CN208105294U - A kind of geotechnical engineering slope seepage control water-bound - Google Patents
A kind of geotechnical engineering slope seepage control water-bound Download PDFInfo
- Publication number
- CN208105294U CN208105294U CN201820581623.6U CN201820581623U CN208105294U CN 208105294 U CN208105294 U CN 208105294U CN 201820581623 U CN201820581623 U CN 201820581623U CN 208105294 U CN208105294 U CN 208105294U
- Authority
- CN
- China
- Prior art keywords
- ontology
- splash guard
- catch basin
- mixed mud
- control water
- 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
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind of geotechnical engineering slope seepage control water-bounds, including soil ontology, there is side slope ontology on the left of the upper end of the soil ontology, the inside of the side slope ontology is plugged with dark stake, the right side upper end of the side slope ontology is equipped with metalling, the upper end of the metalling has poured mixed mud layer, iron net layer is equipped in the middle part of the mixed mud layer, the upper surface of the mixed mud layer is provided with catch basin, drain tank is provided between the catch basin, the side wall of the catch basin is equipped with the first geotechnological mold layer, the soil ontology is plugged with retaining wall in the right end of side slope ontology, outlet conduit is plugged in the middle part of the retaining wall, the inner cavity lower part of the retaining wall is equipped with impervious barrier.The geotechnical engineering slope seepage control water-bound can quickly exclude the upper surface moisture of mixed mud layer by being equipped with the structure of catch basin and drain tank；By being equipped with the structure of impervious barrier, side slope ontology can be effectively protected.
Description
Technical field
The utility model relates to hydrotechnics field, specially a kind of geotechnical engineering slope seepage control water-bound.
Background technique
Water is to lead to following adverse effect an important factor for leading to slope instability：The intracorporal water in slope will lead to slopes knot
Structure self weight increases, and side slope sliding force is also increase accordingly；The intracorporal water in slope can reduce the physical and mechanical property of slopes structure, reduce side
Slope stability；Underground water, which generates hydrostatic pressure, penetration etc., in slopes influences slope stability." controlling slope first to harness the river ", for side
For the engineering of slope, usually top-priority is processing for water, i.e., how to prevent rainwater and slope surface water from entering to blend and how to reduce
Level of ground water inside slopes.The edge slope structure used at this stage cannot all play effective waterproof action, so that water is deep from surface
Enter earth's surface and then penetrate into side slope soil layer, cause slopes dead load to increase the final side slope that induces and glide, cause landslide accident, to allowing
The property of people causes huge loss, therefore we have proposed a kind of geotechnical engineering slope seepage control water-bounds.
Utility model content
The purpose of this utility model is to provide a kind of geotechnical engineering slope seepage control water-bounds, to solve above-mentioned background technique
The problem of middle proposition.
To achieve the above object, the utility model provides the following technical solutions：A kind of geotechnical engineering slope seepage control water-bound,
Including soil ontology, there is side slope ontology on the left of the upper end of the soil ontology, the inside of the side slope ontology is plugged with dark stake, institute
The right side upper end for stating side slope ontology is equipped with metalling, and the upper end of the metalling has poured mixed mud layer, the mixed mud layer
Middle part be equipped with iron net layer, the upper surface of the mixed mud layer is provided with catch basin, and drain tank, institute are provided between the catch basin
The side wall for stating catch basin is equipped with the first geotechnological mold layer, and the soil ontology is plugged with retaining wall in the right end of side slope ontology, institute
It states and is plugged with outlet conduit in the middle part of retaining wall, the inner cavity lower part of the retaining wall is equipped with impervious barrier, and the impervious barrier includes the
The geotechnological mold layer of one splash guard, the second splash guard, inserting column, grafting ring, stiffening plate and second.
Preferably, the left and right ends of the impervious barrier are respectively equipped with the second splash guard and the first splash guard, and described second is anti-
The right end of water plate is equipped with several inserting columns, and the left end of first splash guard is fixedly connected with several grafting rings, the inserting column
Uniformly it is arranged in the right end of the second splash guard and the left end of the first splash guard, the inserting column and grafting ring respectively with grafting ring
Be oppositely arranged, the left and right sides between second splash guard and the first splash guard is equipped with stiffening plate, and two stiffening plates it
Between be equipped with the second geotechnological mold layer, the stiffening plate and the second geotechnological mold layer are socketed on grafting ring.
Preferably, the dark stake is equipped with several, and the dark stake is uniformly plugged on the inside of side slope ontology.
Preferably, the catch basin is equipped with several, and the catch basin equidistant arrangement is in the upper surface of mixed mud layer.
Preferably, the drain tank is equipped with several, the collection of upper surface of the drain tank equidistant arrangement in mixed mud layer
Between sink.
Preferably, the outlet conduit is equipped with several, and the outlet conduit is equidistantly plugged on the middle part of retaining wall.
Compared with prior art, the utility model has the beneficial effects that：The geotechnical engineering slope seepage control water-bound, by setting
There is the structure of catch basin and drain tank, can quickly exclude the upper surface moisture of mixed mud layer, so that the upper table of mixed mud layer
Face is not in ponding, and then can be avoided the inside of moisture intrusion mixed mud layer；By being equipped with the structure of impervious barrier, can keep away
The ponding for exempting from the lower end of side slope ontology invades the inside of side slope ontology, to destroy the internal structure of side slope ontology, and first
The geotechnological mold layer of splash guard, the second splash guard and second can effectively completely cut off the interior lower end of moisture intrusion side slope ontology, can
Side slope ontology is effectively protected.
Detailed description of the invention
Fig. 1 is the utility model section view；
Fig. 2 is the utility model impervious barrier cross-sectional view；
Fig. 3 is the utility model mixed mud layer cross-sectional view.
In figure：1 soil ontology, 2 side slope ontologies, 3 dark stakes, 4 mixed mud layers, 5 metallings, 6 retaining walls, 7 outlet conduits, 8
Impervious barrier, 81 first splash guards, 82 second splash guards, 83 inserting columns, 84 grafting rings, 85 stiffening plates, 86 second geotechnological mold layer, 9
Iron net layer, 10 catch basins, 11 first geotechnological mold layer, 12 drain tanks.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution：A kind of geotechnical engineering slope seepage control water-bound, packet
Soil ontology 1 is included, has side slope ontology 2 on the left of the upper end of the soil ontology 1, the inside of the side slope ontology 2 is plugged with dark stake
3, dark stake 3 is capable of increasing the intensity of side slope ontology 2, and the dark stake 3 is equipped with several, and the dark stake 3 is uniformly plugged on side slope
The inside of ontology 2.The right side upper end of the side slope ontology 2 is equipped with metalling 5, and metalling 5 can be avoided side slope ontology 2 and collapse
It falls into, the upper end of the metalling 5 has poured mixed mud layer 4, and mixed mud layer 4 can play the role of water proof, avoids moisture and invades
Enter to the inside of side slope ontology 2, the middle part of the mixed mud layer 4 is equipped with iron net layer 9, and iron net layer 9 is in order to reinforce mixed mud layer 4
Intensity, the upper surface of the mixed mud layer 4 is provided with catch basin 10, and catch basin 10 is in order to quickly exclude the upper of mixed mud layer 4
Surface moisture so that the upper surface of mixed mud layer 4 is not in ponding, and then can be avoided the interior of moisture intrusion mixed mud layer 4
Portion, the catch basin 10 are equipped with several, and 10 equidistant arrangement of catch basin is in the upper surface of mixed mud layer 4.The catch basin
Drain tank 12 is provided between 10, drain tank 12 enables to the moisture on 4 surface of mixed mud layer quickly to flow down, and the drain tank 12 is set
There are several, between the catch basin 10 of upper surface of 12 equidistant arrangement of drain tank in mixed mud layer 4.The catch basin 10
Side wall is equipped with the first geotechnological mold layer 11, and the first geotechnological mold layer 11 can effectively prevent moisture from invading mixed mud layer 4, the soil
Ground ontology 1 is plugged with retaining wall 6 in the right end of side slope ontology 2, and retaining wall 6 avoids the loss of 2 soil of side slope ontology, the gear
The middle part of cob wall 6 is plugged with outlet conduit 7, and the outlet conduit 7 is equipped with several, and the outlet conduit 7 is equidistantly plugged on gear
The middle part of cob wall 6.The inner cavity lower part of the retaining wall 6 is equipped with impervious barrier 8, and impervious barrier 8 can be avoided the lower end of side slope ontology 2
Ponding invades the inside of side slope ontology 2, so that the internal structure of side slope ontology 2 is destroyed, it is anti-by the first splash guard 81, second
Water plate 82 and the second geotechnological mold layer 86 can effectively completely cut off the interior lower end of moisture intrusion side slope ontology 2, can effectively protect
Protective edge slope ontology 2, the impervious barrier 8 include the first splash guard 81, the second splash guard 82, inserting column 83, grafting ring 84, stiffening plate
85 and the second geotechnological mold layer 86, the left and right ends of the impervious barrier 8 are respectively equipped with the second splash guard 82 and the first splash guard 81, institute
The right end for stating the second splash guard 82 is equipped with several inserting columns 83, and the left end of first splash guard 81 is fixedly connected with several grafting
Ring 84, the inserting column 83 and grafting ring 84 are uniformly arranged in the right end and the first splash guard 81 of the second splash guard 82 respectively
Left end, the inserting column 83 and grafting ring 84 are oppositely arranged, the left and right between second splash guard 82 and the first splash guard 81
Two sides are equipped with stiffening plate 85, and the second geotechnological mold layer 86 is equipped between two stiffening plates 85, the stiffening plate 85 and the second soil
Work mold layer 86 is socketed on grafting ring 84.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of geotechnical engineering slope seepage control water-bound, including soil ontology（1）, it is characterised in that：The soil ontology（1）'s
There is side slope ontology on the left of upper end（2）, the side slope ontology（2）Inside be plugged with dark stake（3）, the side slope ontology（2）The right side
Side upper end is equipped with metalling（5）, the metalling（5）Upper end poured mixed mud layer（4）, the mixed mud layer（4）'s
Middle part is equipped with iron net layer（9）, the mixed mud layer（4）Upper surface be provided with catch basin（10）, the catch basin（10）Between
It is provided with drain tank（12）, the catch basin（10）Side wall be equipped with the first geotechnological mold layer（11）, the soil ontology（1）On side
Slope ontology（2）Right end be plugged with retaining wall（6）, the retaining wall（6）Middle part be plugged with outlet conduit（7）, the earth-retaining
Wall（6）Inner cavity lower part be equipped with impervious barrier（8）, the impervious barrier（8）Including the first splash guard（81）, the second splash guard（82）,
Inserting column（83）, grafting ring（84）, stiffening plate（85）With the second geotechnological mold layer（86）.
2. a kind of geotechnical engineering slope seepage control water-bound according to claim 1, it is characterised in that：The impervious barrier（8）
Left and right ends be respectively equipped with the second splash guard（82）With the first splash guard（81）, second splash guard（82）Right end be equipped with
Several inserting columns（83）, first splash guard（81）Left end be fixedly connected with several grafting rings（84）, the inserting column
（83）With grafting ring（84）It is uniformly arranged in the second splash guard respectively（82）Right end and the first splash guard（81）Left end, institute
State inserting column（83）With grafting ring（84）It is oppositely arranged, second splash guard（82）With the first splash guard（81）Between left and right
Two sides are equipped with stiffening plate（85）, and two stiffening plates（85）Between be equipped with the second geotechnological mold layer（86）, the stiffening plate（85）
With the second geotechnological mold layer（86）It is socketed in grafting ring（84）On.
3. a kind of geotechnical engineering slope seepage control water-bound according to claim 1, it is characterised in that：The dark stake（3）If
There are several, the dark stake（3）Uniformly it is plugged on side slope ontology（2）Inside.
4. a kind of geotechnical engineering slope seepage control water-bound according to claim 1, it is characterised in that：The catch basin（10）
Equipped with several, the catch basin（10）Equidistant arrangement is in mixed mud layer（4）Upper surface.
5. a kind of geotechnical engineering slope seepage control water-bound according to claim 1, it is characterised in that：The drain tank（12）
Equipped with several, the drain tank（12）Equidistant arrangement is in mixed mud layer（4）Upper surface catch basin（10）Between.
6. a kind of geotechnical engineering slope seepage control water-bound according to claim 1, it is characterised in that：The outlet conduit
（7）Equipped with several, the outlet conduit（7）Equidistantly it is plugged on retaining wall（6）Middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820581623.6U CN208105294U (en) | 2018-04-23 | 2018-04-23 | A kind of geotechnical engineering slope seepage control water-bound |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820581623.6U CN208105294U (en) | 2018-04-23 | 2018-04-23 | A kind of geotechnical engineering slope seepage control water-bound |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208105294U true CN208105294U (en) | 2018-11-16 |
Family
ID=64116333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820581623.6U Expired - Fee Related CN208105294U (en) | 2018-04-23 | 2018-04-23 | A kind of geotechnical engineering slope seepage control water-bound |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208105294U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972636A (en) * | 2019-04-19 | 2019-07-05 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of seepage-proof structure of geotechnical engineering side slope |
-
2018
- 2018-04-23 CN CN201820581623.6U patent/CN208105294U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972636A (en) * | 2019-04-19 | 2019-07-05 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of seepage-proof structure of geotechnical engineering side slope |
| CN109972636B (en) * | 2019-04-19 | 2024-03-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Water seepage prevention structure of geotechnical engineering side slope |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202170502U (en) | Soil cut slope drainage system | |
| CN204139131U (en) | A kind of water gate | |
| CN208105294U (en) | A kind of geotechnical engineering slope seepage control water-bound | |
| CN207727546U (en) | A kind of displacement hull and cured layer combined foundation structure | |
| CN206941616U (en) | A kind of coating bank protection discharge structure | |
| CN106400744A (en) | Comprehensive side-slope treatment structure for preventing river channel erosion and construction method thereof | |
| CN206438471U (en) | Protection slope | |
| CN205475658U (en) | Greenery patches rainwater sump pit | |
| CN208105292U (en) | A kind of water conservancy or highway engineering side slope equipped with draining with protective device | |
| CN206800345U (en) | A kind of sluice dissipation and scouring structure | |
| CN105887779B (en) | A kind of biological passway for escaping of hardening bank protection bend channel | |
| CN209584986U (en) | A kind of antiseepage dam structure | |
| CN205501983U (en) | Decompression drainage tubular pile | |
| JP5929089B2 (en) | Liquefaction countermeasure structure and liquefaction countermeasure construction method | |
| CN206956731U (en) | One kind is applied to the square deep basal pit of the high pressure-bearing of rich water sand gravel layer | |
| CN205369276U (en) | Osmosis membrane cofferdam is prevented to preceding landing leg shaped steel | |
| CN205975593U (en) | Silt region is dug bored concrete pile soon and is put with protecting wound packages | |
| CN210122706U (en) | Check dam structure of hydraulic and hydroelectric engineering | |
| CN103938585A (en) | Arrangement structure of mixed dam composed of earth dams and gravity dam | |
| CN208441213U (en) | A kind of Rocky Desertification Region Demonstration for Ecological Sanitation device | |
| CN207775906U (en) | A kind of Novel slope protection | |
| CN205917706U (en) | Soil property high slope structure | |
| CN105603932A (en) | Rushing-proof water conservancy dam | |
| CN202181554U (en) | Underground water treatment device for local deepened areas in foundational building construction | |
| CN217949086U (en) | Slope reinforcing device for preventing and treating water in strip mine refuse dump |
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: 20181116 Termination date: 20190423 |