CN218861468U - River and pond side slope protective structure - Google Patents
River and pond side slope protective structure Download PDFInfo
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- CN218861468U CN218861468U CN202320016916.0U CN202320016916U CN218861468U CN 218861468 U CN218861468 U CN 218861468U CN 202320016916 U CN202320016916 U CN 202320016916U CN 218861468 U CN218861468 U CN 218861468U
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- side slope
- protective
- brick
- main part
- pond
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- 230000001681 protective effect Effects 0.000 title claims abstract description 88
- 239000011449 brick Substances 0.000 claims abstract description 62
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 239000011248 coating agent Substances 0.000 claims abstract description 15
- 238000000576 coating method Methods 0.000 claims abstract description 15
- 239000004576 sand Substances 0.000 claims description 17
- 239000010410 layer Substances 0.000 claims description 11
- 239000011241 protective layer Substances 0.000 claims description 11
- 239000004746 geotextile Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 8
- 238000004162 soil erosion Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 16
- 230000000903 blocking effect Effects 0.000 description 8
- 230000008595 infiltration Effects 0.000 description 6
- 238000001764 infiltration Methods 0.000 description 6
- 230000001012 protector Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of a hydraulic construction engineering technique and specifically relates to a pond side slope protective structure is related to, including side slope main part and inoxidizing coating, the inoxidizing coating is established in the side slope main part, the inoxidizing coating is laid by the protective brick, be equipped with lug and recess on the adjacent lateral wall of protective brick, the lug sets up on the last interval distribution's of protective brick lateral wall, the recess sets up adjacently on the lateral wall between the lug. This application has the soil erosion and water loss that reduces the side slope, promotes the effect of side slope protective structure's stability.
Description
Technical Field
The application relates to the technical field of hydraulic construction engineering, in particular to a pond side slope protection structure.
Background
The side slope is an important component of a river-following road, and is also an area which is easy to cause disasters, under the scouring of rainwater and river water, the side slope is easy to cause disasters such as water and soil loss and even landslide, and can affect the normal operation of the road and the river channel, and even threaten the safety of people in serious cases.
In order to prevent the side slope of the riverside road from erosion and washing by water flow, reduce water and soil loss and improve the stability of the side slope, the riverside slope needs to be protected. The protective brick has good slope protection effect, has the characteristics of convenient paving, high construction speed, attractive appearance, economy, reasonability and the like, and is more and more widely applied to the river levee of the hydraulic engineering.
But current protective brick lays the back, can have certain gap each other, when river and rainwater wash to the protective brick on, can erode the gap between the protective brick, through long-time the back of erodeing, can lead to the sand and soil loss of protective brick bottom.
SUMMERY OF THE UTILITY MODEL
In order to reduce the soil erosion and water loss of side slope, promote side slope protective structure's stability, this application provides a pond side slope protective structure.
The application provides a pond side slope protective structure adopts following technical scheme:
the utility model provides a pond side slope protective structure, includes side slope main part and inoxidizing coating, the inoxidizing coating is laid on the side slope main part, the inoxidizing coating is laid by the protective brick, be equipped with lug and recess on the lateral wall that the protective brick is adjacent, the lug sets up on the lateral wall of interval distribution on the protective brick, the recess sets up adjacently on the lateral wall between the lug.
Through adopting above-mentioned technical scheme, lug and recess between the adjacent protective brick are pegged graft mutually, can avoid rivers directly to strike on sandy soil through the gap between the adjacent protective brick as far as possible, take away sandy soil, have effectively blockked the soil erosion and water loss of side slope. The convex blocks on the protective bricks are inserted into the grooves on the adjacent protective bricks, and the adjacent protective bricks are mutually restrained and supported, so that the stability of the slope protective structure is effectively ensured.
In a specific possible embodiment, the protective bricks are provided with diversion trenches, and the diversion trenches on adjacent protective bricks are communicated with each other.
Through adopting above-mentioned technical scheme, the protective brick is laid on the inclined plane of side slope main part, and rivers can flow through the gap between the adjacent protective brick fast under inertial effect, reduce the infiltration of rivers to the gap between the adjacent protective brick and erode, have effectively blockked the soil erosion and water loss of side slope main part.
In a specific embodiment, a sand cushion layer is arranged between the side slope main body and the protective layer.
Through adopting above-mentioned technical scheme, the bearing capacity of side slope can be improved to the sand bed course, plays better supporting role to the protective brick.
In a specific possible embodiment, a protective geotextile is arranged between the sand cushion layer and the protective layer.
Through adopting above-mentioned technical scheme, the protection geotechnological cloth can make rivers pass through, blocks simultaneously rivers and takes away from the sand and soil area, has effectively blocked the soil erosion and water loss of side slope main part.
In a specific implementation scheme, a protection leg is arranged at the bottom of the slope main body, and a first expansion joint is arranged on the protection leg.
Through adopting above-mentioned technical scheme, the banket all has the effect that separates the fender to side slope main part, sand bedding course and inoxidizing coating, has promoted side slope protective structure's steadiness. The first expansion joint can be used for providing an expansion space for the foot protector when the foot protector is expanded due to heat expansion and contraction, and the foot protector is prevented from being cracked due to excessive expansion and compression as much as possible.
In a specific implementation scheme, a blocking edge is arranged at the top of the side slope main body, and a second expansion joint is arranged on the blocking edge.
Through adopting above-mentioned technical scheme, keep off along the earth that is used for blockking bank protection main part top and run off downwards. The second expansion joint can provide space for the expansion of keeping off the edge, blocks to keep off the edge and extrudes the excessive fracture that produces because of the inflation.
In a specific possible implementation mode, the top of the slope body is provided with a drainage ditch, the blocking edge is provided with placing holes at intervals, and a drainage pipe communicated with the drainage ditch is arranged in the placing holes.
Through adopting above-mentioned technical scheme, the escape canal can discharge the rainwater at side slope main part top to the pond through the wash port in, avoids inside the rainwater a large amount of infiltration side slope main parts as far as possible, promotes side slope main part inner structure's stability.
In a specific possible embodiment, the protective layer is provided with drainage grooves and drainage grooves, and the drainage grooves are formed in two sides of the drainage grooves.
Through adopting above-mentioned technical scheme, thereby drainage groove guide rainwater flow direction water drainage tank avoids thereby directly to wash away sand and soil area from the protective brick after the rainwater falls back as far as possible, has avoided the soil erosion and water loss of side slope main part as far as possible.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the convex blocks on the side walls of the protective bricks are inserted into the grooves on the side walls of the adjacent protective bricks, so that gaps between the adjacent protective bricks can be protected, rainwater is prevented from directly scouring sandy soil under the gaps and carrying away the sandy soil, and water and soil loss of the side slope is effectively reduced. The adjacent protective bricks are mutually constrained and supported, so that the stability of the protective layer formed by laying the protective bricks is improved;
2. many guiding gutters on every protective brick are intercommunication in an intercrossing manner to the guiding gutters on the adjacent protective brick are intercommunication each other, consequently can guide the flow direction of rainwater, because the side slope main part is the inclined plane, the rainwater can flow through fast in the guiding gutter under inertial effect again, reduces the rainwater and erodees the infiltration in the gap between the adjacent protective brick, the inside rainwater of infiltration side slope main part as far as possible.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a schematic view showing the structure of the protective brick.
Fig. 3 is a schematic diagram showing the structure of the protective layer.
Description of reference numerals: 1. a side slope main body; 2. a protective layer; 3. a protective brick; 4. a bump; 5. a groove; 6. a diversion trench; 7. a sand cushion layer; 8. protective geotextile; 9. protecting feet; 10. a first expansion joint; 11. blocking edges; 12. a second expansion joint; 13. a drainage ditch; 14. placing holes; 15. a drain pipe; 16. a water discharge tank; 17. and (4) a drainage groove.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses pond side slope protective structure, refer to fig. 1 and fig. 2, pond side slope protective structure includes side slope main part 1, inoxidizing coating 2 has been laid to side slope main part 1 top layer, inoxidizing coating 2 is laid by polylith protective brick 3 and forms, protective brick 3 is the hexagonal brick, all be fixed with three lugs 4 on protective brick 3's the three lateral wall, lug 4 interval is fixed on protective brick 3's lateral wall, all set up fluted 5 on protective brick 3's the other three lateral wall, recess 5 sets up between adjacent lug 4, protective brick 3's up end is equipped with many guiding gutters 6, many guiding gutters 6 intercrossing intercommunication, guiding gutter 6 on the adjacent protective brick 3 communicates each other. When protective brick 3 is laid, lug 4 on the protective brick 3 lateral wall is pegged graft in the recess 5 on adjacent protective brick 3 lateral wall, lug 4 and recess 5 peg graft each other and can block the rainwater and directly impact the gap below between the adjacent protective brick 3, block that the rainwater takes away the sand and soil under the protective brick 3, the soil and water retentivity of side slope has been promoted, through lug 4 and recess 5 restraint support each other between the adjacent protective brick 3, the stability of inoxidizing coating structure has been promoted. When the rainwater erodees protective brick 3, side slope main part 1 is the inclined plane, consequently under inertial effect, the rainwater can flow through guiding gutter 6 with very fast velocity of flow to flow through the gap between the adjacent protective brick 3 fast, the rainwater can reduce the infiltration erode to gap between the adjacent protective brick 3 under very fast velocity of flow, avoids the rainwater to permeate side slope main part 1 in a large number inside, causes the harm to side slope main part 1 as far as possible.
Referring to fig. 1, a sand cushion layer 7 is laid between the slope main body 1 and the protective layer 2, and a protective geotextile 8 is laid between the sand cushion layer 7 and the protective layer 2. After the protective bricks 3 are laid, the sand cushion 7 can improve the bearing capacity of the side slope main body 1, and plays a better bearing and supporting role for the protective bricks 3. The sand cushion 7 can also make the rainwater that infiltrates the gap between the adjacent protective brick 3 discharge faster, can accelerate the consolidation of slope main part 1 topsoil layer, strengthens the intensity of slope topsoil layer. When rainwater flows through the protective geotextile 8, the protective geotextile 8 can block rainwater to take away sandy soil, and the stability of the side slope protective structure is improved.
Referring to fig. 1 and 3, a protection leg 9 is fixed at the bottom of the slope body 1, and a plurality of first expansion joints 10 are arranged at intervals on the protection leg 9. The foot guard 9 all has the effect that the support separates the fender to side slope main part 1, sand bedding course 7 and inoxidizing coating 2, can stop that side slope main part 1, sand bedding course 7 and slope protection layer slide down under the action of gravity, have promoted side slope protective structure's whole steadiness. When the environmental temperature changes, the protection foot 9 can expand with heat and contract with cold, and when the protection foot 9 expands, the first expansion joint 10 can provide an expanded space for the protection foot 9, so that the protection foot 9 is prevented from cracking due to expansion and extrusion. The top of the slope main body 1 is fixed with a blocking edge 11, and a plurality of second expansion joints 12 are arranged on the blocking edge 11 at intervals. The blocking edge 11 can block when soil at the top of the side slope main body 1 flows downwards and protect the top edge of the side slope main body 1. When ambient temperature changes, keep off along 11 and can produce expend with heat and contract with cold, second expansion joint 12 can provide the expansion space for keeping off along 11 when keeping off along 11 inflation, avoids keeping off along 11 as far as possible and extrudeing and produce the fracture because of the inflation.
Referring to fig. 3, a drainage ditch 13 is fixed at the top of the slope body 1, a plurality of placing holes 14 arranged at intervals are arranged on the side wall of the blocking edge 11 in a penetrating manner, a drainage pipe 15 is installed in the placing holes 14, and one end of the drainage pipe 15 is communicated with the drainage ditch 13. During the rainfall, the rainwater can be gathered at side slope main part 1's top, and the rainwater at gathering side slope main part 1 top can be accomodate to escape canal 13, and later the rainwater passes through drain pipe 15 and discharges to the pond, has avoided the inside of a large amount of infiltration side slope main part 1 of rainwater as far as possible, causes the harm to side slope main part 1. The protective layer 2 is paved with drainage grooves 16, the two sides of the drainage grooves 16 are provided with drainage grooves 17, and the drainage grooves 17 are communicated with the drainage grooves 16. When the drain pipe 15 drains, the drain groove 16 guides rainwater to flow to the pond, and the rainwater is blocked to directly wash the protective bricks 3. When the rainwater erodes the protective brick 3, the drainage grooves 17 guide the rainwater to flow to the drainage grooves 16, so that the drainage speed of the rainwater is accelerated.
The implementation principle of the embodiment of the application is as follows: after the slope protection structure is constructed, rainwater on the top of the slope body 1 accumulates in the drainage ditch 13 and then flows into the drainage channel 16 through the drainage pipe 15 on the retaining edge 11. When the protective brick 3 is washed by rainwater, the drainage grooves 17 guide the rainwater to flow to the drainage grooves 16, so that the rainwater is discharged quickly. The lug 4 and the groove 5 on the adjacent protective brick 3 are mutually inserted and constrained, so that the direct impact of rainwater on sandy soil is prevented, the water and soil loss of the side slope is effectively reduced, and the stability of the side slope protective structure is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a pond side slope protective structure, includes side slope main part (1) and inoxidizing coating (2), inoxidizing coating (2) are established on side slope main part (1), inoxidizing coating (2) are laid its characterized in that by protective brick (3): be equipped with lug (4) and recess (5) on the lateral wall of protective brick (3), lug (4) interval sets up on the lateral wall of protective brick (3), recess (5) set up adjacently on the lateral wall between lug (4).
2. The pond side slope protective structure according to claim 1, wherein: be equipped with guiding gutter (6) on protective brick (3), it is adjacent on protective brick (3) guiding gutter (6) communicate each other.
3. The pond side slope protective structure according to claim 1, wherein: a sand cushion layer (7) is arranged between the side slope main body (1) and the protective layer (2).
4. The pond slope protection structure of claim 3, wherein: and a protective geotextile (8) is arranged between the sand cushion layer (7) and the protective layer (2).
5. The pond side slope protective structure according to claim 1, wherein: the side slope is characterized in that a protection leg (9) is arranged at the bottom of the side slope main body (1), and a first expansion joint (10) is arranged on the protection leg (9).
6. The pond side slope protective structure according to claim 1, wherein: the top of side slope main part (1) is equipped with keeps off along (11), keep off and be equipped with second expansion joint (12) on along (11).
7. The pond slope protection structure of claim 6, wherein: the top of side slope main part (1) is equipped with escape canal (13), keep off and be equipped with on edge (11) at the interval and place hole (14), place be equipped with in hole (14) with drain pipe (15) of escape canal (13) intercommunication.
8. The pond side slope protective structure according to claim 1, wherein: be equipped with on inoxidizing coating (2) water drainage tank (16) and drainage groove (17), drainage groove (17) set up the both sides of water drainage tank (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320016916.0U CN218861468U (en) | 2023-01-03 | 2023-01-03 | River and pond side slope protective structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320016916.0U CN218861468U (en) | 2023-01-03 | 2023-01-03 | River and pond side slope protective structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218861468U true CN218861468U (en) | 2023-04-14 |
Family
ID=87376998
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320016916.0U Active CN218861468U (en) | 2023-01-03 | 2023-01-03 | River and pond side slope protective structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218861468U (en) |
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2023
- 2023-01-03 CN CN202320016916.0U patent/CN218861468U/en active Active
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