CN212506664U - Water storage formula escape canal - Google Patents
Water storage formula escape canal Download PDFInfo
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- CN212506664U CN212506664U CN202020672776.9U CN202020672776U CN212506664U CN 212506664 U CN212506664 U CN 212506664U CN 202020672776 U CN202020672776 U CN 202020672776U CN 212506664 U CN212506664 U CN 212506664U
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- water
- water storage
- drainage tank
- groove
- planting
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model belongs to the technical field of the escape canal is built, concretely relates to water storage formula escape canal, plant the groove including water drainage tank and several, water drainage tank is adjacent with planting the groove, is equipped with in the water drainage tank and can dismantles the apron that permeates water, and apron, water drainage tank bottom and water drainage tank inside wall that permeates water form the water storage chamber, and the water storage chamber is through pipeline intercommunication planting groove below, plants the intussuseption of inslot and fills soil, and the vegetation vegetable layer is laid to the soil upper surface. The utility model discloses can guarantee that slope greening plant water is sufficient.
Description
Technical Field
The utility model belongs to the technical field of the escape canal is built, concretely relates to water storage formula escape canal.
Background
Engineering construction can form the exposed rocky side slope of large tracts of land, the planting groove that needs to be built on side slope toe, the climbing plants that will cultivate in advance are laid in planting the groove, guarantee ecological environment's balance, and carry out the regreening to precipitous side slope, can alleviate water and soil loss and the dangerous influence of geology, improve the view effect, but the sufficient growth water can not be reserved to the side slope afforestation plant, so that plant growth difficulty in the planting groove, and receive rocky side slope not to deposit water, nature arid environment and living space position influence, the afforestation plant is changeed and dies, consequently prior art needs further improvement.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a can guarantee sufficient water storage formula escape canal of side slope afforestation plant water.
In order to solve the technical problem, the utility model discloses a technical scheme as follows:
the utility model provides a water storage formula escape canal, plants the groove including water drainage tank and several, and water drainage tank is adjacent with planting the groove, is equipped with in the water drainage tank to dismantle the apron that permeates water, and the apron that permeates water, water drainage tank bottom surface and water drainage tank inside wall form the water storage chamber, and the water storage chamber is through pipeline intercommunication planting groove below, and the inslot is filled soil to planting, and the vegetation vegetable layer is laid to the soil upper surface.
Furthermore, two side walls in the drainage groove are respectively provided with a supporting edge, and two sides of the water permeable cover plate are placed on the two supporting edges to form a structure that the water permeable cover plate can be detached from the drainage groove.
Furthermore, the drainage channel is formed by pouring concrete.
Furthermore, plant the groove be two both sides that are located water drainage tank length direction respectively, the length direction in coplanar parallel of water drainage tank and planting groove.
Furthermore, the water-permeable cover plate is arranged at one third of the height of the drainage channel, the surface of the water-permeable cover plate is parallel to the bottom surface of the drainage channel, the water-permeable cover plate is formed by pouring concrete, and the porosity of the poured concrete is 20% -30%.
Furthermore, one end opening of the pipeline extending into the planting groove is wrapped with geotextile.
The utility model discloses planting the other water drainage tank that sets up of groove, water resources such as building water, rainwater can be collected to the water drainage tank to use the apron drainage water that permeates water, the soil of planting in the groove can absorb the water after water storage chamber filters in soil through the pipe, guarantees the required water of growth of plant, simultaneously, the apron that permeates water can prevent that the water of water storage intracavity can not the rapid evaporation, guarantees under the arid environment, the growth water of plant.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a positional relationship diagram of the drain tank and the water-permeable cover plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1-2, water storage type drainage ditch, including water drainage tank 1 and two planting grooves 2, water drainage tank 1 is adjacent with planting groove 2, two planting grooves 2 are located water drainage tank 1 length direction's both sides respectively, water drainage tank 1 and the length direction who plants groove 2 are parallel in the coplanar, water drainage tank 1 is formed by concrete placement, be equipped with in water drainage tank 1 and dismantle the apron 3 that permeates water, permeate water apron 3, water drainage tank 1 bottom surface and 1 inboard wall of water drainage tank form reservoir chamber 4, reservoir chamber 4 passes through pipeline 5 intercommunication planting groove 2 below, pipeline 5 stretches into parcel geotechnological cloth 6 on the one end opening of planting in the groove 2, pack soil 7 in the planting groove 2, vegetation vegetable layer 8 is laid to soil 7 upper surface. The two side walls in the drainage channel 1 are respectively provided with a supporting edge 9, the two sides of the water-permeable cover plate 3 are placed on the two supporting edges 9 to form a structure that the water-permeable cover plate 3 can be detached from the drainage channel 1, the water-permeable cover plate 3 is arranged at one third of the height of the drainage channel 1, the surface of the water-permeable cover plate 3 is parallel to the bottom surface of the drainage channel 1, the water-permeable cover plate 3 is formed by pouring concrete, the strength grade of the poured concrete is C20, the freeze-thaw test is carried out for more than 80 times, and the water permeability coefficient is more than 0.1 cm/s; the porosity is 20% -30%.
During the use, plant the position that groove 2 is located between side slope and the water drainage tank 1, flowing water on the massif can directly get into and plant in the groove 2, when building water such as rainwater gets into water drainage tank 1 in, through permeating water apron 3 slow filtration, get into water storage chamber 4, rethread pipeline 5 is absorbed by soil 7 of planting in the groove 2, is then absorbed by the plant as the vegetation water, and unnecessary water can also be stored in water storage chamber 4, prevents the rapid evaporation.
When the drainage channel 1 needs to be cleaned, the water permeable cover plate 3 is only opened, and cleaning can be carried out.
Claims (6)
1. The utility model provides a water storage formula escape canal, its characterized in that plants the groove including water drainage tank and several, and water drainage tank is adjacent with planting the groove, is equipped with in the water drainage tank to dismantle the apron that permeates water, and the apron that permeates water, water drainage tank bottom surface and water drainage tank inside wall form the water storage chamber, and the water storage chamber passes through the pipeline intercommunication and plants the groove below, plants the inslot and packs soil, and the vegetation layer is laid to the soil upper surface.
2. A water storage drain ditch according to claim 1 wherein the drain channel has support ribs on each side wall and the water permeable cover is removably attached to the support ribs on each side wall to form a structure in which the water permeable cover is removable from the drain channel.
3. A water storage drain according to claim 1, wherein the drainage channel is cast of concrete.
4. A water storage drainage ditch according to claim 1, wherein the planting grooves are located on both sides of the length direction of the drainage groove, and the length directions of the drainage groove and the planting grooves are parallel in the same plane.
5. A water storage drain ditch according to claim 1, wherein the water permeable cover plate is disposed at one third of the height of the drain channel, the surface of the water permeable cover plate is parallel to the bottom surface of the drain channel, the water permeable cover plate is cast by concrete, and the porosity of the cast concrete is 20% to 30%.
6. A water storage drain according to claim 1, wherein the end of the pipe extending into the planting groove is covered with geotextile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020672776.9U CN212506664U (en) | 2020-04-28 | 2020-04-28 | Water storage formula escape canal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020672776.9U CN212506664U (en) | 2020-04-28 | 2020-04-28 | Water storage formula escape canal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212506664U true CN212506664U (en) | 2021-02-09 |
Family
ID=74434786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020672776.9U Active CN212506664U (en) | 2020-04-28 | 2020-04-28 | Water storage formula escape canal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212506664U (en) |
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2020
- 2020-04-28 CN CN202020672776.9U patent/CN212506664U/en active Active
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