CN210140805U - Retaining wall for hydraulic engineering - Google Patents
Retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN210140805U CN210140805U CN201920651530.0U CN201920651530U CN210140805U CN 210140805 U CN210140805 U CN 210140805U CN 201920651530 U CN201920651530 U CN 201920651530U CN 210140805 U CN210140805 U CN 210140805U
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- Prior art keywords
- wall body
- water level
- hydraulic engineering
- retaining wall
- liquid level
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 76
- 239000007788 liquid Substances 0.000 claims abstract description 33
- 239000011449 brick Substances 0.000 claims abstract description 20
- 238000002955 isolation Methods 0.000 claims description 16
- 229910001208 Crucible steel Inorganic materials 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000003139 buffering effect Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000001413 cellular effect Effects 0.000 claims description 2
- 230000008054 signal transmission Effects 0.000 claims description 2
- 238000012544 monitoring process Methods 0.000 abstract description 7
- 241000251468 Actinopterygii Species 0.000 abstract description 4
- 230000003628 erosive effect Effects 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000001932 seasonal effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 description 1
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Abstract
The utility model discloses a retaining wall for hydraulic engineering, the power distribution box comprises a wall body, upper end one side fixedly connected with dykes and dams brick of wall body, one side of wall body is rabbeted there is the water level mouth, the lower extreme of wall body has met rag bolt through the nut circle soon, the inboard of water level mouth is provided with isolated net, the lower extreme of water level mouth has cup jointed the drainage tube, the bulge pipe has been cup jointed to the one end of drainage tube, the one end of bulge pipe has cup jointed the main pipe body. The utility model discloses a device is through setting up the cushion collar, promote the firm degree of wall body of brick and rag bolt enhancement, reduce the erosion of water pressure to the wall body, improve the life of wall body, through setting up a plurality of water level mouths, excrete rivers according to the water level condition of difference, reduce wall body pressure, the cooperation is completely cut off and is bored in isolated great object and the fish, protection wall body structure, come the early warning water level through liquid level well and level sensor and warning light, the person of monitoring of being convenient for is according to opening and shutting of the manual valve of early warning water level control, it protects the wall body to control the water level.
Description
Technical Field
The utility model relates to a hydraulic engineering's technical field, in particular to retaining wall for hydraulic engineering.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in nature to achieve the purposes of removing harmful substances and benefiting. Also known as water engineering. Water is a valuable resource essential for human production and life, but its naturally occurring state does not completely meet the needs of human beings. Only when hydraulic engineering is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. Hydraulic engineering needs to build different types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, transition troughs, rafts, fishways and the like so as to achieve the aims;
the retaining wall is a building with a firm slope and is used for reinforcing a reservoir or a dam, preventing water from collapsing, preventing water and soil loss and protecting pedestrians and nearby buildings.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a retaining wall for hydraulic engineering can effectively solve the problem in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a retaining wall for hydraulic engineering comprises a wall body, wherein a dam brick is fixedly connected to one side of the upper end of the wall body, a water level port is embedded in one side of the wall body, a lower end of the wall body is screwed with a foundation bolt through a nut ring, an isolation net is arranged on the inner side of the water level port, a drainage tube is sleeved at the lower end of the water level port, a convex tube is sleeved at one end of the drainage tube, a main tube body is sleeved at one end of the convex tube, a liquid level well is sleeved at the upper end of the convex tube, a one-way valve is arranged at one end of the main tube body, a manual valve is arranged at the other end of the main tube body, a liquid level sensor is arranged at the upper end of the liquid level well, a warning lamp is arranged at one end of the dam brick, a buffer sleeve is fixedly connected to one end of the dam brick, a buffer, one end of the buffering spring is fixedly connected with an I-shaped frame, and one end of the I-shaped frame is fixedly connected with an inner cushion block.
Further, the isolation net is a honeycomb steel net, the isolation net is located at the joint of the water level port and the drainage pipe, and the quantity of the isolation net is adjusted according to the quantity of the water level port.
Further, the water level port is located between the two dam bricks, and the water level port is flush with the plane of the wall body.
Further, level sensor is the fixed level sensor of CYW11 type, level sensor fixes the one end at three liquid level well, level sensor and warning light have the electric connection relation, level sensor gives the warning light with water level signal and makes its scintillation.
Further, the lower side of the liquid level well is fixed at the upper end of the convex pipe, three groups of liquid level wells are arranged, and the upper end of the liquid level well is connected to the air outside the wall body.
Furthermore, the check valve is a stainless steel split type check valve, the check valve is located at the joint of the convex pipe and the main pipe body, and the check valve limits water flow backflow of the main pipe body.
Furthermore, the manual valve is a cast steel flange gate valve Z41H-16C, the manual valve is located on one side of the tail end of the wall body, and the manual valve is used for controlling water flow of the main pipe.
Furthermore, one side of the buffer sleeve is provided with a plurality of rectangular notches, and the other end of the buffer sleeve is embedded in the end face of the dam brick through foot nails.
Further, the I-shaped frame can slide in the buffer sleeve notch, two groups of inner cushion blocks are distributed on two sides of one end of the I-shaped frame, and the I-shaped frame provides thrust through the buffer spring to relieve the impact force of water.
Compared with the prior art, the utility model discloses following beneficial effect has: the utility model discloses a device is through setting up the cushion collar, promote the firm degree of wall body of brick and rag bolt enhancement, reduce the erosion of water pressure to the wall body, improve the life of wall body, through setting up a plurality of water level mouths, excrete rivers according to the water level condition of difference, reduce wall body pressure, the cooperation is completely cut off and is bored in isolated great object and the fish, protection wall body structure, come the early warning water level through liquid level well and level sensor and warning light, the person of monitoring of being convenient for is according to opening and shutting of the manual valve of early warning water level control, it protects the wall body to control the water level.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Figure 2 is the utility model discloses dykes and dams brick structure sketch map.
Fig. 3 is a schematic view of the structure of the cushion collar of the present invention.
In the figure: 1. a wall body; 2. a dam brick; 3. an isolation net; 4. a drainage tube; 5. a water level port; 6. a nut ring; 7. anchor bolts; 8. a warning light; 9. a liquid level sensor; 10. a liquid level well; 11. a convex tube; 12. a one-way valve; 13. a primary tube; 14. a manual valve; 15. a buffer sleeve; 16. a buffer spring; 17. an inner cushion block; 18. an I-shaped frame; 19. and (5) foot nailing.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-3, a retaining wall for hydraulic engineering comprises a wall body 1, a dam brick 2 fixedly connected to one side of the upper end of the wall body 1, a water level port 5 embedded in one side of the wall body 1, a foundation bolt 7 screwed to the lower end of the wall body 1 through a nut ring 6, an isolation net 3 arranged inside the water level port 5, a drainage tube 4 sleeved to the lower end of the water level port 5, a convex tube 11 sleeved to one end of the drainage tube 4, a main tube 13 sleeved to one end of the convex tube 11, a liquid level well 10 sleeved to the upper end of the convex tube 11, a check valve 12 arranged at one end of the main tube 13, a manual valve 14 arranged at the other end of the main tube 13, a liquid level sensor 9 arranged at the upper end of the liquid level well 10, a warning lamp 8 arranged at one end of the liquid level sensor 9, and a buffer sleeve 15 fixedly connected to one end of the dam brick 2, one end of the buffer sleeve 15 is fixedly connected with a buffer spring 16, the other end of the buffer sleeve 15 is fixedly connected with a foot nail 19, one end of the buffer spring 16 is fixedly connected with an I-shaped frame 18, and one end of the I-shaped frame 18 is fixedly connected with an inner cushion block 17.
Wherein, isolation net 3 is cellular steel system net, isolation net 3 is located water level mouth 5 and 4 handing-over departments of drainage tube, isolation net 3 is according to 5 quantity regulation quantity in the water level mouth, isolates particulate matter such as soil stone and fish through isolation net 3, and 1 overall structure of protection wall body is difficult to appear collapsing, also avoids being responsible for the jam of 13, effectual protection overall structure.
The water level ports 5 are located between the two dam bricks 2, the water level ports 5 are flush with the plane of the wall body 1, discharge capacity is increased according to seasonal water level changes through the water level ports 5 with different heights, bearing of the wall body 1 is reduced, and damage of water breaking through the wall body 1 can be reduced while the wall body 1 is protected.
Wherein, level sensor 9 is the fixed level sensor of CYW11 type, level sensor 9 fixes the one end at three liquid level well 10, level sensor 9 and warning light 8 have the electric connection relation, level sensor 9 gives the warning light 8 with water level signal transmission and makes its scintillation, through the change of the effectual monitoring season water level of level sensor 9, provides monitoring warning effect for the monitoring person through warning light 8, and the monitoring person early warning in advance of being convenient for and regulation reduce the emergence of tragedy.
Wherein, the downside of liquid level well 10 is fixed in 11 upper ends of convex pipe, liquid level well 10 sets up three groups altogether, the upper end of liquid level well 10 is connected to 1 outside air of wall body, plays the convenience that improves monitoring personnel to water sampling investigation when being convenient for level sensor 9 monitors the water level change through setting up liquid level well 10, and convex pipe 11 reduces rivers and blocks up, the excreted effect of rivers of being convenient for.
The check valve 12 is a stainless steel split type check valve, the check valve 12 is located at the joint of the convex pipe 11 and the main pipe 13, the check valve 12 limits the water flow backflow of the main pipe 13, the check valve 12 plays a role in protecting the water pipe, and the convex pipe 11 is prevented from being blocked.
The manual valve 14 is a cast steel flange gate valve Z41H-16C, the manual valve 14 is located on one side of the tail end of the wall body 1, and the manual valve 14 controls water flow of the main pipe 13, so that water flow drainage speed can be adjusted according to seasonal water level changes conveniently to protect a water source.
Wherein, one side of cushion collar 15 sets up a plurality of rectangle notches, the other end of cushion collar 15 passes through the terminal surface of foot nail 19 embedding at dykes and dams brick 2, protects wall body 1 structure through I-shaped frame 18, buffer spring 16 and interior cushion 17 of cushion collar 15 upper end, improves wall body 1 to the tightness of high-pressure rivers, improves the life of whole structure.
The I-shaped frame 18 can slide in the notch of the buffer sleeve 15, two groups of inner cushion blocks 17 are uniformly distributed on two sides of one end of the I-shaped frame 18, the I-shaped frame 18 provides thrust through the buffer spring 16 to relieve the impact force of water, the I-shaped frame 18 relieves the impact force of water flow, the impact of the water flow pressure and sediment on the wall body 1 is reduced, and the structural stability is improved.
It should be noted that the utility model relates to a retaining wall for hydraulic engineering,
pouring: firstly, foundation bolts 7 are installed, a convex pipe 11 and a main pipe body 13 are laid, a one-way valve 12 is installed on the inner side of the main pipe body 13, a manual valve 14 is sleeved at one end of the one-way valve, a liquid level well 10 is fixed, a liquid level sensor 9 and a warning lamp 8 are sleeved at the upper end of the liquid level well 10, a wall body 1 is poured, an isolation net 3 is installed on a reserved water level port 5, a dam brick 2 is cut on the end face of the wall body 1, a buffer sleeve 15 is nailed at the upper end of the dam brick 2 through foot nails 19, and the installation of the whole wall body 1 is completed;
the method comprises the following steps: the water flow beats the I-shaped frame 18 on the buffer sleeve 15, the I-shaped frame 18 relieves the water flow impact, partial water flow enters the drainage tube 4 from the water level port 5, the isolation net 3 isolates soil particles and fishes from entering the tube body and entering the convex tube 11, the liquid level well 10 begins to rise and touches the liquid level sensor 9, the warning lamp 8 flickers, and the monitor rotates the manual valve 14 to open the main tube body 13, so that the water flow is discharged into a corresponding pipeline along the main tube body 13.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention.
Claims (9)
1. The utility model provides a retaining wall for hydraulic engineering, includes wall body (1), its characterized in that: one side of the upper end of the wall body (1) is fixedly connected with a dam brick (2), one side of the wall body (1) is embedded with a water level port (5), the lower end of the wall body (1) is screwed with a foundation bolt (7) through a nut ring (6), the inner side of the water level port (5) is provided with an isolation net (3), the lower end of the water level port (5) is sleeved with a drainage tube (4), one end of the drainage tube (4) is sleeved with a convex tube (11), one end of the convex tube (11) is sleeved with a main tube body (13), the upper end of the convex tube (11) is sleeved with a liquid level well (10), one end of the main tube body (13) is provided with a one-way valve (12), the other end of the main tube body (13) is provided with a manual valve (14), the upper end of the liquid level well (10) is provided with a liquid level sensor (9), one end of the liquid level, one end fixedly connected with cushion collar (15) of dyke brick (2), the one end fixedly connected with buffering spring (16) of cushion collar (15), the other end fixedly connected with foot nail (19) of cushion collar (15), the one end fixedly connected with I-shaped frame (18) of buffering spring (16), cushion (17) in the one end fixedly connected with of I-shaped frame (18).
2. A retaining wall for hydraulic engineering according to claim 1, characterized in that: isolation net (3) are cellular steel system net, isolation net (3) are located water level mouth (5) and drainage tube (4) handing-over department, isolation net (3) are according to water level mouth (5) quantity control quantity.
3. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the water level opening (5) is positioned between the two dam bricks (2), and the water level opening (5) is flush with the plane of the wall body (1).
4. A retaining wall for hydraulic engineering according to claim 1, characterized in that: level sensor (9) are the fixed level sensor of CYW11 type, the one end in three liquid level well (10) is fixed in level sensor (9), there is the electric connection relation in level sensor (9) and warning light (8), level sensor (9) give warning light (8) with water level signal transmission and make its scintillation.
5. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the downside of liquid level well (10) is fixed in bulge pipe (11) upper end, liquid level well (10) set up three groups altogether, the upper end of liquid level well (10) is connected to the outside air of wall body.
6. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the check valve (12) is a stainless steel split type check valve, the check valve (12) is located at the joint of the convex pipe (11) and the main pipe body (13), and the check valve (12) limits water flow backflow of the main pipe body (13).
7. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the manual valve (14) is a cast steel flange gate valve Z41H-16C, the manual valve (14) is located on one side of the tail end of the wall body (1), and the manual valve (14) is used for controlling water flow of the main pipe body (13).
8. A retaining wall for hydraulic engineering according to claim 1, characterized in that: one side of the buffer sleeve (15) is provided with a plurality of rectangular notches, and the other end of the buffer sleeve (15) is embedded into the end face of the dam brick (2) through foot nails (19).
9. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the I-shaped frame (18) can slide in a notch of the buffer sleeve (15), two groups of inner cushion blocks (17) are distributed on two sides of one end of the I-shaped frame (18), and the I-shaped frame (18) provides thrust through the buffer spring (16) to relieve the impact force of water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920651530.0U CN210140805U (en) | 2019-05-08 | 2019-05-08 | Retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920651530.0U CN210140805U (en) | 2019-05-08 | 2019-05-08 | Retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210140805U true CN210140805U (en) | 2020-03-13 |
Family
ID=69733331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920651530.0U Expired - Fee Related CN210140805U (en) | 2019-05-08 | 2019-05-08 | Retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210140805U (en) |
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2019
- 2019-05-08 CN CN201920651530.0U patent/CN210140805U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200313 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |