CN206267101U - Water power slope retaining structure - Google Patents
Water power slope retaining structure Download PDFInfo
- Publication number
- CN206267101U CN206267101U CN201621383288.6U CN201621383288U CN206267101U CN 206267101 U CN206267101 U CN 206267101U CN 201621383288 U CN201621383288 U CN 201621383288U CN 206267101 U CN206267101 U CN 206267101U
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- China
- Prior art keywords
- slope
- engineering
- side slope
- rock
- water power
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The utility model is related to field of water conservancy, especially a kind of water power slope retaining structure.Technical problem to be solved in the utility model is to provide the water power slope retaining structure that a kind of elimination engineering slope Dangerous Rock Body that can be more convenient, more economical is adversely affected to the safety belt of engineering, water power slope retaining structure, including side slope, engineering head pivot area is provided with the descending of the side slope, at least one passive protection web frame is provided with the upward slope of the side slope, rock-fill concrete structure is fixedly installed on the side slope surface between the passive protection web frame and engineering head pivot area.The utility model sets rock-fill concrete and passive protection web frame in side slope, and described rock-fill concrete casting method solves the adverse effect that engineering slope Dangerous Rock Body comes to the safety belt of engineering, so as to reduce engineering risk.The utility model is particularly suited among the side slope protection of hydroelectric project.
Description
Technical field
The utility model is related to field of water conservancy, especially a kind of water power slope retaining structure.
Background technology
In field of water conservancy, it is often necessary to carry out supporting to engineering slope.In Practical Project, due to landform,
The difference of matter condition, need to take different slope retaining patterns.Conventional support pattern for example anchor pole, anchor cable, sash beam, active and
Passive protection net, retaining wall etc..Some engineering slopes can bring some technologies, asking economically using conventional support pattern
Topic, therefore, in face of such problem so that needed in support design of slope using more economical rational engineering measure.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of elimination engineering slope that can be more convenient, more economical
The water power slope retaining structure that Dangerous Rock Body is adversely affected to the safety belt of engineering.
The utility model solves the technical scheme that its technical problem used：Water power slope retaining structure, including side slope,
Engineering head pivot area is provided with the descending of the side slope, at least one passive protection net is provided with the upward slope of the side slope
Structure, rock-fill concrete knot is fixedly installed on the side slope surface between the passive protection web frame and engineering head pivot area
Structure.
It is further that passive protection web frame as claimed in claim 1 is iron wire protection network.
It is further including the pretective acreage of the passive protection web frame includes engineering head pivot area completely.
It is further that the rock-fill concrete structure is located at passive protection web frame lower section.
It is further that surface and the side slope surface of the rock-fill concrete structure match.
The beneficial effects of the utility model are：The utility model sets rock-fill concrete and passive protection net knot in side slope
Structure, described rock-fill concrete casting method solves the adverse effect that engineering slope Dangerous Rock Body comes to the safety belt of engineering, from
And reduce engineering risk.Other, the not only easy construction of rock-fill concrete support pattern, and the quantities of construction has been saved,
Construction investment is effectively reduced, the utility model is particularly suited among the side slope protection of hydroelectric project.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Marked in figure：Engineering head pivot area 1, side slope 2, rock-fill concrete structure 3, passive protection web frame 4.
Specific embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
Water power slope retaining structure as shown in Figure 1, including side slope 2, are provided with engineering stem at the descending of the side slope 2
Nodal region 1, is provided with least one passive protection web frame 4 at the upward slope of the side slope 2, the passive protection web frame 4 with
Rock-fill concrete structure 3 is fixedly installed on side slope 2 between engineering head pivot area 1 is domatic.
By rock-fill concrete structure 3 and passive protection web frame 4, engineering safety is set not influenceed by side slope Dangerous Rock Body,
And rock-fill concrete that rock-fill concrete structure 3 is obtained is more more economical than traditional slope retaining mode, effectively reduces engineering
Investment.As shown in Figure 1, the surface of side slope 2 sets rock-fill concrete structure 3 and passive protection web frame 4, can solve engineering
The adverse effect that side slope Dangerous Rock Body comes to the safety belt of engineering construction phase and runtime, so that engineering risk is reduced, at the same time,
This support pattern can also effectively save quantities, save construction investment, bring convenient to construction.
General, in order to reduce the cost built, the passive protection web frame 4 can be selected as iron wire protection network i.e.
Can.In addition, in order to fundamentally passive protection web frame 4 has given play to safety protection function, preferably by the passive protection net knot
Including the pretective acreage of structure 4 includes engineering head pivot area 1 completely, that is, ensure the arrangement width foot of passive protection web frame 4
Enough width, so as to prevent the objects such as stone to the potential safety hazard in engineering head pivot area 1.
Other, it is typically chosen and allows the rock-fill concrete structure 3 to be located at the lower section of passive protection web frame 4, such as Fig. 1 institute
State, such distribution mode can not only prevent the avalanche wind of the Dangerous Rock Body of the side slope 2 covered by rock-fill concrete structure 3
Danger, it is also possible to allow rock-fill concrete structure 3 to intercept the tiny crushed stone that passive protection web frame 4 could not be intercepted, so as to allow
Security protection is more fully.
In order to ensure that rock-fill concrete structure 3 is fixedly installed on side slope 2 well, rock-fill concrete structure is allowed so as to play
3 when the essential of its security protection is played, and rock-fill concrete structure 3 itself does not turn into another potential safety hazard, preferably will
The surface of the rock-fill concrete structure 3 matches with the surface of side slope 2, the rock-fill concrete structure 3 and side slope 2 for matching
Being fixed together for safety and firmness, plays good protective action.
Claims (5)
1. water power slope retaining structure, including side slope (2), it is characterised in that：Engineering is provided with the descending of the side slope (2) first
Portion's nodal region (1), is provided with least one passive protection web frame (4), the passive protection net at the upward slope of the side slope (2)
Rock-fill concrete structure (3) is fixedly installed on side slope (2) between structure (4) and engineering head pivot area (1) is domatic.
2. water power slope retaining structure as claimed in claim 1, it is characterised in that：The passive protection web frame (4) is iron
Silk protection network.
3. water power slope retaining structure as claimed in claim 1, it is characterised in that：The passive protection web frame (4) it is anti-
Including mask product includes engineering head pivot area (1) completely.
4. the water power slope retaining structure as described in claim 1,2 or 3, it is characterised in that：The rock-fill concrete structure (3)
Positioned at passive protection web frame (4) lower section.
5. the water power slope retaining structure as described in claim 1,2 or 3, it is characterised in that：The rock-fill concrete structure (3)
Surface match with side slope (2) surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621383288.6U CN206267101U (en) | 2016-12-15 | 2016-12-15 | Water power slope retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621383288.6U CN206267101U (en) | 2016-12-15 | 2016-12-15 | Water power slope retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206267101U true CN206267101U (en) | 2017-06-20 |
Family
ID=59045589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621383288.6U Active CN206267101U (en) | 2016-12-15 | 2016-12-15 | Water power slope retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206267101U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498903A (en) * | 2016-12-15 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Water power slope retaining structure |
-
2016
- 2016-12-15 CN CN201621383288.6U patent/CN206267101U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498903A (en) * | 2016-12-15 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Water power slope retaining structure |
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