High earth and rockfill dam osmotic pressure monitoring meter

By designing high-earth and rock dam osmosis monitoring gauges for components such as water storage tanks, water level gauges, solenoid valves and air pumps, the problem of poor monitoring accuracy in the existing technology is solved, real-time monitoring and regulation of high-earth and rock dam osmosis is achieved, and the accuracy and safety of monitoring are improved.

CN120507077AInactive Publication Date: 2025-08-19CHENGDU ZHAORI ENVIRONMENTAL PROTECTION TECH
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202510594623.4
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-05-09
Publication Date
2025-08-19
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

After the existing osmosis monitoring gauges are installed inside the high-earth and rock dam, the use status cannot be adjusted in time, resulting in poor monitoring accuracy and the real status inside the high-earth and rock dam cannot be accurately reflected.

Method used

A high-earth and rock dam osmosis monitoring meter including a water storage compartment, a water level gauge, a solenoid valve and an air pump is designed. Through the coordination of components such as connecting lines, protective covers, gas pipes, telescopic springs and balls, real-time monitoring and regulation of the internal pressure and water level of the water storage compartment is achieved to ensure the accuracy and safety of monitoring.

Benefits of technology

Timely monitoring and regulation of the osmotic pressure of high earth and rock dams has been achieved, the accuracy and safety performance of monitoring have been improved, and the risk of collapse caused by monitoring errors has been avoided.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN120507077A_ABST
    Figure CN120507077A_ABST
Patent Text Reader

Abstract

The invention relates to the technical field of osmotic pressure monitoring, in particular to a high earth and rockfill dam osmotic pressure monitoring meter which comprises a water storage bin, a water level gauge, an electromagnetic valve and an air pump, a surface passage of the water storage bin is connected with a protective cover, and the surfaces of the water level gauge, the electromagnetic valve and the air pump are electrically connected with connecting wires. The end, away from the protective cover, of the water storage bin is connected with a mounting base through bolts, and an output end passage of the air pump is connected with an air conveying pipe. Through sliding connection of the connecting sleeve and the supporting column and connection of the telescopic spring and the abutting ball, the elastic control effect of the abutting ball in the abutting sleeve is achieved, the timely pressure relief effect of the air conveying pipe on the interior of the water storage bin is achieved, the safety performance and effect of monitoring and using are improved, through the effect of the air pump, pressurization of the interior of the water storage bin is facilitated, and the use safety of the water storage bin is improved. The control ball is separated from the inner wall of the liquid outlet groove, the effect of regulating and controlling the water level in the water storage bin is achieved, and the monitoring use range and performance are improved.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The invention relates to the technical field of seepage pressure monitoring, in particular to a seepage pressure monitoring meter for a high earth-rock dam. Background Art

[0002] By using high earth-rock dams, river channels can be cut off and river directions can be changed. When using high earth-rock dams, the seepage pressure of their internal filter layers needs to be monitored to achieve real-time monitoring of the use status of the high earth-rock dam, so as to avoid damage to the interior without knowing it, which may eventually lead to collapse and cause the high earth-rock dam to lose its function in the river channel and cause harm. However, when using existing seepage pressure monitoring meters, because they are installed inside the high earth-rock dam, the required use status cannot be adjusted in time, affecting the accuracy of monitoring and resulting in errors and deviations in the monitoring of the true internal status of the high earth-rock dam. Summary of the Invention

[0003] The purpose of the present invention is to provide a high earth-rock dam seepage pressure monitoring meter to solve the problem proposed in the above background technology that the required usage status cannot be adjusted in time, affecting the accuracy of monitoring, and leading to errors and deviations in monitoring the true internal status of the high earth-rock dam.

[0004] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a seepage pressure monitoring meter for a high earth-rock dam, comprising a water storage tank, a water level gauge, a solenoid valve and an air pump; the surface passage of the water storage tank is connected to a protective cover; the surfaces of the water level gauge, the solenoid valve and the air pump are electrically connected to connecting wires; the end of the water storage tank away from the protective cover is connected to a mounting seat by a bolt; the output end passage of the air pump is connected to an air pipe; the interior of the air pipe is fixedly connected to a fixing plate; the surface of the fixing plate is fixedly connected to a support column; the outer surface of the support column is sleeved with a connecting sleeve; the inner side of the connecting sleeve is fixedly connected to a telescopic spring; the end of the connecting sleeve away from the support column is fixedly connected to a ball; the inner side of the air pipe is fixedly connected to a telescopic spring; the end of the connecting sleeve away from the support column is fixedly connected to a ball; The wall is fixedly connected with a sleeve, and a liquid inlet pipe is provided on the surface of the water storage tank, and a filter plate is fixedly connected to the inside of the liquid inlet pipe, and a first liquid guide cover and a second liquid guide cover are fixedly connected to the inner wall of the liquid inlet pipe, and a sliding sleeve is fixedly connected to the surface of the first liquid guide cover, and a limiting groove is provided on the inner wall of the sliding sleeve, and a guide rod is slidably connected to the inside of the sliding sleeve, and the outer surface of the guide rod is fixedly connected to the limiting plate, and the surface of the guide rod is fixedly connected to a guide ball, and a liquid outlet groove is provided on the surface of the guide ball, and a connecting plate is fixedly connected to the inside of the liquid outlet groove, and the surface of the connecting plate is fixedly connected to a telescopic sleeve, and the inner side of the telescopic sleeve is fixedly connected to a support spring, and the surface of the support spring is fixedly connected to a control ball.

[0005] Preferably, the water level gauge, solenoid valve and air pump are all arranged inside the protective cover, the surface passage of the solenoid valve is connected with a pipeline, and the pipeline is connected to the water storage tank passage, and the air pipe is connected to the water storage tank passage.

[0006] Preferably, a through hole is formed through the surface of the protective cover, a support rod is fixedly connected to the outer surface of the fixing plate, and the fixing plate is fixedly connected to the air pipe through the support rod.

[0007] Preferably, the connecting sleeve is elastically slidably connected to the support column via a telescopic spring, and the abutting ball is elastically connected to the fixing plate via the connecting sleeve and the support column.

[0008] Preferably, the abutting sleeve is conical in shape, and the abutting ball is in abutment contact with the inner wall of the abutting sleeve through the connecting sleeve and the supporting column. The abutting ball and the abutting sleeve control the opening and closing of the gas pipeline passage.

[0009] Preferably, the liquid inlet pipes are evenly distributed on the surface of the water storage bin, the liquid inlet pipes are connected to the water storage bin passage, and the filter plates are correspondingly connected to the liquid inlet pipes.

[0010] Preferably, the first liquid-conducting cover and the second liquid-conducting cover have the same shape, both ends of the sliding sleeve are fixedly connected to the surfaces of the first liquid-conducting cover and the second liquid-conducting cover, and the first liquid-conducting cover and the second liquid-conducting cover are connected through a sliding sleeve passage.

[0011] Preferably, the guide ball is slidably connected to the guide rod and the sliding sleeve, the limit plate and the limit groove are slidably connected, the limit grooves are oppositely opened on the inner wall of the sliding sleeve, and the limit plate and the limit grooves are correspondingly connected.

[0012] Preferably, the liquid outlet groove passes through the surface of the guide ball and the guide rod, the part of the liquid outlet groove acting on the guide rod is conical in shape, the outer surface of the connecting plate is fixedly connected to the support plate, and the connecting plate is fixedly connected to the inside of the liquid outlet groove through the support plate.

[0013] Preferably, the control ball is elastically slidably connected to the telescopic sleeve via a support spring, and the control ball is in contact with the inner wall of the liquid outlet groove via a connecting plate.

[0014] Compared with the prior art, the present invention has the following beneficial effects:

[0015] 1. Through the connection between the water storage tank and the protective cover, and the connection of the water level gauge, solenoid valve, air pump and connecting wire, the use status of the water storage tank can be controlled, and the control operation required for internal monitoring of the water storage tank can be completed. The internal pressure and water level of the water storage tank can be monitored and regulated in time. Under the connection of the air pipe and the fixed plate, the sliding connection between the connecting sleeve and the support column, and the connection between the telescopic spring and the ball can realize the elastic control effect of the ball in the sleeve, so as to achieve the timely pressure relief effect of the air pipe on the inside of the water storage tank, thereby improving the safety performance and effect of its monitoring use.

[0016] 2. Through the connection between the water storage tank and the liquid inlet pipe, under the action of the filter plate, the water entering the water storage tank through the liquid inlet pipe is filtered. Through the connection of the guide ball and the guide rod, and the sliding connection of the limit plate and the limit groove, the water is conveniently allowed to enter the water storage tank. Through the action of the water level gauge, the water level is monitored in time to achieve the effect of seepage pressure monitoring. Under the connection of the connecting plate and the telescopic sleeve, the connection of the support spring and the control ball is used to control the passage of the liquid outlet groove. Through the action of the air pump, the interior of the water storage tank is pressurized to achieve the separation of the control ball and the inner wall of the liquid outlet groove, thereby achieving the effect of regulating the water level inside the water storage tank and improving its monitoring range and performance. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a structural schematic diagram of the present invention;

[0018] Figure 2 It is a schematic structural perspective diagram of the water storage tank of the present invention;

[0019] Figure 3 For the present invention Figure 2 A schematic diagram of the cross-section of the structure of the middle protective cover;

[0020] Figure 4 For the present invention Figure 3 Schematic diagram of the enlarged structure at A in the middle;

[0021] Figure 5 It is a schematic perspective cross-sectional view of a portion of the structure of the water storage tank of the present invention;

[0022] Figure 6 For the present invention Figure 5 A schematic diagram of the cross-sectional structure of the middle sliding sleeve;

[0023] Figure 7 For the present invention Figure 6 Schematic diagram of the cross-section of the structure of the center guide rod.

[0024] In the figure: 1. Water storage tank; 11. Liquid inlet pipe; 12. Filter plate; 13. First liquid guide cover; 14. Sliding sleeve; 15. Second liquid guide cover; 2. Connecting line; 3. Protective cover; 4. Mounting seat; 5. Water level gauge; 6. Solenoid valve; 7. Air pump; 71. Air pipe; 8. Fixing plate; 81. Support column; 82. Connecting sleeve; 83. Telescopic spring; 84. Ball stop; 85. Ball stop; 9. Guide rod; 91. Guide ball; 92. Limit plate; 93. Limit groove; 94. Liquid outlet groove; 95. Connecting plate; 96. Telescopic sleeve; 97. Support spring; 98. Control ball. DETAILED DESCRIPTION

[0025] See also Figure 1-7 , an embodiment provided by the present invention:

[0026] A high earth-rock dam seepage pressure monitoring meter includes a water storage tank 1, a water level gauge 5, a solenoid valve 6 and an air pump 7. The surface passage of the water storage tank 1 is connected to a protective cover 3. The surfaces of the water level gauge 5, the solenoid valve 6 and the air pump 7 are all electrically connected to a connecting line 2. The end of the water storage tank 1 away from the protective cover 3 is connected to a mounting seat 4 by a bolt. The output end passage of the air pump 7 is connected to an air pipe 71. The interior of the air pipe 71 is fixedly connected to a fixing plate 8. The surface of the fixing plate 8 is fixedly connected to a support column 81. The outer surface of the support column 81 is sleeved with a connecting sleeve 82. The inner side of the connecting sleeve 82 is fixedly connected to a telescopic spring 83. The end of the connecting sleeve 82 away from the support column 81 is fixedly connected to a ball 84. The inner wall of the air pipe 71 is fixedly connected to a sleeve 85. A liquid inlet pipe 11 is provided on the surface of the water storage tank 1. The interior of the liquid inlet pipe 11 is fixedly connected to a filter plate 12. The inner wall of the liquid inlet pipe 11 is fixedly connected to a first liquid guide cover 13 and a second liquid guide cover 15. The surface of the first liquid guide cover 13 is fixedly connected to the A sliding sleeve 14 is fixedly connected, and a limiting groove 93 is provided on the inner wall of the sliding sleeve 14. A guide rod 9 is slidably connected to the inside of the sliding sleeve 14, and the outer surface of the guide rod 9 is fixedly connected to the limiting plate 92. The surface of the guide rod 9 is fixedly connected to the surface of the guide ball 91, and a liquid outlet groove 94 is provided on the surface of the guide ball 91. The liquid outlet groove 94 is fixedly connected to a connecting plate 95. The surface of the connecting plate 95 is fixedly connected to a telescopic sleeve 96. The inner side of the telescopic sleeve 96 is fixedly connected to a supporting spring 97. The surface of the supporting spring 97 is fixedly connected to a control ball 98. By installing the water storage tank 1 and the mounting seat 4 at the position of the filter layer in the high earth-rock dam, the internal seepage pressure of the high earth-rock dam can be monitored. Under the action of the connecting line 2, the electrical control effect of the water level gauge 5, the solenoid valve 6 and the air pump 7 is realized. Through the action of the liquid inlet pipe 11, the water level in the water storage tank 1 can be controlled. Under the action of the water level gauge 5, the water level in the water storage tank 1 is monitored, and the indirect monitoring effect of the seepage pressure of the high earth-rock dam is achieved.

[0027] Furthermore, the water level gauge 5, the solenoid valve 6 and the air pump 7 are all arranged inside the protective cover 3. The surface passage of the solenoid valve 6 is connected with a pipeline, and the pipeline is connected to the passage of the water storage tank 1, and the air supply pipe 71 is connected to the passage of the water storage tank 1. Through the connection between the protective cover 3 and the water storage tank 1, under the action of the protective cover 3, the use protection effect of the water level gauge 5, the solenoid valve 6 and the air pump 7 is achieved. Under the action of the solenoid valve 6, the pressure in the water storage tank 1 can be controlled to achieve the control effect of pressure relief.

[0028] Furthermore, a through hole is opened through the surface of the protective cover 3, and a support rod is fixedly connected to the outer surface of the fixed plate 8. The fixed plate 8 is fixedly connected to the air pipe 71 through the support rod. The through hole on the protective cover 3 facilitates the contact between the air pump 7 and the outside world, thereby achieving its heat dissipation treatment effect. Under the action of the air pump 7 and the air pipe 71, the pressure in the water storage tank 1 is controlled through the action of the air pump 7, thereby achieving the pressurization effect.

[0029] Furthermore, the connecting sleeve 82 is elastically slidably connected to the support column 81 through the telescopic spring 83, and the ball 84 is elastically connected to the fixed plate 8 through the connecting sleeve 82 and the support column 81. Through the connection of the air supply pipe 71 and the fixed plate 8, under the connection of the support column 81 and the connecting sleeve 82, the elastic sliding operation between the connecting sleeve 82 and the support column 81 is realized through the action of the telescopic spring 83.

[0030] Furthermore, the sleeve 85 is conical in shape, and the ball 84 contacts the inner wall of the sleeve 85 through the connecting sleeve 82 and the support column 81. The ball 84 and the sleeve 85 control the opening and closing of the passage of the air pipe 71. Through the connection between the telescopic spring 83 and the connecting sleeve 82, and the connection between the connecting sleeve 82 and the ball 84, the elastic sliding effect of the ball 84 in the sleeve 85 is achieved. Through the action of the ball 84, the passage of the air pipe 71 and the sleeve 85 is controlled to achieve the autonomous pressure relief effect of overpressure in the water storage tank 1.

[0031] Furthermore, the liquid inlet pipe 11 is evenly distributed on the surface of the water storage tank 1, the liquid inlet pipe 11 is connected to the passage of the water storage tank 1, the filter plate 12 and the liquid inlet pipe 11 are correspondingly connected, and through the connection between the water storage tank 1 and the liquid inlet pipe 11, under the action of the liquid inlet pipe 11, the control effect of the one-way passage of the water storage tank 1 is achieved, which facilitates the external water to enter the interior of the water storage tank 1. By changing the water level in the water storage tank 1, under the action of the water level meter 5, the seepage pressure of the high earth-rock dam is indirectly monitored.

[0032] Furthermore, the first liquid guiding cover 13 and the second liquid guiding cover 15 have the same shape, and the two ends of the sliding sleeve 14 are fixedly connected to the surfaces of the first liquid guiding cover 13 and the second liquid guiding cover 15. The first liquid guiding cover 13 and the second liquid guiding cover 15 are connected through the sliding sleeve 14 passage. Through the connection between the liquid inlet pipe 11 and the filter plate 12, under the action of the filter plate 12, the filtering operation of the water entering the water storage tank 1 is facilitated. Under the action of the first liquid guiding cover 13 and the second liquid guiding cover 15, the passage of the liquid inlet pipe 11 is controlled, which facilitates the water to enter and exit the water storage tank 1 through the liquid inlet pipe 11, and facilitates the control operation of the water level in the water storage tank 1.

[0033] Furthermore, the guide ball 91 is slidably connected to the guide rod 9 and the sleeve 14, the limit plate 92 and the limit groove 93 are slidably connected, the limit groove 93 is oppositely opened on the inner wall of the sleeve 14, the limit plate 92 and the limit groove 93 are correspondingly connected, and through the connection between the guide rod 9 and the limit plate 92, under the sliding connection between the limit plate 92 and the limit groove 93, the sliding angle of the guide rod 9 and the guide ball 91 in the sleeve 14 is limited and supported.

[0034] Furthermore, the liquid outlet groove 94 passes through the surface of the guide ball 91 and the guide rod 9. The part of the liquid outlet groove 94 that acts on the guide rod 9 is conical in shape. The outer surface of the connecting plate 95 is fixedly connected to the support plate. The connecting plate 95 is fixedly connected to the inside of the liquid outlet groove 94 through the support plate. Through the connection between the guide ball 91 and the liquid outlet groove 94, under the action of the liquid outlet groove 94, the water in the water storage tank 1 is easily discharged.

[0035] Furthermore, the control ball 98 is elastically slidably connected to the support spring 97 and the telescopic sleeve 96, and the control ball 98 is in contact with the inner wall of the liquid outlet groove 94 through the connecting plate 95. Through the connection of the connecting plate 95 and the telescopic sleeve 96, and under the connection of the support spring 97 and the control ball 98, the control ball 98 is in contact with the inner wall of the liquid outlet groove 94, thereby achieving a one-way control effect on the liquid outlet groove 94 passage.

[0036] Working principle: When monitoring the seepage pressure of a high earth-rock dam, the water level gauge 5, the electromagnetic valve 6 and the air pump 7 are controlled by connecting the relevant monitoring terminal and the connecting line 2. Under the action of the water level gauge 5, the water level in the water storage tank 1 is detected. Under the action of the electromagnetic valve 6, the pressure relief in the water storage tank 1 is controlled. When it is necessary to pressurize the inside of the water storage tank 1, the air pump 7 is started. Under the action of the air pipe 71, the pressure in the water storage tank 1 is changed. When the pressure in the water storage tank 1 exceeds the design requirement, under the connection between the fixed plate 8 and the support column 81, the connection between the connecting sleeve 82 and the telescopic spring 83 changes the ball 84 in the sleeve 85. The position inside achieves the effect of autonomous pressure relief. Under the connection between the water storage tank 1 and the liquid inlet pipe 11, through the connection between the first liquid guide cover 13 and the sliding sleeve 14, and the connection between the sliding sleeve 14 and the second liquid guide cover 15, when the external water enters the water storage tank 1, the guide rod 9 and the guide ball 91 change their positions. At this time, the guide ball 91 and the second liquid guide cover 15 are not in contact, and the water enters the water storage tank 1. When the water in the water storage tank 1 is drained, the air pump 7 is started to change the pressure in the water storage tank 1. At this time, under the action of the support spring 97, the position of the control ball 98 is changed to open the liquid outlet groove 94 channel, thereby achieving the operation effect of draining water from the water storage tank 1.

Claims

1. A seepage pressure monitoring meter for a high earth-rock dam, comprising a water storage tank, a water level gauge, a solenoid valve, and an air pump, characterized in that: The surface passage of the water storage tank is connected to a protective cover, and the surfaces of the water level gauge, solenoid valve and air pump are electrically connected with connecting wires. The end of the water storage tank away from the protective cover is connected to a mounting seat by a bolt, and the output end passage of the air pump is connected to an air pipe, the interior of the air pipe is fixedly connected to a fixing plate, the surface of the fixing plate is fixedly connected to a support column, the outer surface of the support column is sleeved with a connecting sleeve, the inner side of the connecting sleeve is fixedly connected to a telescopic spring, the end of the connecting sleeve away from the support column is fixedly connected to a ball, the inner wall of the air pipe is fixedly connected to a sleeve, and a liquid inlet pipe is provided on the surface of the water storage tank. The interior of the liquid inlet pipe is fixedly connected to a filter plate, the inner wall of the liquid inlet pipe is fixedly connected to a first liquid guide cover and a second liquid guide cover, the surface of the first liquid guide cover is fixedly connected to a sliding sleeve, the inner wall of the sliding sleeve is provided with a limiting groove, the interior of the sliding sleeve is slidably connected to a guide rod, the outer surface of the guide rod is fixedly connected to a limiting plate, the surface of the guide rod is fixedly connected to a guide ball, the surface of the guide ball is provided with a liquid outlet groove, the interior of the liquid outlet groove is fixedly connected to a connecting plate, the surface of the connecting plate is fixedly connected to a telescopic sleeve, the inner side of the telescopic sleeve is fixedly connected to a support spring, and the surface of the support spring is fixedly connected to a control ball.

2. A high earth-rock dam seepage pressure monitoring meter according to claim 1, characterized in that: The water level gauge, electromagnetic valve and air pump are all arranged inside the protective cover. The surface passage of the electromagnetic valve is connected with a pipeline, and the pipeline is connected to the water storage tank passage, and the air pipe is connected to the water storage tank passage.

3. The seepage pressure monitoring meter for a high earth-rock dam according to claim 1, characterized in that: A through hole is formed through the surface of the protective cover, a support rod is fixedly connected to the outer surface of the fixing plate, and the fixing plate is fixedly connected to the air pipe through the support rod.

4. The high earth-rock dam seepage pressure monitoring meter according to claim 1, characterized in that: The connecting sleeve is elastically slidably connected to the support column via a telescopic spring, and the abutting ball is elastically connected to the fixing plate via the connecting sleeve and the support column.

5. The high earth-rock dam seepage pressure monitoring meter according to claim 1, characterized in that: The abutting sleeve is in a conical shape, and the abutting ball is in contact with the inner wall of the abutting sleeve through the connecting sleeve and the supporting column. The abutting ball and the abutting sleeve control the opening and closing of the gas pipeline passage.

6. The high earth-rock dam seepage pressure monitoring meter according to claim 1, characterized in that: The liquid inlet pipes are evenly distributed on the surface of the water storage bin, the liquid inlet pipes are connected to the water storage bin passage, and the filter plates are correspondingly connected to the liquid inlet pipes.

7. The seepage pressure monitoring meter for a high earth-rock dam according to claim 1, characterized in that: The first liquid-conducting cover and the second liquid-conducting cover have the same shape, both ends of the sliding sleeve are fixedly connected to the surfaces of the first liquid-conducting cover and the second liquid-conducting cover, and the first liquid-conducting cover and the second liquid-conducting cover are connected through a sliding sleeve passage.

8. The seepage pressure monitoring meter for a high earth-rock dam according to claim 1, characterized in that: The guide ball is slidably connected to the sliding sleeve via the guide rod, the limiting plate is slidably connected to the limiting groove, the limiting groove is oppositely opened on the inner wall of the sliding sleeve, and the limiting plate and the limiting groove are correspondingly connected.

9. The high earth-rock dam seepage pressure monitoring meter according to claim 1, characterized in that: The liquid outlet groove passes through the surface of the guide ball and the guide rod. The part of the liquid outlet groove that acts on the guide rod is conical in shape. The outer surface of the connecting plate is fixedly connected to a support plate, and the connecting plate is fixedly connected to the inside of the liquid outlet groove through the support plate.

10. The seepage pressure monitoring meter for a high earth-rock dam according to claim 1, characterized in that: The control ball is elastically slidably connected to the telescopic sleeve via a support spring, and the control ball is in contact with the inner wall of the liquid outlet groove via a connecting plate.