Sludge residue cleaning mechanism for a sludge collecting area of a horizontal tube sedimentation tank and its use method
By using an automatic telescopic rod to drive the residual mud drainage cylinder in the horizontal pipe sedimentation tank, the sludge residue is drained into the mud transport pipe, which solves the problem of sludge residue cleaning in the traditional sedimentation tank, and reduces the turbidity of sewage and improves the effluent water quality.
Patent Information
- Application Number
- CN202211611531.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2022-12-15
- Publication Date
- 2025-08-08
- Estimated Expiration
- 2042-12-15
AI Technical Summary
The sludge residue in traditional sedimentation tanks is difficult to effectively clean up, resulting in an increase in the turbidity of the sewage and affecting the quality of the effluent.
The automatic telescopic rod is used to drive the residual mud drainage cylinder to float up and down in the mud collection area, drain the water flow together with the sludge residue into the mud pipe for cleaning, and discharge it through the mud pipe.
Effectively prevent sludge residue from floating in sewage, reduce the quality of the effluent, and improve the sewage treatment effect.
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Figure CN115708970B_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to a sludge residue cleaning mechanism for a sludge collection area of a horizontal tube sedimentation tank and a method for use thereof, and relates to a mechanism and a method for use thereof, belonging to the technical field of sewage treatment, and particularly to a cleaning mechanism that can float up and down in a sludge collection area, diverting water flow together with sludge residue therein for cleaning, and preventing sludge residue from continuously floating in sewage, increasing sewage turbidity, and reducing effluent water quality. Background Art
[0002] Upgrading municipal sewage treatment plants can improve effluent quality, reduce pollutant loads, mitigate the risk of eutrophication, and increase water resource utilization in water-scarce areas. However, sewage plant upgrades present land challenges. How to address this challenge within existing land resources will be a major challenge for the domestic environmental protection industry. Sedimentation tanks, structures that remove suspended solids from water by sedimentation, are widely used in wastewater treatment. Traditional sedimentation tanks have slow flow rates, long settling times, and long sedimentation distances for suspended solids, making them prone to pipe blockage and alum leakage.
[0003] In order to solve the above problems, the applicant proposed a horizontal tube sedimentation tank in another case, including a sedimentation tank, a water inlet is provided on the left side of the sedimentation tank, the water inlet is connected to a pipeline mixer, a dosing port is provided on the pipeline mixer, and the dosing port is connected to the dosing equipment through a pipeline. The sedimentation tank is provided with a flocculation area, a water distribution area, a sedimentation area and a water collection area from left to right. The inner cavity of the flocculation area is provided with a flocculation reactor, and the flocculation reactor is located above the water inlet. A water distribution flower wall is provided on the right side of the top of the flocculation area to connect with the water distribution area. A water distribution flower wall is provided on the right side of the top of the water distribution area to connect with the horizontal tube sedimentator. The horizontal tube sedimentator is located above the inner cavity of the sedimentation area. A mud collection area is provided below the horizontal tube sedimentator, and a water distribution flower wall is provided on the right side of the top of the horizontal tube sedimentator to connect with the water collection area. The device applies Ha Zhen's "shallow sedimentation theory" to shorten the sedimentation distance of suspended matter, avoiding the occurrence of suspended matter clogging pipes and alum leakage; suspended matter settles to the sludge collection area to produce sludge, most of which will be discharged through the sludge discharge pipe, while the remaining sludge residue will be suspended in the water and is relatively dispersed and difficult to be discharged directly from the sludge discharge pipe. The sludge residue will continue to float in the sewage during subsequent sewage impact, increasing the sewage turbidity and thereby reducing the effluent water quality. Summary of the Invention
[0004] In order to improve the above situation, the present invention provides a sludge residue cleaning mechanism and a method of use for the sludge collection area of a horizontal tube sedimentation tank. It provides a mechanism that uses an automatic telescopic rod to drive the sludge drainage tube to float up and down in the sludge collection area, and drains the water flow together with the sludge residue into the sludge pipe for cleaning. It can prevent the sludge residue from continuously floating in the sewage, increasing the turbidity of the sewage and reducing the water quality of the effluent.
[0005] The present invention provides a sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank, which is realized as follows: The present invention provides a sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank, which is composed of a sludge conveying pipe, a sludge drainage tube, a support rod, a sludge trough, a support plate and an automatic telescopic rod.
[0006] The support plate is placed in the mud pipe, and a group of support rods is placed between the support plate and the mud pipe. The group of support rods consists of multiple support rods, one end of the support rod is connected to the support plate, and the other end is connected to the inner wall of the mud pipe.
[0007] Preferably, the support plate is a circular structure, and the diameter of the support plate is half of the inner diameter of the mud conveying pipe.
[0008] The automatic telescopic rod is placed on the support plate, and one end of the automatic telescopic rod is connected to the support plate.
[0009] The residual mud drainage tube is placed on the automatic telescopic rod, and the bottom of the residual mud drainage tube is connected to the other end of the automatic telescopic rod.
[0010] Preferably, the bottom of the residual mud drainage tube is located in the mud delivery pipe, the mouth of the residual mud drainage tube extends upward through the mouth of the mud delivery pipe, and the outer diameter of the residual mud drainage tube is three-fifths of the inner diameter of the mud delivery pipe.
[0011] The side wall of the residual mud drainage tube is provided with a group of residual mud grooves, and the group of residual mud grooves is composed of a plurality of residual mud grooves.
[0012] Preferably, the residual mud passage is close to the bottom of the residual mud drainage tube, the residual mud passage is a long strip structure, and a plurality of the residual mud passages are evenly distributed along the circumference of the residual mud drainage tube;
[0013] Furthermore, a sliding limit groove is provided on the inner wall of the mud delivery pipe, one end of the sliding limit groove is located in the mud delivery pipe, and the other end is flush with the mud delivery pipe opening, the cross section of the sliding limit groove is an isosceles triangle structure, the width of the sliding limit groove gradually decreases from the groove opening to the groove bottom, a sliding limit rod is placed on the outer wall of the residual mud drainage tube, one end of the sliding limit rod is connected to the residual mud drainage tube, and the other end is slidably placed in the sliding limit groove, and the cross section of the sliding limit rod is an isosceles triangle structure;
[0014] Furthermore, the residual mud drainage cylinder is replaced by a mud drainage cylinder, which is placed on an automatic telescopic rod, and the bottom of the mud drainage cylinder is connected to the other end of the automatic telescopic rod, and the diameter of the mud drainage cylinder gradually increases from the bottom to the mouth of the cylinder, and the bottom of the mud drainage cylinder is located in the mud delivery pipe, and the mouth of the mud drainage cylinder extends upward through the mouth of the mud delivery pipe, and a group of residual mud grooves is opened on the side wall of the mud drainage cylinder, and a group of residual mud grooves consists of a plurality of residual mud grooves, and the residual mud grooves are close to the bottom of the mud drainage cylinder, and the residual mud grooves are long strip structures, and the plurality of residual mud grooves are equidistantly distributed along the circumference of the mud drainage cylinder;
[0015] Furthermore, the residual mud drainage tube is concave inwardly in an arc shape along the circumferential direction to form a drainage tube avoidance portion, the arc-shaped avoidance portion is close to the bottom of the residual mud drainage tube, and a group of residual mud grooves is opened on the arc-shaped avoidance portion, and a group of residual mud grooves is composed of a plurality of residual mud grooves, and the residual mud grooves are long strip structures, and the plurality of residual mud grooves are equidistantly distributed along the circumference of the residual mud drainage tube, and the residual mud grooves and the drainage tube avoidance portion correspond to each other;
[0016] The present invention also relates to a method for using a sludge residue cleaning mechanism for a sludge collecting area of a horizontal tube sedimentation tank, comprising the following steps:
[0017] 1) Install the sludge residue cleaning mechanism for the sludge collection area of the horizontal pipe sedimentation tank at the bottom of the horizontal pipe sedimentation tank, so that the outlet of the sludge delivery pipe is connected to the sludge collection area in the horizontal pipe sedimentation tank, and the residual sludge drainage tube extends into the sludge collection area. Multiple sludge delivery pipes are equidistantly arranged along the length of the bottom of each sludge collection area, and then the sludge delivery pipes are connected to the sludge delivery main pipe through connecting flanges;
[0018] 2) When the horizontal tube sedimentation tank is in operation, the suspended matter in the sewage settles and accumulates in the sedimentation tank;
[0019] 3) In the initial state, the residual sludge drainage tube extends into the sludge conveying pipe, and the accumulated sludge flows into the sludge conveying pipe from the pipe opening and is discharged;
[0020] 4) After most of the sludge is discharged, the remaining sludge residue is suspended in the water and is relatively dispersed, making it difficult to discharge directly from the sludge discharge pipe. At this time, the automatic telescopic rod is activated. The automatic telescopic rod moves back and forth, driving the residual sludge drainage tube to float up and down in the sludge collection area, draining the water flow and sludge residue to the sludge delivery pipe;
[0021] 5) Part of the residual mud and water flows into the mud conveying pipe through the mud conveying pipe mouth and is discharged directly. Part of the residual mud and water flows into the residual mud drainage tube first due to its fast flow rate, and then enters the mud conveying pipe through the residual mud groove on the residual mud drainage tube and is discharged. Beneficial effects
[0022] 1. It can float up and down in the mud collection area, and drain the water flow and sludge residue into the mud pipe for cleaning.
[0023] 2. It can prevent sludge residue from continuously floating in sewage, increasing sewage turbidity and reducing effluent water quality. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Figure 1 This is a three-dimensional structural diagram of the sludge residue cleaning mechanism used in the sludge collecting area of the horizontal tube sedimentation tank according to the present invention;
[0025] Figure 2 This is a three-dimensional structural diagram of the sludge residue cleaning mechanism used in the sludge collecting area of the horizontal tube sedimentation tank according to the present invention;
[0026] Figure 3 It is a structural schematic diagram of the sludge residue cleaning mechanism used in the sludge collecting area of the horizontal tube sedimentation tank of the present invention;
[0027] Figure 4 A three-dimensional structural diagram of a second embodiment of a sludge residue cleaning mechanism for a sludge collecting area of a horizontal tube sedimentation tank according to the present invention;
[0028] Figure 5 This is a schematic structural diagram of Example 3 of a sludge residue cleaning mechanism for a sludge collecting area of a horizontal tube sedimentation tank according to the present invention;
[0029] Figure 6 Schematic diagram of the structure of embodiment 4 of the sludge residue cleaning mechanism for the sludge collecting area of a horizontal tube sedimentation tank according to the present invention;
[0030] Figure 7 It is a structural schematic diagram of the sludge residue cleaning mechanism of the present invention when it is used in the sludge collecting area of the horizontal tube sedimentation tank.
[0031] Attached photos
[0032] The components include: a mud conveying pipe (1), a residual mud drainage tube (2), a support rod (3), a residual mud trough (4), a support plate (5), an automatic telescopic rod (6), a sliding limit rod (7), a sliding limit groove (8), a mud guide tube (9), a drainage tube avoidance portion (10), a flocculation area (11), a water distribution area (12), a horizontal pipe settler (13), a water collection area (14), a connecting flange (15), and a mud collection area (16). DETAILED DESCRIPTION Example 1
[0033] The present invention provides a sludge residue cleaning mechanism for a sludge collecting area of a horizontal pipe sedimentation tank, which is realized as follows: the mechanism comprises a sludge conveying pipe (1), a sludge drainage tube (2), a support rod (3), a sludge trough (4), a support plate (5), and an automatic telescopic rod (6).
[0034] The support plate (5) is placed in the mud delivery pipe (1), and a group of support rods (3) is placed between the support plate (5) and the mud delivery pipe (1). The group of support rods (3) is composed of a plurality of support rods (3). One end of the support rod (3) is connected to the support plate (5), and the other end is connected to the inner wall of the mud delivery pipe (1).
[0035] Preferably, the support plate (5) is a circular structure, and the diameter of the support plate (5) is half of the inner diameter of the mud conveying pipe (1).
[0036] The automatic telescopic rod (6) is placed on the support plate (5), and one end of the automatic telescopic rod (6) is connected to the support plate (5).
[0037] The residual mud drainage tube (2) is placed on the automatic telescopic rod (6), and the bottom of the residual mud drainage tube (2) is connected to the other end of the automatic telescopic rod (6).
[0038] Preferably, the bottom of the residual mud drainage tube (2) is located in the mud delivery pipe (1), the mouth of the residual mud drainage tube (2) passes through the mouth of the mud delivery pipe (1) and extends upward, and the outer diameter of the residual mud drainage tube (2) is three-fifths of the inner diameter of the mud delivery pipe (1).
[0039] A group of residual mud through grooves (4) is formed on the side wall of the residual mud drainage tube (2), and the group of residual mud through grooves (4) is composed of a plurality of residual mud through grooves (4).
[0040] Preferably, the residual mud passage groove (4) is close to the bottom of the residual mud drainage tube (2), the residual mud passage groove (4) is a long strip structure, and a plurality of the residual mud passage grooves (4) are equidistantly distributed along the circumference of the residual mud drainage tube (2);
[0041] The present invention also relates to a method for using a sludge residue cleaning mechanism for a sludge collecting area (16) of a horizontal tube sedimentation tank, comprising the following steps:
[0042] 1) The sludge residue cleaning mechanism for the sludge collecting area (16) of the horizontal pipe sedimentation tank is installed on the bottom of the horizontal pipe sedimentation tank, so that the pipe opening of the sludge delivery pipe (1) is connected to the sludge collecting area (16) in the horizontal pipe sedimentation tank, the residual sludge drainage tube (2) extends into the sludge collecting area (16), and a plurality of sludge delivery pipes (1) are provided at equal intervals along the length direction at the bottom of each sludge collecting area (16), and the sludge delivery pipes (1) are connected to the sludge delivery main pipe via a connecting flange (15);
[0043] Preferably, the sludge main pipe is connected to the sludge tank.
[0044] 2) When the horizontal tube sedimentation tank is in operation, the suspended matter in the sewage settles and accumulates in the sedimentation tank;
[0045] 3) In the initial state, the residual mud drainage tube (2) extends into the mud delivery pipe (1), and the sludge gradually accumulates and then flows into the mud delivery pipe (1) from the pipe opening and is discharged;
[0046] 4) After most of the sludge is discharged, the remaining sludge residue is suspended in the water and is relatively dispersed, making it difficult to be discharged directly from the sludge discharge pipe. At this time, the automatic telescopic rod (6) is activated, and the automatic telescopic rod (6) is extended and retracted back and forth to drive the residual sludge drainage tube (2) to float up and down in the sludge collection area (16), thereby draining the water flow together with the sludge residue to the sludge delivery pipe (1);
[0047] Preferably, the automatic telescopic rod (6) can be set to automatically start at a time interval, thereby regularly cleaning the sludge residue, or clearing the sludge pipe (1) when the sludge blocks the sludge.
[0048] 5) Part of the residual mud water flows into the mud conveying pipe (1) through the pipe mouth of the mud conveying pipe (1) and is directly discharged. Part of the residual mud water flows into the residual mud drainage tube (2) first due to its fast flow rate, and then enters the mud conveying pipe (1) through the residual mud groove (4) on the residual mud drainage tube (2) and is discharged. Example 2
[0049] The difference between this embodiment and embodiment 1 is that: the inner wall of the mud delivery pipe (1) is provided with a sliding limit groove (8), one end of the sliding limit groove (8) is located in the mud delivery pipe (1), and the other end is flush with the pipe opening of the mud delivery pipe (1), the cross section of the sliding limit groove (8) is an isosceles triangle structure, the width of the sliding limit groove (8) gradually decreases from the groove opening to the groove bottom, the sliding limit rod (7) is placed on the outer wall of the residual mud drainage tube (2), one end of the sliding limit rod (7) is connected to the residual mud drainage tube (2), and the other end is slidably placed in the sliding limit groove (8), and the cross section of the sliding limit rod (7) is an isosceles triangle structure; when in use, the sliding limit groove (8) cooperates with the sliding limit rod (7) to limit and guide the residual mud drainage tube (2), so that the residual mud drainage tube (2) is more stable when floating up and down, and will not deviate and contact the mud delivery pipe (1) to block part of the pipe opening, thereby affecting the mud discharge function. Example 3
[0050] The difference between this embodiment and embodiment 1 is that the residual mud drainage tube (2) is replaced by a mud guide tube (9), the mud guide tube (9) is placed on the automatic telescopic rod (6), the bottom of the mud guide tube (9) is connected to the other end of the automatic telescopic rod (6), the diameter of the mud guide tube (9) gradually increases from the bottom to the mouth, the bottom of the mud guide tube (9) is located in the mud delivery pipe (1), the mouth of the mud guide tube (9) extends upward through the mouth of the mud delivery pipe (1), and a group of residual mud grooves (4) are opened on the side wall of the mud guide tube (9). ), a group of the residual mud grooves (4) is composed of a plurality of residual mud grooves (4), the residual mud grooves (4) are close to the bottom of the mud guide tube (9), the residual mud grooves (4) are of a long strip structure, and the plurality of residual mud grooves (4) are equidistantly distributed along the circumference of the mud guide tube (9); when in use, the bottom of the mud guide tube (9) is relatively small, which can avoid the sludge flowing in from the mouth of the mud delivery pipe (1), thereby preventing the sludge from mistakenly flowing into the residual mud drainage tube (2) through the residual mud grooves (4) and accumulating and clogging, thereby affecting the subsequent cleaning and discharge of the sludge residue. Example 4
[0051] The difference between this embodiment and embodiment 1 is that: the residual mud drainage tube (2) is inwardly concave in an arc shape along the circumferential direction to form a drainage tube avoidance portion (10), the arc-shaped avoidance portion is close to the bottom of the residual mud drainage tube (2), and a group of residual mud grooves (4) are opened on the arc-shaped avoidance portion, and the group of residual mud grooves (4) consists of a plurality of residual mud grooves (4), the residual mud grooves (4) are long strip structures, and the plurality of residual mud grooves (4) are evenly distributed along the circumference of the residual mud drainage tube (2), and the residual mud grooves (4) and the drainage tube avoidance portion (10) correspond to each other; when in use, the drainage tube avoidance portion (10) can avoid the sludge flowing into the pipe mouth of the mud conveying pipe (1), so as to prevent the sludge from mistakenly flowing into the residual mud drainage tube (2) through the residual mud grooves (4) and accumulating and clogging, thereby affecting the subsequent cleaning and discharge of the sludge residue;
[0052] The support plate (5) is a circular structure, and the diameter of the support plate (5) is designed to be half the inner diameter of the mud conveying pipe (1), so that a large gap can be left between the support plate (5) and the mud conveying pipe (1), thereby allowing the sludge to be discharged smoothly and preventing the sludge from accumulating on the support plate (5) and clogging the mud conveying pipe (1);
[0053] The bottom of the residual mud drainage tube (2) is located in the mud delivery pipe (1), and the design of the residual mud drainage tube (2) extending upward through the mouth of the mud delivery pipe (1) can block the sludge when a large amount of sludge is discharged in the early stage, preventing a large amount of sludge from entering the residual mud drainage tube (2) and gradually accumulating to block the residual mud channel (4), thereby affecting the subsequent cleaning of the sludge residue;
[0054] The outer diameter of the residual mud drainage tube (2) is designed to be three-fifths of the inner diameter of the mud delivery pipe (1), so that a gap can be left between the residual mud drainage tube (2) and the mud delivery pipe (1), thereby allowing the sludge to be discharged smoothly, and at the same time, the automatic telescopic rod (6) can be shielded to prevent the sludge from wrapping around the automatic telescopic rod (6) and hindering its normal operation;
[0055] The residual mud channel (4) is close to the bottom of the residual mud drainage tube (2), and the residual mud channel (4) is a long strip structure. A plurality of the residual mud channels (4) are equidistantly distributed along the circumference of the residual mud drainage tube (2), so that part of the residual mud flow enters the residual mud drainage tube (2) first due to its faster flow rate, and then enters the mud conveying pipe (1) through the residual mud channel (4) on the residual mud drainage tube (2) for discharge;
[0056] The automatic telescopic rod (6) cooperates with the residual mud drainage tube (2) to enable the residual mud drainage tube (2) to float up and down in the mud collection area (16), thereby accelerating the speed of the water flow near it, and draining the water flow together with the sludge residue into the mud conveying pipe (1) for cleaning, thereby preventing the sludge residue from continuously floating in the sewage, increasing the sewage turbidity, and reducing the effluent water quality;
[0057] The purpose is to achieve the purpose of being able to drive the residual mud drainage tube (2) to float up and down in the mud collection area (16) through the automatic telescopic rod (6), draining the water flow together with the sludge residue into the mud conveying pipe (1) for cleaning, and preventing the sludge residue from continuously floating in the sewage, increasing the sewage turbidity and reducing the effluent water quality.
[0058] It should be noted that, unless otherwise expressly specified or limited, the terms "placed in," "connected," and "connected" should be understood in a broad sense. For example, they may refer to fixed connections such as hemming, rivet connection, pin connection, adhesive connection, and welding connection; detachable connections such as threaded connection, snap connection, and hinge connection; or integral connection; electrical connection; direct connection; indirect connection through an intermediate medium; or internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on specific circumstances.
[0059] It should be further pointed out that, when describing the above specific embodiments, for the sake of simplicity and clarity, only the differences between them and other embodiments are described. However, those skilled in the art should know that the above specific embodiments themselves are also independent technical solutions.
Claims
1. A method for using a sludge residue cleaning mechanism in a sludge collecting area of a horizontal tube sedimentation tank, characterized in that: The following steps are involved: 1) Install the sludge residue cleaning mechanism for the sludge collection area of the horizontal pipe sedimentation tank at the bottom of the horizontal pipe sedimentation tank, so that the outlet of the sludge delivery pipe is connected to the sludge collection area in the horizontal pipe sedimentation tank, and the residual sludge drainage tube extends into the sludge collection area. A plurality of sludge delivery pipes are equidistantly arranged at the bottom of each sludge collection area along the length direction, and then the sludge delivery pipes are connected to the sludge delivery main pipe through a connecting flange; 2) When the horizontal tube sedimentation tank is in operation, the suspended matter in the sewage settles and accumulates in the sedimentation tank; 3) In the initial state, the residual sludge drainage tube extends into the sludge conveying pipe, and the accumulated sludge flows into the sludge conveying pipe from the pipe opening and is discharged; 4) After most of the sludge is discharged, the remaining sludge residue is suspended in the water and is relatively dispersed, making it difficult to discharge directly from the sludge discharge pipe. At this time, the automatic telescopic rod is activated. The automatic telescopic rod moves back and forth, driving the residual sludge drainage tube to float up and down in the sludge collection area, draining the water flow and sludge residue to the sludge delivery pipe; 5) Part of the residual mud and water flows into the mud conveying pipe through the pipe mouth and is directly discharged. Part of the residual mud and water flows into the residual mud drainage tube due to its fast flow rate, and then enters the mud conveying pipe through the residual mud groove on the residual mud drainage tube and is discharged; The sludge residue cleaning mechanism used in the mud collecting area of the horizontal pipe sedimentation tank is composed of a mud pipe, a residual mud drainage tube, a support rod, a residual mud channel, a support plate and an automatic telescopic rod. The support plate is placed in the mud pipe, and a group of support rods are placed between the support plate and the mud pipe. A group of support rods is composed of multiple support rods, one end of the support rod is connected to the support plate, and the other end is connected to the inner wall of the mud pipe. The automatic telescopic rod is placed on the support plate, one end of the automatic telescopic rod is connected to the support plate, the residual mud drainage tube is placed on the automatic telescopic rod, the bottom of the residual mud drainage tube is connected to the other end of the automatic telescopic rod, and a group of residual mud channels is opened on the side wall of the residual mud drainage tube, and a group of residual mud channels is composed of multiple residual mud channels.
2. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank according to claim 1, characterized in that The inner wall of the mud conveying pipe is provided with a sliding limit groove, one end of the sliding limit groove is located in the mud conveying pipe, and the other end is flush with the pipe opening of the mud conveying pipe. The cross-section of the sliding limit groove is an isosceles triangle structure, and the width of the sliding limit groove gradually decreases from the groove opening to the groove bottom. The sliding limit rod is placed on the outer wall of the residual mud drainage tube, one end of the sliding limit rod is connected to the residual mud drainage tube, and the other end can be slidably placed in the sliding limit groove, and the cross-section of the sliding limit rod is an isosceles triangle structure; when in use, the sliding limit groove cooperates with the sliding limit rod to limit and guide the residual mud drainage tube, so that the residual mud drainage tube is more stable when floating up and down, and will not deviate and contact the mud conveying pipe to block part of the pipe opening, affecting the mud discharge function.
3. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank according to claim 1 is characterized in that The residual mud drainage cylinder is replaced by a mud drainage cylinder, which is placed on an automatic telescopic rod, and the bottom of the mud drainage cylinder is connected to the other end of the automatic telescopic rod. The diameter of the mud drainage cylinder gradually increases from the bottom to the mouth of the cylinder, and the bottom of the mud drainage cylinder is located in the mud delivery pipe. The mouth of the mud drainage cylinder extends upward through the mouth of the mud delivery pipe. A group of residual mud grooves is opened on the side wall of the mud drainage cylinder, and a group of residual mud grooves consists of multiple residual mud grooves. The residual mud grooves are close to the bottom of the mud drainage cylinder, and the residual mud grooves are long strip structures. The multiple residual mud grooves are equidistantly distributed along the circumference of the mud drainage cylinder; when in use, the smaller bottom of the mud drainage cylinder can avoid the sludge flowing in from the mouth of the mud delivery pipe, so as to avoid the sludge from accidentally flowing into the mud drainage cylinder through the residual mud grooves and accumulating and clogging, thereby affecting the subsequent cleaning and discharge of sludge residue.
4. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank according to claim 1, characterized in that The residual mud drainage tube is concave inward in an arc shape along the circumference to form a drainage tube avoidance portion, the drainage tube avoidance portion is close to the bottom of the residual mud drainage tube, and a group of residual mud grooves is opened on the drainage tube avoidance portion, and a group of residual mud grooves is composed of multiple residual mud grooves, the residual mud grooves are long strip structures, and the multiple residual mud grooves are equidistantly distributed along the circumference of the residual mud drainage tube, and the residual mud grooves and the drainage tube avoidance portion correspond to each other; when in use, the drainage tube avoidance portion can avoid the sludge flowing in from the mud conveying pipe orifice, so as to avoid the sludge from accidentally flowing into the residual mud drainage tube through the residual mud groove and accumulating and clogging, thereby affecting the subsequent cleaning and discharge of the sludge residue.
5. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal tube sedimentation tank according to claim 1, characterized in that The support plate is a circular structure, and the diameter of the support plate is half of the inner diameter of the mud pipe, which can leave a large gap between the support plate and the mud pipe, thereby allowing the sludge to be discharged smoothly and preventing the sludge from accumulating on the support plate and clogging the mud pipe.
6. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal tube sedimentation tank according to claim 1, characterized in that The bottom of the residual sludge drainage tube is located in the sludge conveying pipe, and the mouth of the residual sludge drainage tube extends upward through the mouth of the sludge conveying pipe, which can block the sludge when a large amount of sludge is discharged in the early stage, preventing a large amount of sludge from entering the residual sludge drainage tube and gradually accumulating to block the residual sludge groove, affecting the subsequent cleaning of sludge residue.
7. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank according to claim 6, characterized in that The outer diameter of the residual mud drainage tube is three-fifths of the inner diameter of the mud conveying pipe, which can leave a gap between the residual mud drainage tube and the mud conveying pipe, so that the sludge can be discharged smoothly. At the same time, it can block the automatic telescopic rod to prevent the sludge from wrapping around the automatic telescopic rod and hindering its normal operation.
8. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal tube sedimentation tank according to claim 1, characterized in that The residual mud channel is close to the bottom of the residual mud drainage tube. The residual mud channel is a long strip structure. A plurality of the residual mud channels are evenly distributed along the circumference of the residual mud drainage tube. After part of the residual mud flow enters the residual mud drainage tube due to its faster flow rate, it can enter the mud conveying pipe through the residual mud channel on the residual mud drainage tube and be discharged.
9. The method for using the sludge residue cleaning mechanism for the sludge collecting area of a horizontal pipe sedimentation tank according to claim 7, characterized in that The residual mud drainage tube is combined with the automatic telescopic rod to enable the residual mud drainage tube to float up and down in the mud collection area, speed up the water flow near it, and drain the water flow together with the mud residue into the mud pipe for cleaning, so as to prevent the mud residue from continuing to float in the sewage, increasing the turbidity of the sewage and reducing the water quality of the effluent.
Citation Information
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