CN206693144U - A kind of storage station's intake-outlet waterfront safeguard structure - Google Patents
A kind of storage station's intake-outlet waterfront safeguard structure Download PDFInfo
- Publication number
- CN206693144U CN206693144U CN201720562624.1U CN201720562624U CN206693144U CN 206693144 U CN206693144 U CN 206693144U CN 201720562624 U CN201720562624 U CN 201720562624U CN 206693144 U CN206693144 U CN 206693144U
- Authority
- CN
- China
- Prior art keywords
- waterfront
- intake
- outlet
- storage station
- buffering slope
- 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
Links
- 230000003139 buffering effect Effects 0.000 claims abstract description 30
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 16
- 239000004576 sand Substances 0.000 claims abstract description 9
- 239000010426 asphalt Substances 0.000 claims abstract description 5
- 238000004078 waterproofing Methods 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 239000004567 concrete Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 238000005336 cracking Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 4
- 239000000872 buffer Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of storage station's intake-outlet waterfront safeguard structure, including dam body body, water proofing asphalt layer is provided with above the dam body body, fine sand gravel bed is provided with the right side of the dam body body, elastic rubber layer is provided with the right side of the fine sand gravel bed, anti-seepage geomembrane is provided with the right side of the elastic rubber layer, reinforced concrete floor is provided with the right side of the anti-seepage geomembrane.A kind of storage station's intake-outlet waterfront safeguard structure of the utility model, stress during wave cut has been decomposed by the hemispherical rubber on the first buffering slope and the second buffering slope, the reinforced concrete floor that surface is provided with is realized with more preferable shock resistance, the performance of cracking resistance, the seepage of water can effectively be prevented, pass through the design of anti-seepage geomembrane and elastic rubber layer, can be as further guarantee of the water seepage under a situation arises, the reliability and security of waterfront is added, by setting stiffleg more to strengthen the domatic of waterfront.
Description
Technical field
Hydrotechnics field is the utility model is related to, specially a kind of storage station's intake-outlet waterfront safeguard structure.
Background technology
Storage station's relation people's livelihood, is related to national vital interests.In recent years, China's water resource infrastructure building security guarantee
Paid much attention to and the extensive concern of the whole society, engineering safety situation very severe by governments at all levels.The northern area of China stores
Side slope near the intake-outlet of energy power station, it is throughout the year rapid by water level caused by the impact scour of wave, infiltration, the generating of daily storage station
The multiple-disruptions such as drop, easily causing intake-outlet, nearby bank protection caves in pull out type fracture.Due to technology restriction, lack scientism, very
Big a part of engineering specification is low, and construction quality is poor.The normal use problem of these intake-outlet waterfronts, it is directly connected to accumulation of energy electricity
The safety stood and operation, it is necessary to be reinforced and Anti-seeping technology early.
Utility model content
The purpose of this utility model is to provide a kind of storage station's intake-outlet waterfront safeguard structure, to solve the above-mentioned back of the body
The problem of being proposed in scape technology.
To achieve the above object, the utility model provides following technical scheme：A kind of storage station's intake-outlet waterfront is prevented
Protection structure, including dam body body, the dam body body top are provided with water proofing asphalt layer, fine sand gravel are provided with the right side of the dam body body
Layer, the fine sand gravel bed right side are provided with elastic rubber layer, and anti-seepage geomembrane, the antiseepage soil are provided with the right side of the elastic rubber layer
Reinforced concrete floor is provided with the right side of work film, the reinforced concrete floor right upper portion is provided with the first buffering slope, first buffering
Slope lower end is provided with the first stiffleg, and the reinforced concrete floor lower right side is provided with the second buffering slope, and described second buffers under slope
End is provided with the second stiffleg, and the first buffering slope on the second buffering slope with being equipped with hemispherical rubber, the hemispherical rubber
Cast is embedded in reinforced concrete floor, and the hemispherical rubber is provided with protection network, and the protection network is provided with fixed frame, institute
State fixed frame inframe and be provided with laterally protection reinforcing bar, vertical protection reinforcing bar is fixedly connected with above the laterally protection reinforcing bar.
Preferably, first stiffleg and the second stiffleg are concrete structure reinforcement pin.
Preferably, the thickness of the anti-seepage geomembrane is 10cm.
Preferably, some fixing holes are uniformly provided with the fixed frame.
Preferably, the hemispherical rubber is uniformly distributed in the first buffering slope and the second buffering slope, the laterally protection steel
Muscle and vertical protection reinforcement installation are between hemispherical rubber spacing.
Preferably, the connected mode of the laterally protection reinforcing bar and vertical protection reinforcing bar is welding.
Compared with prior art, the beneficial effects of the utility model are：A kind of storage station's intake-outlet of the utility model
Waterfront safeguard structure, stress during wave cut is decomposed by the hemispherical rubber on the first buffering slope and the second buffering slope,
The reinforced concrete floor that surface is provided with is realized with more preferable shock resistance, the performance of cracking resistance, can effectively be prevented the seepage of water, be passed through
The design of anti-seepage geomembrane and elastic rubber layer, waterfront can be added as further guarantee of the water seepage under a situation arises
Reliability and security, by setting stiffleg more to strengthen the domatic of waterfront.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is the utility model overlooking the structure diagram；
Fig. 3 is that the utility model buffers slope structural representation.
In figure：1 dam body body, 2 water proofing asphalt layers, 3 first buffering slopes, 4 hemispherical rubber, 5 first stifflegs, 6 reinforcing bars
Concrete layer, 7 anti-seepage geomembranes, 8 elastic rubber layers, 9 second stifflegs, 10 fine sand gravel beds, 11 fixed frames, 12 fixing holes,
Reinforcing bar, 15 protection networks, 16 second buffering slopes are laterally protected in 13 vertical protection reinforcing bars, 14.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：A kind of storage station's intake-outlet waterfront protection knot
Structure, including dam body body 1, the top of dam body body 1 are provided with water proofing asphalt layer 2, and the right side of dam body body 1 is provided with fine sand gravel
Layer 10, the right side of fine sand gravel bed 10 are provided with elastic rubber layer 8, and the right side of elastic rubber layer 8 is provided with anti-seepage geomembrane 7, institute
To state the right side of anti-seepage geomembrane 7 and be provided with reinforced concrete floor 6, the right upper portion of reinforced concrete floor 6 is provided with the first buffering slope 3,
The first buffering lower end of slope 3 is provided with the first stiffleg 5, and the lower right side of reinforced concrete floor 6 is provided with the second buffering slope 16,
The second buffering lower end of slope 16 is provided with the second stiffleg 9, and the first buffering slope 3 and second buffers is equipped with hemisphere on slope 16
Shape rubber 4, the cast of hemispherical rubber 4 are embedded in reinforced concrete floor 6, and the hemispherical rubber 4 is provided with protection network 15,
The protection network 15 is provided with fixed frame 11, and the inframe of fixed frame 11 is provided with laterally protection reinforcing bar 14, the transverse direction and prevented
The top of shield reinforcing bar 14 is fixedly connected with vertical protection reinforcing bar 13.
Further, the stiffleg 9 of the first stiffleg 5 and second is concrete structure reinforcement pin.
Further, the thickness of the anti-seepage geomembrane 7 is 10cm.
Further, some fixing holes 12 are uniformly provided with the fixed frame 11.
Further, the hemispherical rubber 4 is uniformly distributed in the first buffering slope 3 and the second buffering slope 16, the transverse direction
Reinforcing bar 14 and vertical protection reinforcing bar 13 is protected to be arranged between the spacing of hemispherical rubber 4.
Further, the connected mode of the laterally protection reinforcing bar 14 and vertical protection reinforcing bar 13 is welding.
Operation principle：A kind of storage station's intake-outlet waterfront safeguard structure of the utility model, by first buffering slope 3 with
Hemispherical rubber 4 on second buffering slope 16 has decomposed stress during wave cut, and the reinforced concrete floor 6 that surface is provided with is realized
Performance with more preferable shock resistance, cracking resistance, the seepage of water can be effectively prevented, pass through anti-seepage geomembrane 7 and elastic rubber layer 8
Design, it can add the reliability and security of waterfront as further guarantee of the water seepage under a situation arises, pass through setting
Stiffleg more strengthens the domatic of waterfront.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of storage station's intake-outlet waterfront safeguard structure, including dam body body（1）, it is characterised in that：The dam body sheet
Body（1）Top is provided with water proofing asphalt layer（2）, the dam body body（1）Right side is provided with fine sand gravel bed（10）, the fine sand gravel bed
（10）Right side is provided with elastic rubber layer（8）, the elastic rubber layer（8）Right side is provided with anti-seepage geomembrane（7）, the antiseepage geotechnique
Film（7）Right side is provided with reinforced concrete floor（6）, the reinforced concrete floor（6）Right upper portion is provided with the first buffering slope（3）, institute
State the first buffering slope（3）Lower end is provided with the first stiffleg（5）, the reinforced concrete floor（6）Lower right side is provided with the second buffering
Slope（16）, the second buffering slope（16）Lower end is provided with the second stiffleg（9）, the first buffering slope（3）With the second buffering slope
（16）On be equipped with hemispherical rubber（4）, the hemispherical rubber（4）Cast is embedded in reinforced concrete floor（6）, the hemisphere
Shape rubber（4）It is provided with protection network（15）, the protection network（15）It is provided with fixed frame（11）, the fixed frame（11）Frame
It is interior to be provided with laterally protection reinforcing bar（14）, the laterally protection reinforcing bar（14）Top is fixedly connected with vertical protection reinforcing bar（13）.
A kind of 2. storage station's intake-outlet waterfront safeguard structure according to claim 1, it is characterised in that：Described first
Stiffleg（5）With the second stiffleg（9）It is concrete structure reinforcement pin.
A kind of 3. storage station's intake-outlet waterfront safeguard structure according to claim 1, it is characterised in that：The antiseepage
Geomembrane（7）Thickness be 10cm.
A kind of 4. storage station's intake-outlet waterfront safeguard structure according to claim 1, it is characterised in that：The fixation
Framework（11）On be uniformly provided with fixing hole（12）.
A kind of 5. storage station's intake-outlet waterfront safeguard structure according to claim 1, it is characterised in that：The hemisphere
Shape rubber（4）It is uniformly distributed in the first buffering slope（3）With the second buffering slope（16）, the laterally protection reinforcing bar（14）Prevent with vertical
Protect reinforcing bar（13）Installed in hemispherical rubber（4）Between spacing.
A kind of 6. storage station's intake-outlet waterfront safeguard structure according to claim 1, it is characterised in that：The transverse direction
Protect reinforcing bar（14）With vertical protection reinforcing bar（13）Connected mode for welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720562624.1U CN206693144U (en) | 2017-05-19 | 2017-05-19 | A kind of storage station's intake-outlet waterfront safeguard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720562624.1U CN206693144U (en) | 2017-05-19 | 2017-05-19 | A kind of storage station's intake-outlet waterfront safeguard structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693144U true CN206693144U (en) | 2017-12-01 |
Family
ID=60449628
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720562624.1U Expired - Fee Related CN206693144U (en) | 2017-05-19 | 2017-05-19 | A kind of storage station's intake-outlet waterfront safeguard structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693144U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927685A (en) * | 2020-08-10 | 2020-11-13 | 程玛丽 | Dykes and dams wave-proof power generation equipment |
-
2017
- 2017-05-19 CN CN201720562624.1U patent/CN206693144U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111927685A (en) * | 2020-08-10 | 2020-11-13 | 程玛丽 | Dykes and dams wave-proof power generation equipment |
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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: 20171201 Termination date: 20180519 |