CN220521237U - Channel slope protection structure - Google Patents
Channel slope protection structure Download PDFInfo
- Publication number
- CN220521237U CN220521237U CN202321686251.0U CN202321686251U CN220521237U CN 220521237 U CN220521237 U CN 220521237U CN 202321686251 U CN202321686251 U CN 202321686251U CN 220521237 U CN220521237 U CN 220521237U
- Authority
- CN
- China
- Prior art keywords
- layer
- slope
- water
- water storage
- storage area
- 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.)
- Withdrawn - After Issue
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 79
- 239000010410 layer Substances 0.000 claims abstract description 52
- 238000003860 storage Methods 0.000 claims abstract description 35
- 239000002346 layers by function Substances 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims abstract description 15
- 239000011449 brick Substances 0.000 claims abstract description 13
- 238000002955 isolation Methods 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims description 5
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 230000004888 barrier function Effects 0.000 claims description 3
- 239000004746 geotextile Substances 0.000 claims description 3
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims 1
- 239000004575 stone Substances 0.000 claims 1
- 238000011010 flushing procedure Methods 0.000 abstract description 10
- 230000000694 effects Effects 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model belongs to the technical field of slope protection, and particularly relates to a channel slope protection structure. The utility model provides a channel slope protection structure, which comprises a slope bottom foundation, a slope top protection block and a slope protection between the slope bottom foundation and the slope top protection block, wherein the slope protection comprises a foundation layer, a joint filling layer, a water-resisting layer, an isolation layer and a functional layer from inside to outside in sequence in the thickness direction, a flushing area, a water storage area and a water storage groove are sequentially arranged on the functional layer in the direction from the slope bottom foundation to the slope top protection block, the flushing area and the water storage area are formed by a plurality of cement grooves perpendicular to the slope bottom foundation, interlocking bricks are filled in the flushing area, honeycomb bricks are filled in the water storage area, water drainage grooves are arranged between the cement grooves, water guide grooves are arranged at the positions of the two sides of the water storage area and are communicated with the bottoms of the water storage grooves.
Description
Technical Field
The utility model belongs to the technical field of slope protection, and particularly relates to a channel slope protection structure.
Background
Channel bank protection is a structure used for protecting the slope bodies at two sides of a ditch or a road. Under the influence of natural disasters or artifacts such as debris flow, torrential flood, storm and the like, landslide, erosion and the like of ditches or slopes on two sides of a road can easily occur, so that the road is damaged, traffic is interrupted, and personal and property losses are caused. The channel slope protection is used as a protection means, so that the slope protection body can be effectively stabilized and protected, and the influence of natural disasters and artificial factors on roads is reduced.
The existing slope protection structure is paved on a slope surface by using a hollow frame-shaped structure and planting greening plants in the frame to form a greening slope protection structure, the cast-in-place concrete slope protection structure is used for planting plants in the slope protection structure to strengthen the slope protection, but the existing cast-in-place concrete slope protection structure is poor in rainwater storage effect, when the plants in the cast-in-place greening concrete slope protection structure are required to be irrigated, the cast-in-place greening concrete slope protection structure cannot store rainwater effectively, so that the difficulty in irrigation is increased, the survival rate of the plants is reduced, the rainwater cannot be stored in flood period, and the resistance to waterlogging disasters is reduced.
Disclosure of Invention
In order to solve the problems in the background technology, the utility model provides a channel slope protection structure.
The utility model provides a channel slope protection structure, which comprises a slope bottom foundation, a slope top protection block and a slope protection between the slope bottom foundation and the slope top protection block, wherein the slope protection comprises a foundation layer, a joint filling layer, a water-resisting layer, an isolation layer and a functional layer from inside to outside in sequence in the thickness direction, a flushing area, a water storage area and a water storage groove are sequentially arranged on the functional layer in the direction from the slope bottom foundation to the slope top protection block, the flushing area and the water storage area are formed by a plurality of cement grooves perpendicular to the slope bottom foundation, interlocking bricks are filled in the flushing area, honeycomb bricks are filled in the water storage area, water drainage grooves are arranged between the cement grooves, water guide grooves are arranged at the positions of the two sides of the water storage area and are communicated with the bottoms of the water storage grooves.
Further, the base layer is a gravel layer in contact connection with the channel, and the joint filling layer is a sand layer filling gaps in the gravel layer.
Further, the water-resistant layer is a polystyrene insulation board.
Further, the isolation layer is geotextile.
Further, the functional layer is a cast-in-situ concrete layer.
Further, soil is paved at the bottom and inside of the honeycomb brick.
Further, the top of the drainage tank is flush with the upper end surface of the slope roof protection building, and the bottom of the drainage tank is flush with the upper end surface of the slope bottom foundation.
Further, the water guide grooves on two sides of the water storage area are respectively positioned on the upper side and the lower side of the water storage area, the water guide grooves on two sides of the water drainage groove are arranged in an up-down staggered mode, and a corresponding water guide plate is arranged on one side of the water guide groove.
The utility model has the beneficial effects that:
this channel slope protection structure is through basic layer, the layer of caulking, water barrier, isolation layer and functional layer, can effectually be connected to the slope protection and the slope of below, consolidate and protect, wash away the layer by the scouring on the functional layer and can effectually carry out effectual resistance to the daily flowing of river scour, the flowers and plants can be planted as the view district in the water storage district when not using, when the rainfall, can be through accumulating the water in the water drainage tank in the cement groove that leads into inside through water guide plate and guiding gutter, the effect that waters can be played to the flowers and plants of planting when rainfall is less, can be as the second accumulation pond of rainwater when rainfall is great, hold back, the water storage tank to the rainwater of large flow, and can prevent the rainwater entering channel through the mode of jam water drainage tank, and then can effectually reduce the possibility of flood, daily can be as the protection, prevent that the people from dropping from the slope protection top.
Drawings
FIG. 1 is a block diagram of a channel revetment structure according to the present utility model.
FIG. 2 is a cross-sectional view of a channel slope protection structure according to the present utility model.
Fig. 3 is an enlarged view of the a-site structure of the channel slope protection structure of the present utility model.
( 1. A slope bottom foundation; 2. building a slope roof; 3. slope protection; 4. a base layer; 5. a caulking layer; 6. a water-resistant layer; 7. an isolation layer; 8. a functional layer; 9. a flushing area; 10. a water storage area; 11. a water storage tank; 12. a cement tank; 13. interlocking bricks; 14. honeycomb bricks; 15. a drainage channel; 16. a water guide groove; 17. a water guide plate; 18. the bottom of the channel; 19. traffic lane )
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Example 1:
referring to fig. 1-3, the channel slope protection 3 structure provided by the utility model comprises a slope bottom foundation 1, a slope top protection block 2 and a slope protection 3 positioned between the slope bottom foundation 1 and the slope top protection block 2, wherein the slope protection 3 sequentially comprises a foundation layer 4, a joint filling layer 5, a water-resisting layer 6, an isolation layer 7 and a functional layer 8 from inside to outside in the thickness direction, a flushing area 9, a water storage area 10 and a water storage groove 11 are sequentially arranged on the functional layer 8 from the slope bottom foundation 1 to the slope top protection block 2, the flushing area 9 and the water storage area 10 are formed by a plurality of cement grooves 12 perpendicular to the slope bottom foundation 1, interlocking bricks 13 are filled in the flushing area 9 and the cement grooves 12, honeycomb bricks 14 are filled in the water storage area 10 and the cement grooves 12, a drainage groove 15 is arranged between the cement grooves 12, water guide grooves 16 are arranged at the positions of the two sides of the water storage area 10 and the water guide grooves 15 are communicated with the bottoms of the water storage grooves 11.
The base layer 4 is a gravel layer in contact with the channels and the joint filling layer 5 is a sand layer filling gaps in the gravel layer.
The waterproof layer 6 is a polystyrene heat-insulating plate, has a dampproof function, and can effectively prevent water and soil loss; has the function of heat preservation, and can protect the land in winter.
The isolating layer 7 is geotextile, and realizes the filtering effect so as to effectively prevent water and soil loss.
The functional layer 8 is a cast-in-situ concrete layer, so that the strength of the slope protection 3 is improved, and the expansion caused by heat and contraction caused by cold of the functional layer 8 are relieved through the drainage grooves 15.
Soil is laid at the bottom and inside of the honeycomb brick 14 for planting flowers and plants when not in use.
The top of the water drainage groove 15 is flush with the upper end surface of the slope roof protection block 2, and the bottom of the water drainage groove 15 is flush with the upper end surface of the slope bottom foundation 1.
The water guide grooves 16 on two sides of the water storage area 10 are respectively positioned on the upper side and the lower side of the water storage area 10, the water guide grooves 16 on two sides of the single water discharge groove 15 are arranged in an up-down staggered mode, and a corresponding water guide plate 17 is arranged on one side of the water guide groove 16.
The working principle of the utility model is as follows:
this channel bank protection 3 structure slope bottom basis 1 is located the both sides of channel bottom 18, slope top protects the both sides that the masonry 2 is located lane 19, middle bank protection 3 is through foundation layer 4, joint filling layer 5, water barrier 6, isolation layer 7 and functional layer 8, can effectually be connected slope 3 and the slope of below, consolidate and protect, wash away the layer by the scouring on the functional layer 8 and can effectually carry out effectual resistance to river daily flowing scour, water storage area 10 can be as view district planting flowers and plants when not using, when the rainfall, can be through carrying out the accumulation in the cement groove 12 that the water guiding plate 17 and water guiding groove 16 guide get into inside with the water guiding groove 15, can play the effect of watering to the flowers and plants of planting when rainfall is less, can be as the second pond of rainwater when the rainfall is great, be held back, can prevent the rainwater entering the channel through the mode of the water guiding groove 15 by the basin 11 to the rainwater of large-flow, and then can effectually reduce the possibility that the flood, can be as the protection, can prevent that the people from dropping from 3 top of water storage.
The utility model and its embodiments have been described above with no limitation, and the specific embodiments are shown as only one of the embodiments of the utility model, and the actual structure is not limited thereto. In summary, if one of ordinary skill in the art is informed by this disclosure, a structural manner and an embodiment similar to the technical solution should not be creatively devised without departing from the gist of the present utility model.
Claims (8)
1. Channel slope protection structure, including the slope bottom basis, the slope top protects and builds and lie in the bank protection between the two, its characterized in that: the revetment from the thickness direction from interior to exterior includes basic layer, caulking layer, water barrier layer, isolation layer and functional layer in proper order, the direction of building by the slope bottom foundation to the slope top is protected on the functional layer has set gradually scour area, water storage area and catch basin, scour area and water storage area are constituteed through a plurality of cement grooves with slope bottom foundation vertically, scour area is located cement groove's inside packing and has the interlocking brick, water storage area is located cement inslot and has the honeycomb brick, be provided with the water drainage tank between the cement groove, water storage area both sides are located water drainage tank department and are provided with the guiding gutter, and water drainage tank and catch basin's bottom intercommunication.
2. A channel revetment structure according to claim 1, wherein: the foundation layer is a gravel layer in contact connection with the channel, and the joint filling layer is a sand stone layer filling gaps in the gravel layer.
3. A channel revetment structure according to claim 1, wherein: the water-resisting layer is a polystyrene heat-insulating plate.
4. A channel revetment structure according to claim 1, wherein: the isolating layer is geotextile.
5. A channel revetment structure according to claim 1, wherein: the functional layer is a cast-in-situ concrete layer.
6. A channel revetment structure according to claim 1, wherein: soil is paved at the bottom and inside of the honeycomb brick.
7. A channel revetment structure according to claim 1, wherein: the top of water drainage tank flushes with the up end of slope roof protection building, and the bottom of water drainage tank flushes with the up end of slope bottom basis.
8. A channel revetment structure according to claim 1, wherein: the water guide grooves on two sides of the water storage area are respectively positioned on the upper side and the lower side of the water storage area, the water guide grooves on two sides of the water drainage groove are arranged in an up-down staggered mode, and a corresponding water guide plate is arranged on one side of the water guide groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321686251.0U CN220521237U (en) | 2023-06-30 | 2023-06-30 | Channel slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321686251.0U CN220521237U (en) | 2023-06-30 | 2023-06-30 | Channel slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220521237U true CN220521237U (en) | 2024-02-23 |
Family
ID=89930837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321686251.0U Withdrawn - After Issue CN220521237U (en) | 2023-06-30 | 2023-06-30 | Channel slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220521237U (en) |
-
2023
- 2023-06-30 CN CN202321686251.0U patent/CN220521237U/en not_active Withdrawn - After Issue
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20240223 Effective date of abandoning: 20240705 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20240223 Effective date of abandoning: 20240705 |