CN207812419U - A kind of safeguard structure of natural flow station - Google Patents
A kind of safeguard structure of natural flow station Download PDFInfo
- Publication number
- CN207812419U CN207812419U CN201820012029.5U CN201820012029U CN207812419U CN 207812419 U CN207812419 U CN 207812419U CN 201820012029 U CN201820012029 U CN 201820012029U CN 207812419 U CN207812419 U CN 207812419U
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- CN
- China
- Prior art keywords
- dam
- layer
- protective device
- overfall
- natural flow
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a kind of safeguard structures of natural flow station,Its structure includes fixed plate,Bolt,Fore-set,Gate pier,Overflow gravity dam,The dam foundation,Guard circle,Deflector hole,Partition board,Water outlet,Dam body protective device,Overfall dam,Bolt is embedded in the outer surface for being installed on fixed plate,A kind of safeguard structure of natural flow station of the utility model,Structure is equipped with dam body protective device,Partition board and dam body protective device are in the same plane,Waterproof layer effectively prevents the infiltration of water,So that dam is not susceptible to moisture or corrosion,Avalanche occurs,The overfall dam layer plays the role of waterproof layer fixed,Power of the water of buffer layer buffering to the shock of dam,Keep its not easy to break,The stone column with reinforcing bar is interlaced plays the role of fixed dam,So that dam is more secured,Mixed mud layer plays the role of consolidating stone column and reinforcing bar,In the case where the protection of multilayer is consolidated,Dam is under prolonged impact,It is not susceptible to be broken,Avalanche.
Description
Technical field
The utility model is a kind of safeguard structure of natural flow station, belongs to the safeguard structure field of natural flow station.
Background technology
Hydroelectric generation is exactly to push hydraulic to rotate using waterpower, water can be changed into mechanical energy, if in the hydraulic turbine
On connect another machinery and come as hydraulic turbine rotation can send out electricity, at this moment mechanical energy is changed into electric energy again, and hydroelectric generation exists
Say it is that the potential energy of water becomes mechanical energy, and becomes the transfer process of electric energy in some sense.
Prior art discloses application No. is：201520383334.1 a kind of safety protection structure include supporting rack, it is solid
Determine frame and protective fence, supporting rack includes two vertical framves and two support arms disposed in parallel, and two support arms are respectively and fixedly connected with vertical in two
Frame；Vertically frame length direction interval is arranged fixed frame, and each fixed frame is including two connecting plates disposed in parallel and set on connection
Connecting bar between plate, one of two connecting plates are connect with two vertical framves respectively, two connecting plates and connecting bar
Enclose to set to form one safety protection structure can be fixed on to the fixed structure of concrete component, connecting bar both ends respectively with connecting plate
Different location connection, with the size of adjustment fixing structure in a first direction, and connecting plate is controllably stretched out, to adjust fixation
The size of structure in a second direction；Protective fence is installed on support arm, but the prior art is impacted in long-time by water
Under, dam can there is a phenomenon where fractures and avalanche.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of safeguard structure of natural flow station,
With the prior art that solves the problem of, dam can there is a phenomenon where fractures and avalanche under impact of the long-time by water.
To achieve the goals above, the utility model is to realize by the following technical solutions：A kind of natural flow station
Safeguard structure, structure include fixed plate, bolt, fore-set, gate pier, overflow gravity dam, the dam foundation, guard circle, deflector hole, every
Plate, water outlet, dam body protective device, overfall dam, the bolt insertion are installed on the outer surface of fixed plate, the fore-set and overflow
The upper surface on dam fits, and the gate pier is integrated with overflow gravity dam, the bottom surface of the dam foundation and overflow gravity dam
Be connected, the guard circle is nested with deflector hole, the partition board and dam body protective device in the same plane, the water outlet
It being nested with overfall dam, the dam body protective device includes waterproof layer, overfall dam layer, buffer layer, mixed mud layer, stone column, reinforcing bar,
The outer surface of the waterproof layer and overfall dam layer is nested, and the waterproof layer and buffer layer are on same center line, the buffering
The outer surface of layer and mixed mud layer fits, and the stone column is connected with the outer surface of reinforcing bar, the mixed mud layer and water outlet
It is integrated.
Further, the bottom surface of the dam body protective device and overfall dam fits, the dam body protective device and the dam foundation
Upper surface be connected.
Further, the deflector hole insertion is installed on the outer surface of overflow gravity dam.
Further, the bottom of the gate pier and fore-set is mutually perpendicular to weld.
Further, the bolt is cylindrical structure.
Further, the overfall dam uses quality of stone material, secured and durable.
Further, a length of 100cm of the fore-set, width 20cm, a height of 10cm.
Advantageous effect
A kind of safeguard structure of natural flow station of the utility model, structure are equipped with dam body protective device, partition board and dam body
In the same plane, waterproof layer effectively prevents the infiltration of water to protective device so that dam is not susceptible to moisture or corrosion, and is collapsed
It collapses, the overfall dam layer plays the role of waterproof layer fixed, and the water of buffer layer buffering makes it be not easy the power of the shock of dam
Fracture, the stone column with reinforcing bar is interlaced plays the role of fixed dam so that dam is more secured, and mixed mud layer plays Gong
Gu the effect of stone column and reinforcing bar, in the case where the protection of multilayer is consolidated, dam is not susceptible to be broken, avalanche under prolonged impact.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram of the safeguard structure of natural flow station of the utility model；
Fig. 2 is a kind of cross-sectional view of dam body protective device of the utility model.
In figure：Fixed plate -1, bolt -2, fore-set -3, gate pier -4, overflow gravity dam -5, the dam foundation -6, guard circle -7, water conservancy diversion
Hole -8, water outlet -10, dam body protective device -11, overfall dam -12, waterproof layer -1101, overfall dam layer -1102, is delayed partition board -9
Rush layer -1103, mixed mud layer -1104, stone column -1105, reinforcing bar -1106.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
It please refers to Fig.1, Fig. 2, the utility model provides a kind of safeguard structure technical solution of natural flow station：Its structure packet
Include fixed plate 1, bolt 2, fore-set 3, gate pier 4, overflow gravity dam 5, the dam foundation 6, guard circle 7, deflector hole 8, partition board 9, water outlet 10,
Dam body protective device 11, overfall dam 12, the bolt 2 are embedded in the outer surface for being installed on fixed plate 1, the fore-set 3 and overfall dam
12 upper surface fits, and the gate pier 4 is integrated with overflow gravity dam 5, the dam foundation 6 and overflow gravity dam 5
Bottom surface is connected, and the guard circle 7 is nested with deflector hole 8, the partition board 9 and dam body protective device 11 in the same plane,
The water outlet 10 is nested with overfall dam 12, and the dam body protective device 11 includes waterproof layer 1101, overfall dam layer 1102, delays
Rush layer 1103, mixed mud layer 1104, stone column 1105, reinforcing bar 1106, the outer surface of the waterproof layer 1101 and overfall dam layer 1102
It is nested, the waterproof layer 1101 and buffer layer 1103 are on same center line, the buffer layer 1103 and mixed mud layer 1104
Outer surface fit, the stone column 1105 is connected with the outer surface of reinforcing bar 1106, the mixed mud layer 1104 and water outlet
10 are integrated, and the bottom surface of the dam body protective device 11 and overfall dam 12 fits, the dam body protective device 11 with
The upper surface of the dam foundation 6 is connected, and the deflector hole 8 is embedded in the outer surface for being installed on overflow gravity dam 5, the gate pier 4 and fore-set 3
Bottom be mutually perpendicular to weld, the bolt 2 is cylindrical structure, the overfall dam 12 use quality of stone material, it is secured and durable,
3 a length of 100cm of the fore-set, width 20cm, a height of 10cm.
Bolt 2 described in this patent need to be coordinated with nut, be used for by head and screw rod a kind of fastener dimerous
It is fastenedly connected two parts for carrying through-hole, the pier for being used to support gate in 4 lock chamber of the gate pier, separating lock hole, connecting two sides
Formula component connects the title abutment pier of two sides, intermediate position.
When being used when water is discharged by water outlet 10, water can generate dam the power collided, and dam body is anti-
Waterproof layer 1101 in protection unit 11 effectively prevents the infiltration of water so that dam is not susceptible to moisture or corrosion, and avalanche occurs, described
1102 pairs of waterproof layer 1101 of overfall dam layer play the role of fixed, and the water that buffer layer 1103 buffers makes the power of the shock of dam
Its is not easy to break, the stone column 1105 with reinforcing bar 1106 is interlaced plays the role of fixed dam so that dam is more secured,
Mixed mud layer 1104 plays the role of consolidating stone column 1105 and reinforcing bar 1106.
The utility model solves the prior art under impact of the long-time by water, and dam can occur fracture and show with avalanche
As the problem of, the utility model is combined with each other by above-mentioned component, and structure is equipped with dam body protective device, and partition board and dam body are anti-
In the same plane, waterproof layer effectively prevents the infiltration of water to protection unit so that and dam is not susceptible to moisture or corrosion, and avalanche occurs,
The overfall dam layer plays the role of waterproof layer fixed, and the water of buffer layer buffering keeps it not easily broken the power of the shock of dam
Split, the stone column with reinforcing bar is interlaced plays the role of fixed dam so that dam is more secured, and mixed mud layer plays consolidation
The effect of stone column and reinforcing bar, in the case where the protection of multilayer is consolidated, dam is not susceptible to be broken, avalanche under prolonged impact, has
Body is as described below:
The dam body protective device 11 includes waterproof layer 1101, overfall dam layer 1102, buffer layer 1103, mixed mud layer
1104, stone column 1105, reinforcing bar 1106, the waterproof layer 1101 and the outer surface of overfall dam layer 1102 are nested, the waterproof layer
1101 with buffer layer 1103 on same center line, the buffer layer 1103 and the outer surface of mixed mud layer 1104 fit, institute
It states stone column 1105 with the outer surface of reinforcing bar 1106 to be connected, the mixed mud layer 1104 is integrated with water outlet 10.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent requirements of the claims
All changes are embraced therein.Any reference numeral in claim should not be considered as to the involved right of limitation
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (5)
1. a kind of safeguard structure of natural flow station, it is characterised in that：Its structure includes fixed plate (1), bolt (2), fore-set
(3), gate pier (4), overflow gravity dam (5), the dam foundation (6), guard circle (7), deflector hole (8), partition board (9), water outlet (10), dam body
Protective device (11), overfall dam (12), the embedded outer surface for being installed on fixed plate (1) of the bolt (2), the fore-set (3) with
The upper surface of overfall dam (12) fits, and the gate pier (4) is integrated with overflow gravity dam (5), the dam foundation (6) with
The bottom surface of overflow gravity dam (5) is connected, and the guard circle (7) is nested with deflector hole (8), and the partition board (9) is anti-with dam body
In the same plane, the water outlet (10) is nested protection unit (11) with overfall dam (12), the dam body protective device (11)
Including waterproof layer (1101), overfall dam layer (1102), buffer layer (1103), mixed mud layer (1104), stone column (1105), reinforcing bar
(1106), the waterproof layer (1101) and the outer surface of overfall dam layer (1102) are nested, the waterproof layer (1101) and buffering
Layer (1103) is on same center line, and the buffer layer (1103) and the outer surface of mixed mud layer (1104) fit, the stone
Column (1105) is connected with the outer surface of reinforcing bar (1106), and the mixed mud layer (1104) is integrated knot with water outlet (10)
Structure.
2. a kind of safeguard structure of natural flow station according to claim 1, it is characterised in that：The dam body protective device
(11) bottom surface with overfall dam (12) fits, and the dam body protective device (11) is connected with the upper surface of the dam foundation (6).
3. a kind of safeguard structure of natural flow station according to claim 1, it is characterised in that：The deflector hole (8) is embedding
Enter to be installed on the outer surface of overflow gravity dam (5).
4. a kind of safeguard structure of natural flow station according to claim 1, it is characterised in that：The gate pier (4) and top
The bottom of column (3) is mutually perpendicular to weld.
5. a kind of safeguard structure of natural flow station according to claim 1, it is characterised in that：The bolt (2) is round
Column structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820012029.5U CN207812419U (en) | 2018-01-04 | 2018-01-04 | A kind of safeguard structure of natural flow station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820012029.5U CN207812419U (en) | 2018-01-04 | 2018-01-04 | A kind of safeguard structure of natural flow station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207812419U true CN207812419U (en) | 2018-09-04 |
Family
ID=63325659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820012029.5U Expired - Fee Related CN207812419U (en) | 2018-01-04 | 2018-01-04 | A kind of safeguard structure of natural flow station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207812419U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387290A (en) * | 2022-08-22 | 2022-11-25 | 黄河水利职业技术学院 | Hydraulic and hydroelectric engineering overflow dam structure |
-
2018
- 2018-01-04 CN CN201820012029.5U patent/CN207812419U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387290A (en) * | 2022-08-22 | 2022-11-25 | 黄河水利职业技术学院 | Hydraulic and hydroelectric engineering overflow dam structure |
| CN115387290B (en) * | 2022-08-22 | 2023-10-27 | 黄河水利职业技术学院 | Hydraulic and hydroelectric engineering overflow dam structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190807 Address after: 610000 Room 302, 3rd Floor, Unit 2, Building 9, No. 2, Wuxing Second Road, Wuhou District, Chengdu City, Sichuan Province Patentee after: Kaitian Construction Development Group Co.,Ltd. Address before: 362600 Chengxiang Village 201, Chengxiang Township, Yongchun County, Quanzhou City, Fujian Province Patentee before: Huang Wenzhi |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180904 Termination date: 20220104 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |