Comprehensive station wastewater treatment system

Through the design of the comprehensive site wastewater treatment system, the synergistic effect of filter mesh, lifting parts, stirring components and backblowing pipes is used to achieve effective wastewater treatment and water resource recycling, and solve the waste of water resources in wastewater treatment of construction site stations The problem.

CN222250216UActive Publication Date: 2024-12-27SICHUAN COMM CONSTR MEIZHOU CONSTR CO LTD
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Patent Information

Application Number
CN202421050055.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-14
Publication Date
2024-12-27
Estimated Expiration
2034-05-14

AI Technical Summary

Technical Problem

In the prior art, the wastewater generated by the construction site is not effectively treated, resulting in waste of water resources and failure to make full use of water resources.

Method used

A comprehensive station wastewater treatment system was designed, including treatment tanks, lifting parts, filters, stirring components and backblowing components. The filters were initially filtered, the separation structure of the lifting parts and baffles were precipitated, and the stirring of the stirring components were agitated. The function and blowing effect of the backblowing pipe further treats the wastewater, increases the sedimentation effect of the wastewater and recovers the amount of liquid.

Benefits of technology

The preliminary filtration, precipitation and further treatment of wastewater have been achieved, the amount of water resources has been increased, environmentally friendly emissions have been ensured, and the problem of insufficient water resources has been solved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a comprehensive station wastewater treatment system, which solves the technical problems that wastewater is not treated and discharged and resources are wasted in the use process of the existing comprehensive station, and comprises a treatment tank, a lifting part, a filter screen, a stirring assembly and a back flushing assembly, the treatment tank comprises a tank body and a baffle arranged at the bottom in the tank body, and the tank body is provided with a water inlet pipe, a liquid inlet pipe, a first water outlet pipe and a second water outlet pipe; the lifting piece can reciprocate in the axial direction of the tank body, any one of the baffle and the lifting piece is provided with a clamping groove, and the other one of the baffle and the lifting piece is provided with a clamping part; the stirring assembly comprises a stirring paddle close to the bottom of the tank body; the back-blowing assembly comprises a back-blowing pipe connected with the bottom of the tank body and an air source; when the lifting part is connected with the baffle in a clamped mode, an inner cavity of the tank body is divided into a first containing cavity and a second containing cavity which are not communicated, and when the lifting part is separated from the baffle, the first containing cavity is communicated with the second containing cavity. The device is reasonable in design, simple in structure and good in wastewater treatment effect, and ensures environment-friendly discharge.
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Description

Technical Field

[0001] The utility model relates to the technical field of wastewater treatment, and in particular to a comprehensive station wastewater treatment system. Background Art

[0002] In large-scale construction projects, stations are set up for construction supporting facilities, namely comprehensive stations. Comprehensive stations include a variety of construction supporting equipment. In actual production, a large amount of wastewater will be generated, such as drilling, piling, digging, etc., as well as various muddy water and slurry generated by washing vehicles and machinery, and wastewater containing oil and other chemical substances caused by various reasons. At the same time, comprehensive stations are usually set up in the open air, and also include rainwater.

[0003] In the existing technology, wastewater is usually pumped into the underground drainage system established by the government through pumps, and the wastewater is not further treated, resulting in a large waste of water resources. Utility Model Content

[0004] The utility model aims to provide a wastewater treatment system for a comprehensive station to solve the technical problem of insufficient utilization of water resources during the use of the current comprehensive station.

[0005] The embodiments of the present invention are implemented by the following technical solutions:

[0006] A comprehensive site wastewater treatment system, comprising a treatment tank, a lifting member, a filter screen, a stirring assembly and a backflush assembly;

[0007] The treatment tank comprises a tank body and a baffle, wherein the baffle is arranged at the bottom of the tank body and extends along the axial direction of the tank body, and the baffle is annular along the radial cross section of the tank body, and the tank body is provided with a water inlet pipe, a liquid inlet pipe, a first water outlet pipe and a second water outlet pipe;

[0008] The lifting member is slidably connected to the tank body and can reciprocate along the axial direction of the tank body, and the baffle is clamped with the lifting member;

[0009] The filter is arranged between the tank body and the lifting member;

[0010] The stirring assembly is arranged at the bottom of the tank;

[0011] The backflush assembly is arranged at the bottom of the tank;

[0012] Wherein, under the condition that the lifting member is clamped with the baffle, the internal cavity of the tank body is divided into two non-communicating first and second accommodating chambers by the clamped lifting member and the baffle, and under the condition that the lifting member is spaced from the baffle, the first accommodating chamber and the second accommodating chamber are connected, the water inlet pipe and the first water outlet pipe are connected to the first accommodating chamber of the tank body, and the liquid inlet pipe and the second water outlet pipe are connected to the second accommodating chamber of the tank body.

[0013] In some embodiments, either one of the baffle plate and the lifting member is provided with a snap-fitting groove, and the other is provided with a snap-fitting portion, so that the lifting member is snap-fitted with and spaced from the baffle plate;

[0014] In some embodiments, the back-blowing assembly includes a back-blowing pipe connected to the bottom of the tank body, the back-blowing pipe is connected to a wind source, and a plurality of back-blowing pipes are provided and are evenly arranged at the bottom of the tank body.

[0015] In some embodiments, the lifting member is provided with a plurality of lifting handles, and the lifting handles are connected to the lifting device.

[0016] In some embodiments, the filter screen has multiple layers, which are spaced apart along the axial direction of the tank body.

[0017] In some embodiments, the first water outlet pipe and the second water outlet pipe are provided with valves.

[0018] In some embodiments, the tank body is further provided with a liquid level meter for monitoring the liquid level in the tank body.

[0019] In some embodiments, the water inlet pipe is connected to a pump.

[0020] In some embodiments, the stirring assembly further includes a stirring paddle, a stirring motor and a stirring shaft. The stirring motor is located outside the tank body and extends into the tank body through the stirring shaft to connect with the stirring paddle.

[0021] In some embodiments, the first water outlet pipe and the water inlet pipe are connected via a connecting pipe, and the connecting pipe is provided with a valve.

[0022] The technical solution of the embodiment of the utility model has at least the following advantages and beneficial effects:

[0023] The present application includes a treatment tank, a lifting member, a filter, a stirring assembly and a back-blowing assembly; the treatment tank includes a tank body and a baffle, the baffle is arranged at the bottom of the tank body and extends along the axial direction of the tank body, the baffle is annular along the radial section of the tank body, the tank body is provided with a water inlet pipe, a liquid inlet pipe, a first water outlet pipe and a second water outlet pipe; the lifting member is slidably connected to the tank body and can reciprocate along the axial direction of the tank body, any one of the baffle and the lifting member is provided with a clamping groove, and the other is provided with a clamping portion, so that the lifting member is clamped and spaced from the baffle; the filter is arranged between the tank body and the lifting member; the stirring member The component includes a stirring paddle located inside the tank body and close to the bottom of the tank body; the back-blowing component includes a back-blowing pipe connected to the bottom of the tank body, and the back-blowing pipe is connected to a wind source; wherein, under the condition that the lifting member and the baffle are clamped, the internal cavity of the tank body is separated into two non-communicating first accommodating chambers and second accommodating chambers by the lifting member and the baffle, and under the condition that the lifting member and the baffle are spaced, the first accommodating chamber and the second accommodating chamber are connected, the water inlet pipe and the first water outlet pipe are connected to the first accommodating chamber of the tank body, and the liquid inlet pipe and the second water outlet pipe are connected to the second accommodating chamber of the tank body;

[0024] Compared with the prior art, this application:

[0025] (1) The wastewater is introduced into the tank body through the water inlet pipe. At this time, the lifting member and the baffle are engaged, that is, the wastewater enters the first accommodating chamber of the tank body. Since a filter is provided between the tank body and the lifting member, the wastewater is filtered out of larger particles, such as gravel, through the filter, and preliminary filtration of larger impurities can be performed.

[0026] (2) After the initial filtration, the lifting member and the baffle are kept in the engaged state, and the wastewater is still in the first receiving chamber. After the wastewater is allowed to settle, the lifting member and the baffle are separated, and the upper clear liquid flows into the second receiving chamber from the separation area between the lifting member and the baffle, and the lower sedimentation liquid flows out from the first outlet pipe. When the upper clear liquid completely enters the second receiving chamber, the lifting member and the baffle are engaged, and the reaction liquid is introduced into the second receiving chamber from the liquid inlet pipe to further settle the internal wastewater. Further wastewater treatment can be achieved by adding the reaction liquid to increase the wastewater settling effect and further increase the amount of recovered liquid.

[0027] (3) During the reaction process, the stirring action of the stirring paddle and the blowing action of the backflush pipe enable the internal wastewater and the reaction liquid to be fully mixed, thereby further ensuring the mixing effect, thereby increasing the wastewater sedimentation effect and further increasing the amount of recovered liquid.

[0028] (4) The utility model has a reasonable design and a simple structure, has a good wastewater treatment effect, saves water resources, and ensures environmentally friendly discharge. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the utility model and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying creative work.

[0030] Figure 1 A schematic diagram of the structure of a comprehensive station wastewater treatment system provided by an embodiment of the utility model;

[0031] Figure 2 A schematic diagram of the internal structure of the integrated station wastewater treatment system provided by the embodiment of the utility model under the condition that the lifting member and the baffle are engaged;

[0032] Figure 3 A schematic diagram of the internal structure of the integrated station wastewater treatment system provided by the embodiment of the utility model under the condition that the lifting member and the baffle are spaced apart;

[0033] icon:

[0034] 110, tank body; 120, baffle;

[0035] 111, liquid inlet pipe; 112, water inlet pipe; 113, first water outlet pipe; 114, second water outlet pipe;

[0036] 200, lifting piece;

[0037] 300, filter;

[0038] 410, stirring motor; 420, stirring paddle; 430, stirring shaft;

[0039] 510. Backblowing tube. DETAILED DESCRIPTION

[0040] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Generally, the components of the embodiments of the utility model described and shown in the drawings here can be arranged and designed in various different configurations.

[0041] Example

[0042] The embodiment of the present application provides a comprehensive site wastewater treatment system to rationally utilize water resources and ensure environmentally friendly discharge of wastewater.

[0043] See also Figure 1 as well as Figure 2The integrated site wastewater treatment system provided in the embodiment of the present application includes:

[0044] The treatment tank includes a tank body 110 and a baffle 120. The baffle 120 is arranged at the bottom of the tank body 110 and extends along the axial direction of the tank body 110. The baffle 120 is annular along the radial section of the tank body 110. The tank body 110 is provided with a water inlet pipe 112, a liquid inlet pipe 111, a first water outlet pipe 113 and a second water outlet pipe 114. The tank body 110 provides a wastewater treatment space. The water inlet pipe 112 is used to introduce wastewater, the liquid inlet pipe 111 is used to introduce the corresponding reaction liquid, the first water outlet pipe 113 is used to pass the precipitated liquid after preliminary precipitation, and the second water outlet pipe 114 is used to pass the clear liquid after preliminary precipitation after further reaction with the reaction liquid. The baffle 120 is used to divide the internal cavity of the tank body 110. In some embodiments, the tank body 110 is a cylindrical tank body 110, and a circular ring-shaped baffle 120 is provided at the bottom.

[0045] The lifting member 200 is slidably connected to the tank body 110 and can reciprocate along the axial direction of the tank body 110. The baffle 120 is clamped with the lifting member 200. In some embodiments, either the baffle 120 or the lifting member 200 is provided with a clamping groove, and the other is provided with a clamping portion, so that the lifting member 200 is clamped and spaced from the baffle 120. In some embodiments, the lifting member 200 is annular and matches the baffle 120 and can be clamped with the baffle 120. In some embodiments, the lifting member 200 is provided with a clamping groove, and the baffle 120 is provided with a clamping portion. In some embodiments, the baffle 120 is provided with a clamping groove, and the lifting member 200 is provided with a clamping portion. In some embodiments, the lifting member 200 is slidably connected to the top of the tank body 110 and can reciprocate along the axial direction of the tank body 110. Please refer to Figure 2 When the lifting member 200 is engaged with the baffle 120, the internal cavity of the tank body 110 is separated into two non-interconnected first and second accommodating cavities by the lifting member 200 and the baffle 120. Figure 3 Under the condition that the lifting member 200 is spaced from the baffle 120, the first accommodating chamber and the second accommodating chamber are connected, the water inlet pipe 112 and the first water outlet pipe 113 are connected to the first accommodating chamber of the tank body 110, and the liquid inlet pipe 111 and the second water outlet pipe 114 are connected to the second accommodating chamber of the tank body 110. In some embodiments, the first accommodating chamber is located between the tank body 110 and the baffle 120, and the second accommodating chamber is located on the inner side of the baffle 120.

[0046] The filter screen 300 is disposed between the tank body 110 and the lifting member 200 to preliminarily filter the waste water. In some embodiments, the filter screen 300 is in a circular shape and connected to the inner wall of the tank body 110 .

[0047] The stirring assembly is arranged at the bottom of the tank body; in some embodiments, the stirring assembly includes a stirring paddle 420 located inside the tank body 110 and close to the bottom of the tank body 110, so that when the reaction liquid is added, the internal liquid is stirred by the stirring effect of the stirring paddle, so that the reaction liquid and the wastewater react fully and the uniformity of the solution is increased.

[0048] The backflush assembly is arranged at the bottom of the tank body; in some embodiments, the backflush assembly includes a backflush pipe 510 connected to the bottom of the tank body 110, and the backflush pipe 510 is connected to a wind source so that when the reaction liquid is added, the internal liquid can be tumbled by the introduction of gas, and the internal liquid can be stirred to make the reaction liquid and the waste water fully react and increase the uniformity of the solution. The liquid inlet pipe 111 can also be used as a ventilation pipe to ensure a constant pressure in the tank. In some embodiments, the backflush pipe 510 is connected to an air compressor.

[0049] In some embodiments, a plurality of backflush pipes 510 are provided and evenly arranged at the bottom of the tank body 110 to increase the uniformity of gas introduction. In some embodiments, the backflush pipe 510 is connected to the second accommodating chamber of the tank body 110 .

[0050] In some embodiments, the lifting member 200 is provided with a plurality of lifting handles. In some embodiments, the plurality of lifting handles are all connected to a lifting device to facilitate operation of the relative distance between the lifting member 200 and the baffle 120 .

[0051] In some embodiments, the filter screen 300 is provided with multiple layers, which are spaced apart along the axial direction of the tank body 110 to increase the filtering effect. In some embodiments, the mesh size of the filter screen 300 decreases from top to bottom along the axial direction of the tank body 110 .

[0052] In some embodiments, the first water outlet pipe 113 and the second water outlet pipe 114 are provided with valves to control the outflow of liquid. In some embodiments, the second water outlet pipe 114 includes a main pipe, a first sub-pipe and a second sub-pipe. The first sub-pipe and the second sub-pipe are both connected to the main pipe. The main pipe, the first sub-pipe and the second sub-pipe are all provided with valves. In some embodiments, the liquid inlet pipe 111 and the water inlet pipe 112 are both provided with valves.

[0053] In some embodiments, the tank body 110 is also provided with a liquid level gauge for monitoring the liquid level in the tank body 110. In some embodiments, the liquid level gauge monitors the liquid level in the second holding cavity. In some embodiments, the liquid level gauge monitors the liquid level in the first holding cavity. In some embodiments, two liquid level gauges are provided to monitor the liquid levels in the first holding cavity and the second holding cavity, respectively.

[0054] In some embodiments, the water inlet pipe 112 is connected to a pump. In some embodiments, the tank 110 is connected to a wastewater loading tank via a pump.

[0055] In some embodiments, the stirring assembly includes a stirring paddle 420, a stirring motor 410 and a stirring shaft 430. The stirring motor 410 is located outside the tank body 110 and extends into the tank body 110 through the stirring shaft 430 to connect to the stirring paddle 420 to achieve stirring of the liquid in the second holding chamber.

[0056] In some embodiments, the first water outlet pipe 113 and the water inlet pipe 112 are connected by a connecting pipe, and the connecting pipe is provided with a valve so that the sedimentation liquid precipitated in the first containing chamber can be re-introduced through the water inlet pipe 112 for secondary filtration and precipitation to increase the liquid recovery rate.

[0057] The wastewater treatment process of the integrated station wastewater treatment system of this application is described in detail below:

[0058] When in use, waste water is introduced into the tank 110 through the water inlet pipe 112. Figure 2 , so that the lifting member 200 and the baffle 120 are engaged, the first accommodation chamber and the second accommodation chamber are independent of each other, that is, the wastewater enters the first accommodation chamber of the tank body 110. Since a filter screen 300 is provided between the tank body 110 and the lifting member 200, the wastewater is filtered out of larger particles, such as stones, through the filter screen 300, and the filtered solids are left on the filter screen 300 for subsequent separate cleaning by the operator. The liquid flows to the bottom of the tank body 110 through the filter screen 300, and the lifting member 200 and the baffle 120 are kept engaged. After static sedimentation, please refer to Figure 3 , the lifting member 200 and the baffle 120 are separated, the upper clear liquid flows into the second accommodation chamber from the separation area between the lifting member 200 and the baffle 120, and the lower sedimentation liquid flows out from the first outlet pipe 113. When the upper clear liquid completely enters the second accommodation chamber, please refer to Figure 2 , so that the lifting member 200 and the baffle 120 are engaged, and the reaction liquid is introduced into the second containing chamber from the liquid inlet pipe 111, so that the internal wastewater is further settled. At the same time, through the stirring effect of the stirring paddle 420 and the blowing effect of the backblowing pipe 510 on the bottom of the tank body 110, the wastewater in the second containing chamber is fully mixed with the reaction liquid, and the mixing effect is further guaranteed. After the reaction is completed, the lifting member 200 and the baffle 120 are kept engaged, and the sedimentation is allowed to settle. Then the sedimentation liquid and the upper clear liquid are discharged from the second water outlet pipe 114. The second water outlet pipe 114 is provided with a first sub-pipe and a second sub-pipe, and the first sub-pipe and the second sub-pipe are respectively connected to the sedimentation tank and the clear liquid tank, and the sedimentation liquid and the upper clear liquid are respectively collected for recovery or further treatment.

[0059] The integrated site wastewater treatment system of the present application has at least the following advantages:

[0060] (1) The wastewater is introduced into the tank body through the water inlet pipe. At this time, the lifting member and the baffle are engaged, that is, the wastewater enters the first accommodating chamber of the tank body. Since a filter is provided between the tank body and the lifting member, the wastewater is filtered out of larger particles, such as gravel, through the filter, and preliminary filtration of larger impurities can be performed.

[0061] (2) After the initial filtration, the lifting member and the baffle are kept in the engaged state, and the wastewater is still in the first receiving chamber. After the wastewater is allowed to settle, the lifting member and the baffle are separated, and the upper clear liquid flows into the second receiving chamber from the separation area between the lifting member and the baffle, and the lower sedimentation liquid flows out from the first outlet pipe. When the upper clear liquid completely enters the second receiving chamber, the lifting member and the baffle are engaged, and the reaction liquid is introduced into the second receiving chamber from the liquid inlet pipe to further settle the internal wastewater. Further wastewater treatment can be achieved by adding the reaction liquid to increase the wastewater settling effect and further increase the amount of recovered liquid.

[0062] (3) During the reaction process, the stirring action of the stirring paddle and the blowing action of the backflush pipe enable the internal wastewater and the reaction liquid to be fully mixed, thereby further ensuring the mixing effect, thereby increasing the wastewater sedimentation effect and further increasing the amount of recovered liquid.

[0063] (4) The present application provides multiple backflush pipes, which are evenly arranged at the bottom of the tank to increase the uniformity of gas introduction.

[0064] (5) The filter screen of the present application is provided with multiple layers, which are arranged at intervals along the axial direction of the tank body to increase the filtering effect.

[0065] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may be subject to various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A comprehensive site wastewater treatment system, characterized in that: include: The treatment tank comprises a tank body and a baffle, wherein the baffle is arranged at the bottom of the tank body and extends along the axial direction of the tank body, and the baffle is annular along the radial cross section of the tank body, and the tank body is provided with a water inlet pipe, a liquid inlet pipe, a first water outlet pipe and a second water outlet pipe; A lifting member is slidably connected to the tank body and can reciprocate along the axial direction of the tank body, and the baffle is clamped with the lifting member; A filter screen is arranged between the tank body and the lifting member; A stirring assembly is arranged at the bottom of the tank; A backflush assembly is arranged at the bottom of the tank; Wherein, under the condition that the lifting member is clamped with the baffle, the internal cavity of the tank body is divided into two non-communicating first and second accommodating chambers by the clamped lifting member and the baffle, and under the condition that the lifting member is spaced from the baffle, the first accommodating chamber and the second accommodating chamber are connected, the water inlet pipe and the first water outlet pipe are connected to the first accommodating chamber of the tank body, and the liquid inlet pipe and the second water outlet pipe are connected to the second accommodating chamber of the tank body.

2. The integrated wastewater treatment system according to claim 1, characterized in that: Any one of the baffle plate and the lifting member is provided with a clamping groove, and the other is provided with a clamping portion, so that the lifting member is clamped and spaced from the baffle plate.

3. The integrated wastewater treatment system according to claim 1, characterized in that: The back-blowing assembly comprises a back-blowing pipe connected to the bottom of the tank body, the back-blowing pipe is connected to a wind source, and a plurality of back-blowing pipes are provided and are evenly arranged at the bottom of the tank body.

4. The integrated station wastewater treatment system according to claim 1, characterized in that: The lifting member is provided with a plurality of lifting handles, and the lifting handles are connected to the lifting device.

5. The integrated station wastewater treatment system according to claim 1, characterized in that: The filter screen is provided with multiple layers and is arranged at intervals along the axial direction of the tank body.

6. The integrated wastewater treatment system according to any one of claims 1 to 5, characterized in that: The first water outlet pipe and the second water outlet pipe are provided with valves.

7. The integrated station wastewater treatment system according to any one of claims 1 to 5, characterized in that: The tank body is also provided with a liquid level meter for monitoring the liquid level in the tank body.

8. The integrated wastewater treatment system according to any one of claims 1 to 5, characterized in that: The water inlet pipe is connected to a pump.

9. The integrated station wastewater treatment system according to any one of claims 1 to 5, characterized in that: The stirring assembly comprises a stirring paddle, a stirring motor and a stirring shaft. The stirring motor is located outside the tank body and extends into the tank body through the stirring shaft to connect with the stirring paddle.

10. The integrated station wastewater treatment system according to any one of claims 1 to 5, characterized in that: The first water outlet pipe and the water inlet pipe are connected via a connecting pipe, and the connecting pipe is provided with a valve.