CN210421004U - Prevent soil erosion and water loss's river course structure - Google Patents
Prevent soil erosion and water loss's river course structure Download PDFInfo
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- CN210421004U CN210421004U CN201921212390.3U CN201921212390U CN210421004U CN 210421004 U CN210421004 U CN 210421004U CN 201921212390 U CN201921212390 U CN 201921212390U CN 210421004 U CN210421004 U CN 210421004U
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- water
- embankment
- drainage
- drainage pipe
- soil
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 97
- 238000004162 soil erosion Methods 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 22
- 239000004576 sand Substances 0.000 claims description 8
- 230000008635 plant growth Effects 0.000 claims description 5
- 238000009991 scouring Methods 0.000 claims description 3
- 230000002708 enhancing effect Effects 0.000 claims description 2
- 239000011449 brick Substances 0.000 description 13
- 230000000694 effects Effects 0.000 description 6
- 241000196324 Embryophyta Species 0.000 description 5
- OPFTUNCRGUEPRZ-UHFFFAOYSA-N (+)-beta-Elemen Natural products CC(=C)C1CCC(C)(C=C)C(C(C)=C)C1 OPFTUNCRGUEPRZ-UHFFFAOYSA-N 0.000 description 3
- OPFTUNCRGUEPRZ-QLFBSQMISA-N (-)-beta-elemene Chemical compound CC(=C)[C@@H]1CC[C@@](C)(C=C)[C@H](C(C)=C)C1 OPFTUNCRGUEPRZ-QLFBSQMISA-N 0.000 description 3
- 244000052363 Cynodon dactylon Species 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
The utility model discloses a prevent soil erosion and water loss's river course structure relates to afforestation technical field, aims at solving continuous rainfall, and the rainwater can leak to the soil horizon, and serious meeting causes the embankment large tracts of land to collapse. The key points of the technical scheme are as follows: the river channel structure comprises an embankment, wherein the embankment is provided with a water drainage structure for quickly draining water, the water drainage structure comprises a drainage plate and a holding tank, the drainage plate can drain water, the holding tank can collect the water, a water drainage pipe capable of relieving the internal pressure of the embankment is arranged inside the embankment, the water drainage pipe can enable the water flow on the surface of the embankment to enter the water drainage pipe through a water outlet, the impact force of the water flow on the slope surface of the embankment is reduced, the leakage of rainwater is greatly reduced, the large-area collapse of the embankment is avoided, and the purpose of preventing water and soil loss is achieved.
Description
Technical Field
The utility model relates to a river course structure, more specifically say, it relates to a prevent soil erosion and water loss's river course structure.
Background
The existing hydraulic engineering slope protection treatment mostly adopts hard materials such as masonry and concrete to protect the slope, only the safety and the stability of the slope protection are considered in the treatment process, but the influence on the river environment and the water and soil loss is ignored. In order to prevent the influence of water and soil loss, most of the prior plant revetments are adopted, and although the severity of water and soil loss is reduced by adopting the plant revetments, effective protection is not made in the revetments, so that large-area collapse is easily caused in rainy seasons.
To solve the above problems, chinese patent publication No. CN206887883U discloses a river course side slope water and soil loss prevention slope protection structure, the slope protection structure is disposed between a water body and a bank, the slope protection structure includes a planting soil layer connected with the bank, a rubble layer is laid on the other side of the planting soil layer, a slope protection brick is laid on the other side of the rubble layer, and the river course side slope water and soil loss prevention slope protection structure is characterized in that: the slope protection brick comprises the brick body and brick nail, the brick body is the hexagon brick body, and the middle part of the hexagon brick body is equipped with the round hole, and six side departments of the hexagon brick body are equipped with the semicircle orifice, and the hole week of semicircle orifice is equipped with the recess, the brick nail includes the boss, and the one end of boss is equipped with the minor axis, and the other end of minor axis is equipped with the cone.
Above-mentioned scheme passes through the cooperation of the brick body with the brick nail, therefore protects the bank, prevents soil erosion and water loss, and the cooperation of the brick body and brick nail has only strengthened the surface texture of bank, does not have real inside drainage problem of solving, in case meet continuous rainfall, in the rainwater can leak the soil horizon, can cause the bank large tracts of land to collapse if serious.
Therefore, a new solution is needed to solve this problem.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a prevent river course structure of soil erosion and water loss discharges rivers away through the inside drain pipe of embankment, realizes preventing soil erosion and water loss.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a river course structure that prevents soil erosion and water loss, includes the embankment, the embankment is provided with the sluicing structure of sluicing fast sluicing, the sluicing structure includes the drainage board that can play the drainage effect to rivers and the holding tank that can assemble rivers, the inside outlet pipe that can slow down embankment internal pressure that is provided with of embankment, the domatic top-down of embankment has set gradually can prevent that rainstorm from washing and can adapt to vegetation concrete layer and the sand cushion of shallow layer drainage of vegetation that plant growth again and is used for strengthening domatic intensity and the rubble bed course of durability, be provided with on the vegetation concrete layer and carry out the planting district that shunts rivers, the planting district is higher than the domatic of embankment, vegetation concrete layer is provided with first outlet and second outlet respectively.
Through adopting above-mentioned technical scheme, when meetting continuous rainfall, the sluicing structure can effectually excrete rivers, gets into the sluicing structure in a large number when rivers, and the holding tank can play the effect of holding to the rivers, prevents that rivers from flooding and irritating out. Vegetation concrete layer can not only effectively prevent the erodeing of torrential rain, also can adapt to the growth of plant, when rivers permeate the sand cushion layer, the sand cushion layer can not only play the drainage function of shallow layer, can also play the domatic effect of flat compound bank, when rivers flow through the bank domatic, planting district can shunt rivers, thereby reduce rivers to domatic impact force, the outlet pipe can also play the drainage to the inside rivers of bank simultaneously, prevent that the bank large tracts of land from collapsing.
The utility model discloses further set up to: the surface of the drainage plate is provided with an arc-shaped groove which is sunken inwards.
Through adopting above-mentioned technical scheme, the drainage plate surface sets to the arc form, and when rivers flowed through the drainage plate, rivers can be preferred to enter into the sluicing structure from the drainage plate, reduce the domatic rivers of flowing to the embankment, and then the protection river course.
The utility model discloses further set up to: holding tank below is provided with the first drain pipe that can discharge rivers away.
Through adopting above-mentioned technical scheme, when rivers flow into the holding tank, first drain pipe can drain away the ponding in the holding tank, reduces the probability that rivers fill the holding tank.
The utility model discloses further set up to: the planting area is arranged to be in a water drop shape.
Through adopting above-mentioned technical scheme, because planting the district and being the drop form, when rivers were planted the district, the tip department in planting the district just can divide into two streams trickle to rivers, and the plant can also be planted in planting the district simultaneously, strengthens the protection of soil erosion and water loss.
The utility model discloses further set up to: the first water outlet and the second water outlet are communicated with the water drain pipe through the first water drain pipe.
Through adopting above-mentioned technical scheme, when rivers through first outlet and second outlet, the drain pipe can be fast with rivers water conservancy diversion in the drain pipe, reduces the impact force that rivers led to the fact the bank domatic.
The utility model discloses further set up to: first drain pipe and second drain pipe switch on each other, first drain pipe is L shape.
Through adopting above-mentioned technical scheme, first drain pipe and second drain pipe switch on each other, have saved the work load of digging the outlet pipe deeply, have promoted work efficiency.
The utility model discloses further set up to: the drain pipe is inclined.
Through adopting above-mentioned technical scheme, the outlet pipe is the slope form, can effectively prevent silt jam outlet pipe to influence the drainage of outlet pipe.
To sum up, the utility model discloses following beneficial effect has:
one of them, get into the structure that sluices in a large number as rivers, the holding tank can play the holding effect to the rivers, prevents that rivers from flooding to irritate out.
Secondly, when rivers flow through the bank domatic, the planting district can shunt rivers to reduce rivers to domatic impact force, the outlet pipe can also play the drainage to the inside rivers of bank simultaneously, prevents that the bank large tracts of land from collapsing.
And thirdly, the surface of the drainage plate is arranged into an arc shape, when water flows through the drainage plate, the water flow can preferentially enter the drainage structure from the drainage plate, the water flow flowing to the slope surface of the embankment is reduced, and then the river channel is protected.
Fourthly, because the planting area is in a water drop shape, when water flows through the planting area, the tip of the planting area can divide the water flow into two thin flows.
Drawings
Fig. 1 is a schematic structural view of a river structure for preventing water and soil loss according to the present invention, showing the connection relationship between drainage pipes and water drain pipes inside the river;
fig. 2 is a schematic structural view of the bank surface of the present invention, showing a schematic distribution view of the planting area.
In the figure: 1. a bank; 2. a vegetation concrete layer; 3. a planting area; 4. a first drain port; 5. a first drain pipe; 6. a second water discharge port; 7. a drain pipe; 8. a sand cushion layer; 9. a gravel cushion layer; 10. a second drain pipe; 11. a drainage plate; 12. and (6) accommodating the tank.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples.
A river channel structure for preventing water and soil loss comprises a bank 1, wherein the bank 1 is provided with a water drainage structure for quickly draining water, the water drainage structure comprises a drainage plate 11 capable of draining water and a holding tank 12 capable of gathering the water, the surface of the drainage plate 11 is provided with an arc-shaped groove which is concave inwards, when the water flows through the drainage plate 11, the water can preferentially enter the water drainage structure from the drainage plate 11, a water drainage pipe 7 capable of reducing the internal pressure of the bank 1 is arranged inside the bank 1, the water drainage pipe 7 is inclined, the water drainage pipe 7 can be effectively prevented from being blocked by silt, so that the drainage of the water drainage pipe 7 is influenced, a vegetation concrete layer 2 which can prevent rainstorm scouring and can adapt to plant growth, a sand cushion layer 8 for shallow drainage and a gravel cushion layer 9 for enhancing the slope strength and durability are sequentially arranged from top to bottom on the slope of the bank 1, the bermuda grass is planted on the vegetation concrete layer 2, the root spreading force of the bermuda grass is strong, so the bermuda grass can be widely paved on the ground, the capability of preventing water and soil loss of the vegetation concrete layer 2 is enhanced, the vegetation concrete layer 2 is provided with a planting area 3 capable of shunting water flow, the planting area 3 is higher than the slope surface of the embankment 1, the planting area 3 is in a water drop shape, the planting area 3 is planted with the small-leaf elemene, the small-leaf elemene not only has good deep root property and high growth speed, but also has moisture resistance, so the small-leaf elemene can well grow, when the water flow passes through the planting area 3, the planting area 3 can divide the water flow into two fine flows at the tip part, meanwhile, the plants planted in the planting area 3 can not only enhance the protection of water and soil loss, but also can play a greening effect, the planting area 3 is higher than the slope surface of the embankment 1, when the water flow passes through the slope surface of the embankment 1, vegetation concrete layer 2 is provided with first outlet 4 and second outlet 6 respectively, and the setting up of first outlet 4 and second outlet 6 can accelerate to lead away the domatic rivers of embankment 1, and first drain pipe 5 switches on each other with second drain pipe 10, has saved the work load of digging deep water outlet 7, has promoted work efficiency.
When meetting continuous rainfall, the sluicing structure can effectually excrete rivers, and the arc form is set to on the 11 surfaces of drainage plate, and when rivers flowed through drainage plate 11, rivers can be preferred to enter into the sluicing structure from drainage plate 11, reduces and flows to the 1 domatic rivers of embankment, enters into the sluicing structure in rivers in a large number, and holding tank 12 can play the holding effect to rivers, prevents that rivers from flooding and irritating out. The vegetation concrete layer 2 can not only effectively prevent the scouring of rainstorm, but also adapt to the growth of plants, when water flows penetrate into the sand cushion layer 8, the sand cushion layer 8 not only can play a role in draining a shallow layer, but also can play a role in leveling the slope of the bank 1, when the water flows through the slope of the bank 1, the planting area 3 is higher than the slope of the bank 1, the plants in the planting area 3 can be protected from being scoured away, because the planting area 3 is in a water drop shape, when the water flows through the planting area 3, the tip of the planting area 3 can divide the water flow into two thin flows, thereby reducing the impact force of the water flow on the slope, when the water flow passes through the first water outlet 4 and the second water outlet 6, the water flow can be quickly guided into the water drain pipe 7 by the water drain pipe 7, the impact force of the water flow on the slope of the bank 1 can be reduced, the water flow in the bank 1 can be drained by the water drain pipe, inside rainwater can a large amount of seepage soil, cause the soil in situ ponding to increase, in the rivers that set up of outlet pipe 7 enabled 1 surface of embankment entered into outlet pipe 7 through the outlet, the seepage yield of very big reduction rainwater avoided 1 large tracts of land of embankment to the realization prevents soil erosion and water loss.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (7)
1. A river course structure for preventing water and soil loss comprises an embankment (1) and is characterized in that, the embankment (1) is provided with a water drainage structure for quickly draining water, the water drainage structure comprises a drainage plate (11) capable of draining water flow and an accommodating groove (12) capable of converging the water flow, a water drain pipe (7) capable of reducing the internal pressure of the embankment (1) is arranged in the embankment (1), a vegetation concrete layer (2) which can prevent rainstorm scouring and can adapt to plant growth, a sand cushion layer (8) for shallow drainage and a macadam cushion layer (9) for enhancing the strength and durability of the slope surface are sequentially arranged on the slope surface of the embankment (1) from top to bottom, a planting area (3) which can divide water flow is arranged on the vegetation concrete layer (2), the planting area (3) is higher than the slope surface of the embankment (1), and the vegetation concrete layer (2) is provided with a first water discharge port (4) and a second water discharge port (6) respectively.
2. The riverway structure for preventing water and soil loss according to claim 1, wherein the surface of the drainage plate (11) is provided with an arc-shaped groove which is concave inwards.
3. The riverway structure for preventing soil erosion and water loss according to claim 1, wherein a first drainage pipe (5) capable of draining water is arranged below the holding tank (12).
4. The riverway structure for preventing water and soil loss according to claim 1, wherein the planting area (3) is arranged in a water drop shape.
5. The riverway structure for preventing water and soil loss according to claim 1, wherein the first drainage port (4) and the second drainage port (6) are communicated with the drainage pipe (7) through the first drainage pipe (5).
6. The riverway structure for preventing water and soil loss according to claim 5, wherein the first drainage pipe (5) is communicated with the second drainage pipe (10), and the first drainage pipe (5) is L-shaped.
7. The riverway structure for preventing water and soil loss according to claim 1, wherein the drainage pipe (7) is inclined.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921212390.3U CN210421004U (en) | 2019-07-30 | 2019-07-30 | Prevent soil erosion and water loss's river course structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921212390.3U CN210421004U (en) | 2019-07-30 | 2019-07-30 | Prevent soil erosion and water loss's river course structure |
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| Publication Number | Publication Date |
|---|---|
| CN210421004U true CN210421004U (en) | 2020-04-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921212390.3U Expired - Fee Related CN210421004U (en) | 2019-07-30 | 2019-07-30 | Prevent soil erosion and water loss's river course structure |
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| CN (1) | CN210421004U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608137A (en) * | 2020-04-30 | 2020-09-01 | 吕定根 | Waterproof construction method for hydraulic engineering |
-
2019
- 2019-07-30 CN CN201921212390.3U patent/CN210421004U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111608137A (en) * | 2020-04-30 | 2020-09-01 | 吕定根 | Waterproof construction method for hydraulic engineering |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200428 |
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| CF01 | Termination of patent right due to non-payment of annual fee |