CN206607553U - Improve waterproof dykes and dams of impact resistance - Google Patents
Improve waterproof dykes and dams of impact resistance Download PDFInfo
- Publication number
- CN206607553U CN206607553U CN201720227090.7U CN201720227090U CN206607553U CN 206607553 U CN206607553 U CN 206607553U CN 201720227090 U CN201720227090 U CN 201720227090U CN 206607553 U CN206607553 U CN 206607553U
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- CN
- China
- Prior art keywords
- water filling
- filling port
- domatic
- dams
- drainage channel
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- 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.)
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Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 63
- 238000013019 agitation Methods 0.000 claims description 14
- 239000004567 concrete Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 230000003139 buffering effect Effects 0.000 abstract description 3
- 239000002994 raw material Substances 0.000 abstract description 3
- 238000000354 decomposition reaction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 239000004575 stone Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007858 starting material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model belongs to the technical field of dykes and dams technique and specifically relates to an improve water dam of impact resistance, including the dam body, the dam body is provided with first domatic and preceding slope, preceding domatic is divided into first domatic, perpendicular, second by last under to in proper order domatic, first domatic first water filling port that is equipped with a plurality of in line range, be equipped with the second water filling port that the in line was arranged on the perpendicular surface, second water filling port below is equipped with the second domatic, the dam body is inside to be equipped with dam body terminal surface looks vertically drainage channel, drainage channel communicates with each other with first water filling port, second water filling port. The utility model discloses set up a plurality of water filling port in the front on domatic, make the rivers impact force obtain certain decomposition to can reach the purpose of buffering the impact force, with water filling port and drainage channel intercommunication, make rivers get back to the river again, this kind of dyke and dam's design not only shock resistance is strong, saves a large amount of raw materials moreover, has reduced the construction cost of dyke and dam.
Description
Technical field
The utility model is related to dykes and dams technical field, more particularly to a kind of waterproof dykes and dams for improving anti-impact force.
Background technology
Dykes and dams refer to that waterproof blocks the building and structures of water, and modern dam mainly has two major classes：Earth and rockfill dam and coagulation
Earth dam, in recent years, large-scale dykes and dams all use high-tech reinforced concrete construction.
The quality of dykes and dams affects the life of the people close to current, and the quality of dykes and dams largely depends on dykes and dams resistance water
The ability of impulsive force is flowed, prior art is improves dam impact resistance, frequently with putting some crushed stones beside dam
Mode, to alleviate the impulsive force of current, is also exactly the cylinder that circular arc is set on dykes and dams, the impulsive force of current is scatter
Come, but there are some drawbacks in these these methods, the first, crushed stone is easily washed away by current, growth over time, stone
Block is fewer and fewer, causes dam impact resistance more and more weaker, wastes very much raw material second, increases the manufacturing cost of dykes and dams
Plus.
Utility model content
The purpose of this utility model is to solve the indifferent and dyke construction of dykes and dams anti-impact force in the prior art
The shortcoming wasted raw material, and a kind of waterproof dykes and dams of the raising anti-impact force proposed.
To achieve these goals, the utility model employs following technical scheme：
A kind of waterproof dykes and dams for improving anti-impact force of design, including dam body, the dam body are provided with the first domatic and scarp slope
Face, it is described it is preceding it is domatic be divided into first domatic, vertical plane from top to bottom, it is second domatic, described first domatic is provided with several
First water filling port of arrangement in a row, the vertical plane is provided with below the second water filling port of arrangement in a row, second water filling port
It is domatic provided with second, the drainage channel perpendicular with dam body end face, the drainage channel and the first note are provided with inside the dam body
The mouth of a river, the second water filling port are communicated, and Accrete clearing device is additionally provided with the drainage channel, and one end of the dam body is provided with flood discharge passage,
Provided with flood discharge door in the flood discharge passage.
It is preferred that, it is designed with shunting cylinder between the second water filling port described in each two, the shunting cylinder is fixed in vertically
On face.
It is preferred that, first water filling port, the position of the second water filling port are correspondingly arranged.
It is preferred that, first water filling port, the second water filling port cross sectional shape are circular arc.
It is preferred that, the Accrete clearing device includes screw agitation shaft, and the screw agitation shaft two ends are fixed on by support bar
In drainage channel, bearing is provided between the screw agitation shaft and support bar, the belt pulley of described screw agitation shaft one end passes through
Belt pulley on the output shaft of belt and motor is connected, and drainage channel is connected with flood discharge passage, and screw agitation shaft is extended
In flood discharge passage.
It is preferred that, first water filling port, the second water filling port are piled up by concrete and formed, and the most inner sleeve of water filling port
There are PE pipes.
The utility model proposes a kind of raising anti-impact force waterproof dykes and dams, beneficial effect is：The utility model is adopted
Used in the domatic of preceding domatic setting different gradient, and several water filling ports are set on domatic, water flow impact pressure is obtained necessarily
Decomposition, and the purpose of cushion impact forces can be reached, water filling port is connected with drainage channel, current is come back to river, should
The design not only strong shock resistance, and save big content of starting materials of dykes and dams is planted, the construction cost of dykes and dams is reduced.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of raising anti-impact force waterproof dykes and dams structural representation；
Fig. 2 be the utility model proposes a kind of raising anti-impact force waterproof dykes and dams profile.
In figure:Drainage channel 1, rear domatic 2, dam body 3, the first water filling port 4, first domatic 5, shunting cylinder 6, second it is domatic
7th, the second water filling port 8, vertical plane 9, dam body end face 10, flood discharge door 11, motor 12, screw agitation shaft 13.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.
Reference picture 1-2, a kind of waterproof dykes and dams of raising anti-impact force, including dam body 3, dam body 3 be provided with first domatic 2 and
It is preceding domatic.
It is preceding it is domatic be divided into first domatic 5, vertical plane 9, second domatic 7 from top to bottom, first domatic 5 is provided with several
First water filling port 4 of arrangement in a row, vertical plane 9 be provided with arrangement in a row the second water filling port 8, the second water filling port of each two 8 it
Between be designed with shunting cylinder 6, shunting cylinder 6 is fixed on vertical plane 9, the impulsive force for decomposing current, under the second water filling port 8
Side is provided with second domatic 7, and the inside of dam body 3 is provided with the drainage channel 1 perpendicular with dam body end face 10, the note of drainage channel 1 and first
The mouth of a river 4, the second water filling port 8 are communicated, and the first water filling port 4, the position of the second water filling port 8 are correspondingly arranged, when simultaneously current enter the
When one water filling port 4, the second water filling port 8, two strands of different current of direction mutually impact, and the impulsive force of current is spread out, the
One water filling port 4, the cross sectional shape of the second water filling port 8 are circular arc, have certain cushioning effect, first water filling to current
The 4, second water filling port 8 of mouth is piled up by concrete to be formed, and the most inner side of water filling port is cased with PE pipes, prevents that water filling port from being invaded throughout the year
Erosion, cause opening it is increasing, rubber ring is fixed by screws in the edge of water filling port, drainage channel 1 and is additionally provided with desilting
Device, for clearing up the sludge that current are taken on dykes and dams, Accrete clearing device includes screw agitation shaft 13, and the two ends of screw agitation shaft 13 lead to
Cross support bar to be fixed in drainage channel 1, bearing is provided between screw agitation shaft 13 and support bar, the one end of screw agitation shaft 13
Belt pulley is connected by belt with the belt pulley on the output shaft of motor 12, and drainage channel 1 is connected with flood discharge passage, and spiral shell
Rotation agitating shaft 13 is extended in flood discharge passage, and one end of dam body 3 is provided with flood discharge passage, the flood discharge passage provided with flood discharge door 11, water
When flowing through many, for flood discharge.
Operation principle：If the utility model is in use, when domatic before less water impact dykes and dams, current are first by
Two domatic 7 bufferings, are then split cylinder 6 and separate, and inject the second water filling port 8, then again by the second of circular arc
The buffering of water filling port 8 enters in drainage channel 1, finally comes back to river；When current it is more when bringing, current respectively enter
One water filling port 4, the second water filling port 8, because two water filling port positions are corresponding, the current of both direction mutually hit, and make current
Impulsive force disperseed, finally enter drainage channel 1, flow back in river.
It is described above, only the utility model preferably embodiment, but protection domain of the present utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model is disclosed, according to this practicality
New technical scheme and its utility model design are subject to equivalent substitution or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (6)
1. a kind of waterproof dykes and dams for improving anti-impact force, including dam body（3）, the dam body（3）It is provided with first domatic（2）And it is preceding
It is domatic, it is characterised in that described preceding domatic to be divided into first from top to bottom domatic（5）, vertical plane（9）, it is second domatic（7）,
Described first is domatic（5）The first water filling port provided with several arrangement in a row（4）, the vertical plane（9）It is provided with arrangement in a row
The second water filling port（8）, second water filling port（8）Lower section is domatic provided with second（7）, the dam body（3）Inside is provided with and dam
Body end face（10）Perpendicular drainage channel（1）, the drainage channel（1）With the first water filling port（4）, the second water filling port（8）Phase
It is logical, the drainage channel（1）Inside it is additionally provided with Accrete clearing device, the dam body（3）One end be provided with flood discharge passage, in the flood discharge passage
Provided with flood discharge door（11）.
2. a kind of waterproof dykes and dams for improving anti-impact force according to claim 1, it is characterised in that second described in each two
Water filling port（8）Between be designed with shunt cylinder（6）, the shunting cylinder（6）It is fixed in vertical plane（9）On.
3. a kind of waterproof dykes and dams for improving anti-impact force according to claim 1, it is characterised in that first water filling port
（4）, the second water filling port（8）Position be correspondingly arranged.
4. a kind of waterproof dykes and dams for improving anti-impact force according to claim 3, it is characterised in that first water filling port
（4）, the second water filling port（8）Cross sectional shape is circular arc.
5. a kind of waterproof dykes and dams for improving anti-impact force according to claim 1, it is characterised in that the Accrete clearing device bag
Include screw agitation shaft（13）, the screw agitation shaft（13）Two ends are fixed on drainage channel by support bar（1）It is interior, the spiral
Agitating shaft（13）Bearing, the screw agitation shaft are provided between support bar（13）The belt pulley of one end passes through belt and motor
（12）Output shaft on belt pulley connection, and drainage channel（1）Connected with flood discharge passage, and screw agitation shaft（13）Extend
In flood discharge passage.
6. a kind of waterproof dykes and dams for improving anti-impact force according to claim 1, it is characterised in that first water filling port
（4）, the second water filling port（8）Piled up and formed by concrete, and the most inner side of water filling port is cased with PE pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227090.7U CN206607553U (en) | 2017-03-09 | 2017-03-09 | Improve waterproof dykes and dams of impact resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227090.7U CN206607553U (en) | 2017-03-09 | 2017-03-09 | Improve waterproof dykes and dams of impact resistance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607553U true CN206607553U (en) | 2017-11-03 |
Family
ID=60164870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720227090.7U Expired - Fee Related CN206607553U (en) | 2017-03-09 | 2017-03-09 | Improve waterproof dykes and dams of impact resistance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607553U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476354A (en) * | 2017-08-11 | 2017-12-15 | 上海岩土工程勘察设计研究院有限公司 | Using etc. for pier base model prediction overlength Settlement of Pile Groups amount computational methods |
-
2017
- 2017-03-09 CN CN201720227090.7U patent/CN206607553U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476354A (en) * | 2017-08-11 | 2017-12-15 | 上海岩土工程勘察设计研究院有限公司 | Using etc. for pier base model prediction overlength Settlement of Pile Groups amount computational methods |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171103 Termination date: 20200309 |