CN207419391U - A kind of water conservancy dam configuration - Google Patents
A kind of water conservancy dam configuration Download PDFInfo
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- CN207419391U CN207419391U CN201721556341.2U CN201721556341U CN207419391U CN 207419391 U CN207419391 U CN 207419391U CN 201721556341 U CN201721556341 U CN 201721556341U CN 207419391 U CN207419391 U CN 207419391U
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- layer
- monitor
- soil matrix
- water conservancy
- vegetable
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Abstract
The utility model discloses a kind of water conservancy dam configuration, including dam body, the dam body includes soil matrix layer, sand-gravel cushion, fixed pilum, the first vegetable layer, the second vegetable layer and concrete layer, the soil matrix layer and the sand-gravel cushion be horizontally disposed and the sand-gravel cushion is located at the top of the soil matrix layer, the soil matrix layer is equipped with displacement deformation monitor, for monitoring the surface displacement deformation of the soil matrix layer；The fixed pilum is arranged between the soil matrix layer and the sand-gravel cushion vertically, and the fixed pilum is equipped with rainfall monitor, for monitoring rainfall；The dam body is equipped with the first vegetable layer, concrete layer and the second vegetable layer successively from left to right；First vegetable layer is respectively equipped with seepage discharge monitor with the second vegetable layer bottom, and the seepage flow amount detector is used for the flow of leakage monitoring water；The utility model is simple in structure, easy to operate, realizes and dykes and dams situation is monitored in real time, effectively safeguards the security of dam configuration.
Description
Technical field
The utility model is related to a kind of irrigating apparatus more particularly to a kind of water conservancy dam configurations.
Background technology
With the fast development of China's economic level, the construction of infrastructure is progressively strengthened, water conservancy dam utilities are built
If level has obtained quick raising.The quantity of water conservancy dam utilities is being continuously increased, and dykes and dams have the function of very powerful, Neng Goujin
Row water storage or water blocking, the stability and reliability of hydraulic engineering and the construction of dykes and dams are closely related, so having to focus on dykes and dams
Engineering construction, ensure that dam construction is smoothed out, improve the security of dykes and dams.
At present, in China's water conservancy dykes and dams there is many safety problems, it is necessary to often make an inspection tour, prevent flood situation.
Utility model content
The technical issues of the utility model solves, which is to overcome, above-mentioned to be existed in the prior art deficiency and provides a kind of water conservancy
Dam configuration.
A kind of water conservancy dam configuration, including dam body, the dam body includes soil matrix layer, sand-gravel cushion, fixed pilum, first
Vegetable layer, the second vegetable layer and concrete layer, the soil matrix layer and the sand-gravel cushion are horizontally disposed with and the sand gravel
Bed course is located at the top of the soil matrix layer, and the soil matrix layer is equipped with displacement deformation monitor, for monitoring the soil matrix layer
Surface displacement deformation；The fixed pilum is arranged between the soil matrix layer and the sand-gravel cushion vertically, the fixation
Pilum is equipped with rainfall monitor, for monitoring rainfall；The dam body is equipped with the first vegetable layer, concrete successively from left to right
Layer and the second vegetable layer；First vegetable layer is respectively equipped with seepage discharge monitor with the second vegetable layer bottom, described to ooze
Flow detector is used for the flow of leakage monitoring water；The concrete layer is equipped with pressure monitor and stress monitoring device, the pressure
Power monitor is used to monitor first vegetable layer, the contact of the second vegetable layer and the concrete, the stress mornitoring
Device is used to monitor the stressing conditions of the concrete layer；The displacement deformation monitor, the rainfall monitor, the seepage discharge
Monitor, the pressure monitor, the stress monitoring device respectively with control terminal network connection.
As further improved, the trapezoidal structure of dam body.
As further improved, the displacement deformation monitor is displacement meter.
As further improved, the rainfall monitor is rainfall gauge.
As further improved, the seepage flow amount detector is magnetostriction weir meter.
As further improved, the pressure detector is soil pressure cell.
As further improved, the stress monitoring device is strain gauge.
The utility model compared with prior art, the advantage is that：First, the utility model is equipped with displacement by soil matrix
Deformation monitoring device, the displacement deformation monitor is displacement meter, for monitoring the surface displacement deformation of the soil matrix layer, from
And the structure of soil matrix layer is controlled in real time；Second, the utility model is equipped with rainfall monitor by fixed pilum, it is described
Rainfall detection device is rainfall gauge, so as to fulfill the detection to rainfall；Third, the utility model passes through the first vegetable layer and second
Vegetable layer bottom is respectively equipped with seepage discharge monitor, and the seepage flow amount detector is magnetostriction weir meter, so as to
To the traffic conditions of percolating water；Fourth, the utility model is equipped with pressure monitor and stress monitoring device by concrete layer, respectively
Realization is detected concrete pressure and stressing conditions；Fifth, the utility model is simple in structure, and it is easy to operate, it realizes to dike
Dam situation real time monitoring effectively safeguards the security of dam configuration.
Description of the drawings
Fig. 1 is the water conservancy dam configuration schematic diagram of the utility model embodiment.
Specific embodiment
Further details of elaboration is done to the utility model below in conjunction with attached drawing.
A kind of water conservancy dam configuration of the utility model as shown in Figure 1, including dam body 1, the dam body 1 includes soil matrix layer
11st, sand-gravel cushion 12, fixed pilum 13, the first vegetable layer 14, the second vegetable layer 15 and concrete layer 16, the soil matrix layer 11
Horizontally disposed with the sand-gravel cushion 12 and described sand-gravel cushion 12 is located at the top of the soil matrix layer 11, the soil matrix
Layer 11 is equipped with displacement deformation monitor 2, for monitoring the surface displacement deformation of the soil matrix layer 11；The fixed pilum
13 are arranged between the soil matrix layer 11 and the sand-gravel cushion 12 vertically, and the fixed pilum 13 is equipped with rainfall monitor 3,
For monitoring rainfall；The dam body 1 is equipped with the first vegetable layer 14,16 and second vegetable layer of concrete layer successively from left to right
15；First vegetable layer 14 is respectively equipped with seepage discharge monitor 4, the seepage discharge detection with 15 bottom of the second vegetable layer
Device 4 is used for the flow of leakage monitoring water；The concrete layer 16 is equipped with pressure monitor 5 and stress monitoring device 6, the pressure prison
Device 5 is surveyed to be used to monitor first vegetable layer 14, the contact of the second vegetable layer 15 and the concrete 16, the stress inspection
Survey the stressing conditions that device 6 is used to monitor the concrete layer 16；The displacement deformation monitor 2, the rainfall monitor 3, institute
State seepage discharge monitor 4, the pressure monitor 5, the stress monitoring device 6 respectively with 7 network connection of control terminal.
In other implementations, the 1 trapezoidal structure of dam body.
In other implementations, the displacement deformation monitor 2 is displacement meter.
In other implementations, the rainfall monitor 3 is rainfall gauge.
In other implementations, the seepage flow amount detector 4 is magnetostriction weir meter.
In other implementations, the pressure detector 5 is soil pressure cell.
In other implementations, the stress monitoring device 6 is strain gauge.
Once water level goes up, triggering pressure monitor 5 and stress monitoring device 6, pressure monitor 5, stress monitoring device 6 are divided
Not Wei soil pressure cell, strain gauge, by monitoring the first vegetable layer 14, the second vegetable layer 15 connecing between concrete layer 16 respectively
The stress situation being subject to inside touch pressure and concrete layer 16, to feed back water and water level, so as to fulfill to hydraulic engineering
Control；Meanwhile by the first vegetable layer 14, the seepage discharge monitor 4 of 15 bottom of the second vegetable layer, the flow of leakage monitoring water,
So as to fulfill for the control oozed under the current of dam body surface；By the displacement deformation monitor 2 on soil matrix layer 11, the soil is monitored
The surface displacement deformation of base 11 ensures the stability of dykes and dams bottom；In addition the rainfall being equipped with plus fixed pilum 13
Monitor 3, by monitoring rainfall, so as to fulfill to control of the rainwater for the extent of the destruction of dykes and dams；The utility model monitors
To data all will be delivered to control terminal 7, realize the real-time control to data.The utility model water conservancy dam configuration is simple in structure,
Monitoring in real time, it is of low cost, it is highly practical.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
The spirit of utility model and any modification, equivalent substitution, improvement and etc. within principle, done, should be included in the utility model
Within the scope of protection.
Claims (7)
1. a kind of water conservancy dam configuration, it is characterised in that：Including dam body, the dam body includes soil matrix layer, sand-gravel cushion, fixation
Pilum, the first vegetable layer, the second vegetable layer and concrete layer, the soil matrix layer and the sand-gravel cushion are horizontally disposed with and institute
The top that sand-gravel cushion is located at the soil matrix layer is stated, the soil matrix layer is equipped with displacement deformation monitor, described for monitoring
The surface displacement deformation of soil matrix layer；The fixed pilum is arranged between the soil matrix layer and the sand-gravel cushion vertically,
The fixed pilum is equipped with rainfall monitor, for monitoring rainfall；The dam body is equipped with the first vegetation successively from left to right
Layer, concrete layer and the second vegetable layer；First vegetable layer is respectively equipped with seepage discharge monitoring with the second vegetable layer bottom
Device, the seepage flow amount detector are used for the flow of leakage monitoring water；The concrete layer is equipped with pressure monitor and stress monitoring
Device, the pressure monitor is used to monitor first vegetable layer, the contact of the second vegetable layer and the concrete, described
Stress detector is used to monitor the stressing conditions of the concrete layer；The displacement deformation monitor, the rainfall monitor, institute
State seepage discharge monitor, the pressure monitor, the stress monitoring device respectively with control terminal network connection.
2. a kind of water conservancy dam configuration according to claim 1, it is characterised in that：The trapezoidal structure of dam body.
3. a kind of water conservancy dam configuration according to claim 1, it is characterised in that：The displacement deformation monitor is displacement
Meter.
4. a kind of water conservancy dam configuration according to claim 1, it is characterised in that：The rainfall monitor is rainfall gauge.
5. a kind of water conservancy dam configuration according to claim 1, it is characterised in that：The seepage flow amount detector is stretched for mangneto
Contracting weir meter.
6. a kind of water conservancy dam configuration according to claim 1, it is characterised in that：The pressure detector is soil pressure
Box.
7. a kind of water conservancy dam configuration according to claim 1, it is characterised in that：The stress monitoring device is strain gauge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721556341.2U CN207419391U (en) | 2017-11-20 | 2017-11-20 | A kind of water conservancy dam configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721556341.2U CN207419391U (en) | 2017-11-20 | 2017-11-20 | A kind of water conservancy dam configuration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419391U true CN207419391U (en) | 2018-05-29 |
Family
ID=62303708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721556341.2U Expired - Fee Related CN207419391U (en) | 2017-11-20 | 2017-11-20 | A kind of water conservancy dam configuration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419391U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111964844A (en) * | 2020-08-04 | 2020-11-20 | 曲福贞 | Dykes and dams detection device that leaks for hydraulic engineering construction |
-
2017
- 2017-11-20 CN CN201721556341.2U patent/CN207419391U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111964844A (en) * | 2020-08-04 | 2020-11-20 | 曲福贞 | Dykes and dams detection device that leaks for hydraulic engineering construction |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180529 Termination date: 20181120 |