CN208183653U - A kind of slope protection structure - Google Patents
A kind of slope protection structure Download PDFInfo
- Publication number
- CN208183653U CN208183653U CN201820259596.0U CN201820259596U CN208183653U CN 208183653 U CN208183653 U CN 208183653U CN 201820259596 U CN201820259596 U CN 201820259596U CN 208183653 U CN208183653 U CN 208183653U
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- Prior art keywords
- slope
- slope protection
- protection structure
- mentioned
- sash beam
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Abstract
The utility model is a kind of slope protection structure, includes slope foot barricade, sash beam, grouting tube, and wherein sash beam is fixed on slope foot barricade, and grouting tube is distributed in the crossover location of sash beam.The utility model uses the structure for combining a variety of slope protection measures, both the stability of side slope had been increased, the ability of the antiscour of slope surface is increased again, and unique chain brick moulding and the combination of grass planting enhance the landscape effect of side slope, the slope protection structure of the soil-slope suitable for river two sides.
Description
Technical field
The utility model relates to a kind of slope protection structure, especially a kind of side slope protection in river two sides soil-slope
Structure belongs to the innovative technology of slope protection structure.
Background technique
The common safeguard procedures of slope project have plant protection, engineering protection (sash protection, cover protection, shotcrete with steel bar nets
Protection, stone-laying protection etc.) and geotextile protection etc. measures.Practical Project utilization in, can be located according to side slope position,
The factors such as matter condition select one of side slope treatment or combined use, but existing there are no one kind can increase side slope
Stability, and increase slope surface erosion resistibility slope protection structure.
Summary of the invention
The purpose of this utility model is that considering the above problem and providing a kind of slope protection structure, the utility model increases
The stability of side slope, and the ability of the antiscour of slope surface is increased, it is a kind of structure is simple, convenient and practical side slope protection
Structure.
The technical solution of the utility model is: the slope protection structure of the utility model, includes slope foot barricade, sash
Beam, grouting tube, wherein sash beam is fixed on slope foot barricade, and grouting tube is distributed in the crossover location of sash beam.
The utility model uses the structure for combining a variety of slope protection measures, has not only increased the stability of side slope, but also
The ability of the antiscour of slope surface is increased, and unique chain brick moulding and the combination of grass planting enhance the landscape effect of side slope,
The slope protection structure of soil-slope suitable for river two sides.The utility model is that a kind of structure is simple, convenient and practical side
Slope safeguard structure.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the elevation of the utility model；
Fig. 3 is the sectional view of the utility model.
Specific embodiment
Embodiment:
The structural schematic diagram of the utility model is as shown in Figure 1, 2, and the slope protection structure of the utility model includes slope foot
Barricade 1, sash beam 2, grouting tube 3, wherein sash beam 2 is fixed on slope foot barricade 1, and grouting tube 3 is distributed in sash beam 2
Crossover location.
In the present embodiment, above-mentioned sash beam 2 is covered with chain brick 4.
In the present embodiment, drainpipe 5 is also equipped in above-mentioned chain brick 4.
In the present embodiment, interior kind of the hole of above-mentioned chain brick 4 has grass planting 6.
In the present embodiment, above-mentioned slope foot barricade 1 is a height of 1.0~2.0m, using C25 Gravity Retaining Wall structure, sector boss
Degree is with being segmented 10~20m according to geological conditions.
In the present embodiment, having a size of 4.0m wide × 3.0m high, the sectional dimension of sash beam 2 is the sash of above-mentioned sash beam 2
0.3m wide × 0.4m high, using C25 reinforced concrete structure.
In the present embodiment, above-mentioned grouting tube 3 is distributed in the crossover location of sash beam 2, using single 10m long φ 60 ×
The steel floral tube of 4mm is arranged injected hole in steel floral tube, is divided into 30cm between injected hole, and using to punching is worn, aperture is not less than
8mm.Grouting is divided to two processes to carry out: cement injection mortar for the first time starches 0.5~1.0MPa of pressure；Secondary pouring neat slurry, slurry
1.5~2.0MPa of pressure.
In the present embodiment, above-mentioned chain brick 4 is light aggregate concrete structure, and overall size is 0.40m long × 0.3m wide, thick
0.1m, being paved between sash beam 2 can be from the embedding chain brick pavement structure for forming globality.
In the present embodiment, above-mentioned drainpipe 5 is the draining floral tube or blind pipe of 5.0m long, and the array pitch between drainpipe is
2.0m, caliber 50mm, 5 ° of the angle of depression.
The utility model uses grouting tube anchor pole+concrete lattice beam+interlocking bricks protective slope structure.Slope foot is adopted as gravity type gear
Wall consolidates foot, enhances the effect of blocking of weak part.Slope upper ledge lattice beam Gu Po, increases the globality of slope soil.In steel floral tube
After slip casing by pressure, the fixed drilling position periphery soil body is seeped in slurries side, increases resistance to plucking face, reaches the effect of the fixed soil body Yu sash beam
Fruit.Space between lattice beam is laid with using Novel connection neck brick, the chain mutual latch closure of brick, forms chain pavement structure semi-flexible, can be
Guarantee to greatly increase the adaptability to deforming of the slope under the premise of mask integrality.Chain dress hollow out position can as needed between
The various vegetation of kind, enhance landscape effect.Soil body drainpipe excludes to cause the soil body to deposit due to the variation of the river water surface or rainfall in slope
Infiltration in storing reduces a possibility that being reduced due to the internal friction angle of the soil body and caused slope instability.
The side slope slope foot of the utility model uses retaining wall spats, and side slope arranges rectangle frame lattice beam from bottom upwards, in frame
Beam crossover location gos deep into soil body arrangement floral tube and slip casting.Grass planting mask is planted between completely spreading chain brick in surface layer, and drainpipe excludes the soil body and contains
The protective slope structure of water enhances the stability and scour resistance in river two sides soil-slope, while enhancing the landscape of side slope
Effect.The utility model has many advantages, such as solid slope performance compared with strong, landscape effect is preferable, is suitable for two sides in river controlling projects
Welding with filler wire or natural soil-slope.
Claims (9)
1. a kind of slope protection structure, it is characterised in that include slope foot barricade, sash beam, grouting tube, wherein sash beam is solid
It is scheduled on slope foot barricade, grouting tube is distributed in the crossover location of sash beam.
2. slope protection structure according to claim 1, it is characterised in that above-mentioned sash beam is covered with chain brick.
3. slope protection structure according to claim 2, it is characterised in that be equipped with drainpipe on above-mentioned chain brick.
4. slope protection structure according to claim 2, it is characterised in that interior kind of the hole of above-mentioned chain brick has grass planting.
5. slope protection structure according to claim 2, it is characterised in that above-mentioned slope foot barricade is Gravity Retaining Wall structure.
6. slope protection structure according to claim 2, it is characterised in that above-mentioned sash beam uses C25 armored concrete knot
Structure.
7. according to the described in any item slope protection structures of claim 2 to 6, it is characterised in that above-mentioned grouting tube is using single
Steel floral tube.
8. slope protection structure according to claim 7, it is characterised in that above-mentioned chain brick is light aggregate concrete structure.
9. slope protection structure according to claim 3, it is characterised in that above-mentioned drainpipe is draining floral tube or blind pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820259596.0U CN208183653U (en) | 2018-02-15 | 2018-02-15 | A kind of slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820259596.0U CN208183653U (en) | 2018-02-15 | 2018-02-15 | A kind of slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208183653U true CN208183653U (en) | 2018-12-04 |
Family
ID=64439731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820259596.0U Expired - Fee Related CN208183653U (en) | 2018-02-15 | 2018-02-15 | A kind of slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208183653U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681348A (en) * | 2020-12-28 | 2021-04-20 | 中水北方勘测设计研究有限责任公司 | Slope treatment method |
| CN113585295A (en) * | 2021-08-03 | 2021-11-02 | 中国电建集团华东勘测设计研究院有限公司 | Construction method of high-soil slope frame lattice beam combined planting groove |
| CN114319239A (en) * | 2022-01-25 | 2022-04-12 | 长安大学 | Side slope ecological restoration method based on coal gangue hydrophobic slope protection bricks |
| CN114481953A (en) * | 2022-01-28 | 2022-05-13 | 长江勘测规划设计研究有限责任公司 | Ecological slope protection without destroying integrity of built dike hard slope protection and construction method thereof |
-
2018
- 2018-02-15 CN CN201820259596.0U patent/CN208183653U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681348A (en) * | 2020-12-28 | 2021-04-20 | 中水北方勘测设计研究有限责任公司 | Slope treatment method |
| CN113585295A (en) * | 2021-08-03 | 2021-11-02 | 中国电建集团华东勘测设计研究院有限公司 | Construction method of high-soil slope frame lattice beam combined planting groove |
| CN114319239A (en) * | 2022-01-25 | 2022-04-12 | 长安大学 | Side slope ecological restoration method based on coal gangue hydrophobic slope protection bricks |
| CN114481953A (en) * | 2022-01-28 | 2022-05-13 | 长江勘测规划设计研究有限责任公司 | Ecological slope protection without destroying integrity of built dike hard slope protection and construction method thereof |
| CN114481953B (en) * | 2022-01-28 | 2024-02-02 | 长江勘测规划设计研究有限责任公司 | Ecological slope protection without damaging integrity of hard slope protection of established embankment and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 526040 Room 1901-1909, First Stage of Agile Plaza, 83 District, West Side of Xin'an Road, Duanzhou District, Zhaoqing City, Guangdong Province Patentee after: GUANGDONG ZHONGHAO SURVEY AND DESIGN CONSULTING Co.,Ltd. Address before: 526040 Room 1901-1909, First Stage of Agile Plaza, 83 District, West Side of Xin'an Road, Duanzhou District, Zhaoqing City, Guangdong Province Patentee before: ZHAOQING WATER RESOURCES AND HYDROPOWER SURVEY AND DESIGN INSTITUTE CO.,LTD. |
|
| 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: 20181204 Termination date: 20220215 |