber (38), the flocculant delivery hole (37), the liquid flow chamber (36) and the third shaft mounting hole (312) are provided with two The second rotating shaft (313) is installed inside the second shaft mounting hole (311) and the third shaft mounting hole (312) through a bearing at a shaft body located inside the second shaft mounting hole (311) and the third shaft mounting hole (312); the second rotating shaft (313) is provided with a spiral blade (314) having an integral structure therewith at a shaft body located inside the conical flocculant drainage cavity (38) and the flocculant delivery hole (37); and a third connecting plate (315) fixedly connected to the first connecting plate (212) is fixedly installed at the bottom end of the second rotating shaft (313).

6. The device for treating sewage in construction waste according to claim 5, characterized in that: When the rotating impeller (211) rotates following the impact of sewage, the rotation of the spiral blades (314) causes the liquid around them to flow in a downward direction.

7. A device for treating sewage in construction waste according to any one of claims 1 to 6, characterized in that: The invention also comprises a longitudinal support height adjustment mechanism (4), the interior of which is provided with a No. 1 externally threaded rod (46) and a No. 2 externally threaded rod (47) fixedly connected to the bottom fixed base plate (1) and the top fixed base plate (5) located above the bottom fixed base plate (1), a longitudinal threaded sleeve (41) threadedly connected to the No. 1 externally threaded rod (46) and the No. 2 externally threaded rod (47) and capable of changing the distance between the No. 1 externally threaded rod (46) and the No. 2 externally threaded rod (47) when rotating, and a polygonal limit rod (411) inserted into the axis of the No. 1 externally threaded rod (46) and the No. 2 externally threaded rod (47) and capable of preventing the No. 1 externally threaded rod (46) and the No. 2 externally threaded rod (47) from rotating relative to each other.

8. The device for treating sewage in construction waste according to claim 7, characterized in that: The longitudinal support height adjustment mechanism (4) comprises a longitudinal threaded sleeve (41), a No. 1 external threaded rod (46) and a No. 2 external threaded rod (47); one end of the longitudinal threaded sleeve (41) is provided with a No. 1 internal threaded cavity (42) with an inner concave structure; the other end of the longitudinal threaded sleeve (41) is provided with a No. 2 internal threaded cavity (43) with an inner concave structure; the rod body of the No. 1 external threaded rod (46) is installed inside the No. 1 internal threaded cavity (42) via the No. 1 threaded structure (44); the rod body of the No. 2 external threaded rod (47) is installed inside the No. 2 internal threaded cavity (43) via the No. 2 threaded structure (45). Internally, the No. 1 externally threaded rod (46) and the No. 2 externally threaded rod (47) are provided with a polygonal limiting cavity (410) with an inwardly concave structure at the opposite ends, and a polygonal limiting rod (411) inserted into the polygonal limiting cavity (410) is fixedly installed at the center of the longitudinal threaded sleeve (41), and one end of the No. 1 externally threaded rod (46) is provided with a No. 1 connecting plate (48) which is an integral structure with it and fixedly connected to the upper end surface of the bottom fixed base plate (1), and one end of the No. 2 externally threaded rod (47) is provided with a No. 2 connecting plate (49) which is an integral structure with it and fixedly connected to the bottom end of the top fixed base plate (5).

9. The device for treating sewage in construction waste according to claim 8, characterized in that: The structural shape of the cross section of the polygonal limiting cavity (410) is consistent with the structural shape of the cross section of the polygonal limiting rod (411), both of which are polygonal structures, and the structural dimensions of the cross section of the polygonal limiting cavity (410) match the structural dimensions of the cross section of the polygonal limiting rod (411).

10. The device for treating sewage in construction waste according to claim 9, characterized in that: The No. 1 thread structure (44) comprises an internal thread structure arranged inside the No. 1 internal thread cavity (42) and an external thread structure arranged on the rod body of the No. 1 external thread rod (46); the No. 2 thread structure (45) comprises an internal thread structure arranged inside the No. 2 internal thread cavity (43) and an external thread structure arranged on the rod body of the No. 2 external thread rod (47); and the spiral direction of the No. 1 thread structure (44) is opposite to the spiral direction of the No. 2 thread structure (45).

Citation Information

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