CN205742080U - A kind of safeguard structure for hydroelectric project - Google Patents
A kind of safeguard structure for hydroelectric project Download PDFInfo
- Publication number
- CN205742080U CN205742080U CN201620539779.9U CN201620539779U CN205742080U CN 205742080 U CN205742080 U CN 205742080U CN 201620539779 U CN201620539779 U CN 201620539779U CN 205742080 U CN205742080 U CN 205742080U
- Authority
- CN
- China
- Prior art keywords
- safeguard structure
- hydroelectric project
- cement sheeting
- stone
- cement
- 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
Abstract
The utility model discloses a kind of safeguard structure for hydroelectric project, be trapezoidal structural body including cross section；Structural body is disposed with waterproof layer and cement sheeting from inside to outside by water one side surface；Cement sheeting lateral separation certain distance is provided with transverse channels, is longitudinally spaced-apart and is provided with longitudinal guiding gutter；Structural body is provided with stone by bottom, water side, and stone layer is provided with the rectangular slab of stone；This utility model is possible to prevent cement sheeting owing to expanding with heat and contract with cold and entirety deforms, and is possible to prevent to protect position that scour or sedimentation and deformation occur, and can slow down the water percussion to cement sheeting；Simple in construction, practical.
Description
Technical field
This utility model relates to a kind of safeguard structure, is specifically related to a kind of safeguard structure for hydroelectric project.
Background technology
Slope protection prevention is to reinforce Riparian buffers, and that resists current washes away and overlap brush；Existing protection form mostly is
Lay one concrete prefabricated board at bank protection outer surface to protect, for convenience the transport of precoated plate and manually building by laying bricks or stones, prefabricated
The weight of plate single hole is typically desirable that less, it is impossible to meet the requirement of antiscour；Additionally there is scour in the protected position of precoated plate
Or during sedimentation and deformation, the prefabricated chunk built by laying bricks or stones is easily deformed and comes off, safeguard structure lost efficacy, and damaged.
Utility model content
This utility model provide one be possible to prevent cement sheeting to deform, bank protection is had protective effect for water
The safeguard structure of electrical engineering.
The technical solution adopted in the utility model is: a kind of safeguard structure for hydroelectric project, is ladder including cross section
The structural body of shape；Structural body is disposed with waterproof layer and cement sheeting from inside to outside by water one side surface；Cement sheeting
Lateral separation certain distance is provided with transverse channels, is longitudinally spaced-apart and is provided with longitudinal guiding gutter；Structural body is leaned on
Bottom, water side is provided with stone, and stone layer is provided with the rectangular slab of stone.
Further, described every piece of cement sheeting surface is provided with at least two through hole, by being arranged between through hole
Mozzle connection in waterproof layer.
Further, it is provided with bed course below described waterproof layer.
Further, connected by connecting rod between described transverse channels and longitudinal guiding gutter.
Further, described structural body is provided with step by upper end, water side.
Further, described transverse channels is rectangular configuration hollow steel pipe.
Further, described cement sheeting thickness is 25cm, and every piece of cement sheeting is provided with two through holes, through hole straight
Footpath is 15cm.
The beneficial effects of the utility model are:
(1) this utility model is provided with transverse channels and longitudinal guiding gutter, is possible to prevent cement sheeting cold due to flatulence of heat type
Contracting and entirety deforms, and be possible to prevent to protect position that scour or sedimentation and deformation occur；
(2) it is provided with through hole on this utility model cement sheeting, and the impulsive force of water can be slowed down by mozzle connection；
(3) this utility model structural body is provided with stone layer by bottom, water side, and stone layer is provided above the rectangular slab of stone, shape
Become guardrail can slow down the impact bottom cement sheeting；
(4) this utility model simple in construction, easy to make, practical.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
In figure: 1-structural body, 2-bed course, 3-waterproof layer, 4-cement sheeting, 5-through hole, 6-mozzle, 7-step, 8-
Longitudinal guiding gutter, 9-transverse channels, 10-connecting rod, the 11-rectangular slab of stone, 12-stone layer.
Detailed description of the invention
With specific embodiment, this utility model is described further below in conjunction with the accompanying drawings.
As it is shown in figure 1, a kind of safeguard structure for hydroelectric project, it is trapezoidal structural body 1 including cross section；Structure
Body 1 is disposed with waterproof layer 3 and cement sheeting 4 from inside to outside by water one side surface；Cement sheeting 4 lateral separation one spacing
From being provided with transverse channels 9, it is longitudinally spaced-apart and is provided with longitudinal guiding gutter 8；Structural body 1 sets by bottom, water side
It is equipped with stone layer 12, stone layer 12 is provided with the rectangular slab of stone 11.
During use, generally longitudinally guiding gutter 8 uses channel-section steel to make, and transverse channels 9 uses rectangular configuration hollow steel pipe；Horizontal
One transverse channels 9 is set to often laying three groups of cement sheetings 4, is possible to prevent cement sheeting 4 globality to expand with heat and contract with cold and become
Shape；Do not lay two groups of cement sheetings 4 and the most longitudinal guiding gutter 8 is set, be possible to prevent to protect position that scour or sedimentation occur
Deformation；Structural body 1 is provided with stone layer 12 by bottom, water side, stone layer 12 is provided with the rectangular slab of stone 11, can be formed and protect edge,
Slow down the impact bottom cement sheeting 4.
Further, described every piece of cement sheeting 4 surface is provided with at least two through hole 5, by arranging between through hole 5
Mozzle 6 in waterproof layer 3 connects；Two through holes 5 are set on generally every piece cement sheeting 4, between through hole 5, pass through mozzle
6 connections, can slow down the impulsive force of water；And mozzle 6 is embedded in waterproof layer 3, there is impervious, microdilatancy effect.
Further, it is provided with bed course 2 below described waterproof layer 3.
Further, connected by connecting rod 10 between described transverse channels 9 and longitudinal guiding gutter 8.
Further, described structural body 1 is provided with step 7 by upper end, water side, can slow down water further to cement
The impulsive force of plate 4.
Further, described transverse channels 9 is rectangular configuration hollow steel pipe.
Further, described cement sheeting 4 thickness is 25cm, and every piece of cement sheeting 4 is provided with two through holes 5, through hole 5
A diameter of 15cm.
This utility model is possible to prevent cement sheeting owing to expanding with heat and contract with cold and entirety deforms, and is possible to prevent protection
There is scour or sedimentation and deformation in position, and can slow down the water percussion to cement sheeting；Simple in construction, make easily,
Practical.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all at this
Any amendment, equivalent and the improvement etc. made within the spirit of utility model and principle, should be included in this utility model
Protection domain within.
Claims (7)
1. the safeguard structure for hydroelectric project, it is characterised in that: include that cross section is trapezoidal structural body (1)；Knot
Structure body (1) is disposed with waterproof layer (3) and cement sheeting (4) by water one side surface from inside and outside；Cement sheeting (4) surface is horizontal
It is provided with transverse channels (9) to keeping at a certain distance away, is longitudinally spaced-apart and is provided with longitudinal guiding gutter (8)；Structure is originally
Body (1) is provided with stone layer (12) by bottom, water side, and stone layer (12) is provided with the rectangular slab of stone (11).
A kind of safeguard structure for hydroelectric project the most according to claim 1, it is characterised in that: described every piece of cement plate
At least two through hole (5) it is provided with, by the mozzle (6) being arranged in waterproof layer (3) between through hole (5) on block (4) surface
Connection.
A kind of safeguard structure for hydroelectric project the most according to claim 1, it is characterised in that: described waterproof layer (3)
Lower section is provided with bed course (2).
A kind of safeguard structure for hydroelectric project the most according to claim 1, it is characterised in that: described transverse channels
(9) and connected by connecting rod (10) between longitudinal guiding gutter (8).
A kind of safeguard structure for hydroelectric project the most according to claim 1, it is characterised in that: described structural body
(1) upper end, water side is provided with step (7).
A kind of safeguard structure for hydroelectric project the most according to claim 1, it is characterised in that: described transverse channels
(9) it is rectangular configuration hollow steel pipe.
A kind of safeguard structure for hydroelectric project the most according to claim 2, it is characterised in that: described cement sheeting
(4) thickness is 25cm, and every piece of cement sheeting (4) is provided with two through holes (5), a diameter of 15cm of through hole (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620539779.9U CN205742080U (en) | 2016-06-02 | 2016-06-02 | A kind of safeguard structure for hydroelectric project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620539779.9U CN205742080U (en) | 2016-06-02 | 2016-06-02 | A kind of safeguard structure for hydroelectric project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742080U true CN205742080U (en) | 2016-11-30 |
Family
ID=57359676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620539779.9U Expired - Fee Related CN205742080U (en) | 2016-06-02 | 2016-06-02 | A kind of safeguard structure for hydroelectric project |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742080U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612046A (en) * | 2018-05-21 | 2018-10-02 | 吴淑霞 | A kind of water conservancy dykes and dams with impermeable function |
| CN108978587A (en) * | 2018-07-11 | 2018-12-11 | 江西博慧工程技术服务有限公司 | A kind of dykes and dams ecological slope protection structure and construction method |
-
2016
- 2016-06-02 CN CN201620539779.9U patent/CN205742080U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612046A (en) * | 2018-05-21 | 2018-10-02 | 吴淑霞 | A kind of water conservancy dykes and dams with impermeable function |
| CN108612046B (en) * | 2018-05-21 | 2020-10-30 | 泉州台商投资区钰宝商贸有限公司 | Water conservancy dykes and dams with prevention of seepage passes through function |
| CN108978587A (en) * | 2018-07-11 | 2018-12-11 | 江西博慧工程技术服务有限公司 | A kind of dykes and dams ecological slope protection structure and construction method |
| CN108978587B (en) * | 2018-07-11 | 2020-04-07 | 江西博慧工程技术服务有限公司 | Dyke ecological slope protection structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |