CN106498903A - Water power slope retaining structure - Google Patents
Water power slope retaining structure Download PDFInfo
- Publication number
- CN106498903A CN106498903A CN201611161844.XA CN201611161844A CN106498903A CN 106498903 A CN106498903 A CN 106498903A CN 201611161844 A CN201611161844 A CN 201611161844A CN 106498903 A CN106498903 A CN 106498903A
- Authority
- CN
- China
- Prior art keywords
- slope
- engineering
- side slope
- rock
- water power
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
Abstract
The present invention relates to field of water conservancy, especially a kind of water power slope retaining structure.The technical problem to be solved 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 brings adverse effect to the safety 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, is fixedly installed rock-fill concrete structure on the side slope surface between the passive protection web frame and engineering head pivot area.The present invention arranges 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 brings to the safety of engineering, so as to reduce engineering risk.Present invention is particularly suitable among the side slope protection of hydroelectric project.
Description
Technical field
The present invention relates 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 such as anchor pole, anchor cable, sash beam, active and
Passive protection net, retaining wall etc..Some engineering slopes can bring some technology, asking economically using conventional support pattern
Topic, therefore, in the face of such problem so that need in support design of slope using more economical rational engineering measure.
Content of the invention
The technical problem to be solved is to provide a kind of elimination engineering slope crag that can be more convenient, more economical
Body brings the water power slope retaining structure of adverse effect to the safety of engineering.
The technical solution adopted for the present invention to solve the technical problems is：Water power slope retaining structure, including side slope, described
Engineering head pivot area is provided with the descending of side slope, is provided with least one passive protection net knot at the upward slope of the side slope
Structure, is fixedly installed rock-fill concrete knot 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 engineering head pivot area is included by the pretective acreage of the passive protection web frame completely.
It is further that the rock-fill concrete structure is located at below passive protection web frame.
It is further that the surface of the rock-fill concrete structure is matched with side slope surface.
The invention has the beneficial effects as follows：The present invention arranges rock-fill concrete and passive protection web frame in side slope, described
Rock-fill concrete casting method solve the adverse effect that engineering slope Dangerous Rock Body brings to the safety of engineering, so as to reduce work
Journey risk.Other, the not only easy construction of rock-fill concrete support pattern, and the quantities of construction has been saved, effectively reduce
Construction investment, present invention is particularly suitable among the side slope protection of hydroelectric project.
Description of the drawings
Fig. 1 is the structural representation of the present invention.
It is labeled as in figure：Engineering head pivot area 1, side slope 2, rock-fill concrete structure 3, passive protection web frame 4.
Specific embodiment
The present invention is further described below in conjunction with the accompanying drawings.
Water power slope retaining structure as shown in Figure 1, including side slope 2, is 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 made not affected 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 arranges rock-fill concrete structure 3 and passive protection web frame 4, can solve engineering
The adverse effect that side slope Dangerous Rock Body is brought to the safety of engineering construction phase and runtime, so as to reduce engineering risk, at the same time,
This support pattern can also effectively save quantities, save construction investment, and it is convenient to bring to construction.
General, in order to reduce the cost that builds, the passive protection web frame 4 can be chosen 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 the passive protection net is tied
Including engineering head pivot area 1 is included by the pretective acreage of structure 4 completely, that is, ensure the arrangement width foot of passive protection web frame 4
Enough width, so that prevent potential safety hazard of the objects such as stone to engineering head pivot area 1.
Other, it is typically chosen and allows the rock-fill concrete structure 3 to be located at below passive protection web frame 4, such as Fig. 1 institutes
State, such distribution mode not only can 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 become another potential safety hazard, preferably will
The surface of the rock-fill concrete structure 3 is matched with 2 surface of side slope, the rock-fill concrete structure 3 for matching and side slope 2
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：It is first that engineering is provided with the descending of side slope (2)
Portion's nodal region (1), is provided with least one passive protection web frame (4), the passive protection net at the upward slope of 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：Described passive protection web frame (4) are ferrum
Silk protection network.
3. water power slope retaining structure as claimed in claim 1, it is characterised in that：Passive protection web frame (4) anti-
Including engineering head pivot area (1) is included by mask product completely.
4. the water power slope retaining structure as described in claim 1,2 or 3, it is characterised in that：Rock-fill concrete structure (3)
It is located at below passive protection web frame (4).
5. the water power slope retaining structure as described in claim 1,2 or 3, it is characterised in that：Rock-fill concrete structure (3)
Surface match with side slope (2) surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611161844.XA CN106498903A (en) | 2016-12-15 | 2016-12-15 | Water power slope retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611161844.XA CN106498903A (en) | 2016-12-15 | 2016-12-15 | Water power slope retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106498903A true CN106498903A (en) | 2017-03-15 |
Family
ID=58331107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611161844.XA Pending CN106498903A (en) | 2016-12-15 | 2016-12-15 | Water power slope retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106498903A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW200700619A (en) * | 2005-06-30 | 2007-01-01 | Gold Joint Ind Co Ltd | Passive resistance apparatus of geogrid |
| CN102031760A (en) * | 2010-12-17 | 2011-04-27 | 河南省新开元路桥工程咨询有限公司 | Anti-rockfall method for subgrade in rock deposit zone |
| CN105804096A (en) * | 2016-03-23 | 2016-07-27 | 韦积分 | Road slope protection method |
| CN106087785A (en) * | 2016-08-12 | 2016-11-09 | 铁道第三勘察设计院集团有限公司 | A kind of easy care flexibility passive protection system |
| CN206267101U (en) * | 2016-12-15 | 2017-06-20 | 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 CN201611161844.XA patent/CN106498903A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW200700619A (en) * | 2005-06-30 | 2007-01-01 | Gold Joint Ind Co Ltd | Passive resistance apparatus of geogrid |
| CN102031760A (en) * | 2010-12-17 | 2011-04-27 | 河南省新开元路桥工程咨询有限公司 | Anti-rockfall method for subgrade in rock deposit zone |
| CN105804096A (en) * | 2016-03-23 | 2016-07-27 | 韦积分 | Road slope protection method |
| CN106087785A (en) * | 2016-08-12 | 2016-11-09 | 铁道第三勘察设计院集团有限公司 | A kind of easy care flexibility passive protection system |
| CN206267101U (en) * | 2016-12-15 | 2017-06-20 | 中国电建集团成都勘测设计研究院有限公司 | Water power slope retaining structure |
Non-Patent Citations (2)
| Title |
|---|
| 杨正贵等: "猴子岩水电站自然边坡危岩的治理设计与施工", 《四川水力发电》 * |
| 王海超等: "再生骨料自密实堆石混凝土墙体的力学性能研究", 《混凝土与水泥制品》 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106499412A (en) | A kind of anti-rock burst method for protecting support in the tunnel with active support as theory and support system | |
| CN206267101U (en) | Water power slope retaining structure | |
| CN106498903A (en) | Water power slope retaining structure | |
| CN203412347U (en) | Jumper wire over-wind type Z-shaped side slope power transmission line strain tower | |
| CN207091926U (en) | A kind of science of bridge building protector | |
| CN204696565U (en) | Line pulley is crossed in a kind of simple and easy scissors crossing | |
| CN107675715A (en) | A kind of high-steep slope protection structure and its construction method | |
| CN209384249U (en) | A kind of high intensity ground pattern foundation pit supporting structure | |
| CN208395820U (en) | A kind of bridge pile foundation pile crown abolishes device | |
| CN205875228U (en) | Pile foundation scour prevention denudes structure | |
| CN206721866U (en) | A kind of drain bar construction shoe | |
| CN105155849B (en) | The timing automatic maintenance spray facility of concrete | |
| CN208830334U (en) | A kind of cofferdam small dike rubber bath rubber antiskid fixed structure | |
| CN204457068U (en) | Municipal engineering safety guard net | |
| CN207608939U (en) | A kind of bracing means of transmission line of electricity high voltage iron tower and basis | |
| CN204355942U (en) | For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting | |
| CN207597169U (en) | Tamping machine wear-resisting head | |
| CN206932983U (en) | A kind of lark nest on cement pole | |
| CN207651938U (en) | A kind of high voltage power cable climbing fixed frame | |
| CN207332419U (en) | Counter weight type roof communication base station pole stent | |
| CN207959720U (en) | A kind of reinforced mesh | |
| CN203514346U (en) | Single underground pipeline transverse lifting and longitudinal picking protection device | |
| CN203547157U (en) | Anti-washing-out protective structure for exposed reinforcing bars of wall | |
| CN205141514U (en) | Protection mechanism's unwrapping wire coaster is strideed across to transmission line passageway | |
| CN206941434U (en) | A kind of protecting net upright post column cap improves attachment structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170315 |
|
| RJ01 | Rejection of invention patent application after publication |