CN211816857U - Energy-saving garden landscape pool - Google Patents
Energy-saving garden landscape pool Download PDFInfo
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- CN211816857U CN211816857U CN202020159609.4U CN202020159609U CN211816857U CN 211816857 U CN211816857 U CN 211816857U CN 202020159609 U CN202020159609 U CN 202020159609U CN 211816857 U CN211816857 U CN 211816857U
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Abstract
The utility model relates to an energy-conserving landscape pond relates to the technical field in view pond, including the foundation soil layer, dig in the foundation soil layer and be equipped with the foundation ditch, lay in proper order by lower to upper in the foundation ditch and be fixed with first concrete layer, waterproof layer, first mortar layer and second concrete layer, pond lateral wall intercommunication has infiltration passageway, infiltration passageway includes infiltration pipe and infiltration cotton thread, infiltration pipe one end and the inside intercommunication of foundation ditch, the other end stretches into in the foundation soil layer that is located the foundation ditch lateral wall, the infiltration cotton thread is fixed in the infiltration pipe and one end stretches into in the foundation soil layer of foundation ditch lateral wall. The water in the pond can permeate into the soil for planting the vegetation around the pond, and the water is supplied to the vegetation around the pond, so that the irrigation water is saved, and the water resource is saved.
Description
Technical Field
The utility model belongs to the technical field of the technique in view pond and specifically relates to an energy-conserving landscape pond.
Background
The water scenery is an indispensable content in the traditional Chinese gardens, water is one of important elements forming the garden landscape, the garden with water is more vivid and agile, in the garden landscape, the garden water body has wide application and sometimes even plays a role in drawing dragon eyes, and if the water scenery is reasonably designed in the garden landscape design, the water scenery can play a beneficial role for plants around the water pool.
The prior art refers to the chinese utility model patent of grant publication No. CN209082668U, and this utility model provides a view pond, including body, water proof membrane, bottom plate and buffer, the body is the tube-shape, and bottom plate and the inside phase-match of body and bottom plate are located this internal lower tip department, and the water proof membrane border links firmly in body upper end department, and the water proof membrane pastes and leans on body inboard and bottom plate and forms recessed water cavity in water proof membrane department, and the bolster is located between water proof membrane and the bottom plate. The landscape pool has high stability.
The above prior art solutions have the following drawbacks: this view pond does not have infiltration passageway, and the difficult soil that permeates the vegetation of planting around for the view pond of water in the view pond needs artifical extra water to irrigate vegetation around, if meet arid season, the water resource is originally rare, still needs more water to go irrigates the vegetation, makes the water resource lack more.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing an energy-conserving landscape pond, hydroenergy in its pond enough permeates the soil of planting the vegetation around the pond, gives vegetation moisture around the pond, has practiced thrift the irrigation water to the water resource has been practiced thrift.
The above object of the present invention can be achieved by the following technical solutions:
the utility model provides an energy-conserving landscape pond, includes the foundation soil layer, it is equipped with the foundation ditch to dig in the foundation soil layer, by down up laying in proper order in the foundation ditch is fixed with first concrete layer, waterproof layer, first mortar layer and second concrete layer, pond lateral wall intercommunication has infiltration passageway, infiltration passageway includes the infiltration pipe and permeates the cotton thread, infiltration pipe one end and the inside intercommunication of foundation ditch, the other end stretches into in the foundation soil layer that is located the foundation ditch lateral wall, permeate the cotton thread and be fixed in the infiltration pipe and one end stretches into in the foundation soil layer of foundation ditch lateral wall.
Through adopting above-mentioned technical scheme, carry out the retaining in the foundation ditch, in the water in the foundation ditch entered into the infiltration pipe, will seep the intraductal infiltration cotton thread of infiltration and soak, then the water in the foundation ditch permeates the basic soil layer in through the infiltration cotton thread, can moisten soil, gives the vegetation moisture of planting on basic soil layer, reduces irrigation water, has practiced thrift the water resource.
The present invention may be further configured in a preferred embodiment as: and a filter screen is fixed in the infiltration pipe.
Through adopting above-mentioned technical scheme, can block silt, reduce silt and enter into the infiltration pipe in the possibility, avoid silt to block up the infiltration pipe.
The present invention may be further configured in a preferred embodiment as: the waterproof layer has three layers.
By adopting the technical scheme, the anti-seepage effect is better.
The present invention may be further configured in a preferred embodiment as: and a soil layer is laid on the second concrete layer.
Through adopting above-mentioned technical scheme, vegetation such as pasture and water can be planted on the soil horizon, and the vegetation can play the purification effect to the water in the foundation ditch.
The present invention may be further configured in a preferred embodiment as: the outside of foundation ditch is fixed with retaining wall, just the top of retaining wall exceeds the top of foundation ditch, the retaining wall is fixed in the basic soil horizon.
Through adopting above-mentioned technical scheme, the retaining wall can adopt the building stones to make, and the retaining wall is fixed around the lateral wall of foundation ditch, can strengthen the intensity of foundation ditch lateral wall.
The present invention may be further configured in a preferred embodiment as: and a stabilizing layer is fixed at the bottom end of the retaining wall.
Through adopting above-mentioned technical scheme, firm layer can be for the concrete, can strengthen the intensity of retaining wall bottom to increase the steadiness of retaining wall.
The present invention may be further configured in a preferred embodiment as: a sidewalk is laid and fixed at the top end of the retaining wall, and the sidewalk is sequentially provided with a rammed layer, a third concrete layer, a second mortar layer and a stone slab layer from bottom to top.
By adopting the technical scheme, the walking or the appreciation of pedestrians beside the foundation pit can be facilitated.
The present invention may be further configured in a preferred embodiment as: and a drainage ditch is arranged on one side of the sidewalk far away from the foundation pit.
By adopting the technical scheme, water on the sidewalk can flow into the drainage ditch and is drained away through the drainage ditch, and accumulated water on the sidewalk is reduced.
The present invention may be further configured in a preferred embodiment as: and a reinforcing layer is paved and fixed on the side wall of the drainage ditch far away from the side wall of the sidewalk.
Through adopting above-mentioned technical scheme, the back up coat can be the slabstone, can reduce the possibility in the basal soil landing escape canal of escape canal lateral wall top.
The present invention may be further configured in a preferred embodiment as: the soil horizon of foundation ditch lateral wall is gone up to pile up there is the gravel pile, and the gravel pile is close to the foundation ditch top, stretch into in the gravel pile of the one end of infiltration pipeline.
Through adopting above-mentioned technical scheme, the rubble heap can filter silt, reduces the silt that enters into in the infiltration pipeline, avoids blockking up the infiltration pipeline.
To sum up, the utility model discloses a following at least one useful technological effect:
1. the water in the foundation pit enters the water seepage pipe, the seepage cotton threads in the water seepage pipe are soaked, then the water in the foundation pit slowly permeates into the basic soil layer through the seepage cotton threads, the effect of continuous infiltration can be achieved on the basic soil of the basic soil layer, vegetation water planted on the basic soil layer is provided, irrigation water is reduced, and water resources are saved;
2. the accumulated water on the sidewalk can be discharged through the drainage ditch, so that the accumulated water on the sidewalk is reduced;
3. retaining wall can increase the intensity of foundation ditch lateral wall.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is an enlarged view of portion B of FIG. 1;
fig. 4 is an enlarged view of a portion C in fig. 1.
Reference numerals: 1. a base soil layer; 2. a foundation pit; 21. a first concrete layer; 22. a waterproof layer; 23. a first mortar layer; 24. a second concrete layer; 25. a soil layer; 26. a gravel pile; 3. a permeate channel; 31. a permeate tube; 32. permeating cotton threads; 4. a retaining wall; 41. a stabilizing layer; 5. a sidewalk; 51. tamping the layer; 52. a third concrete layer; 53. a second mortar layer; 54. a slate layer; 6. a drainage ditch; 61. and a reinforcing layer.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b): referring to fig. 1 and 2, for utility model discloses an energy-conserving landscape pond, including foundation layer 1, dig in foundation layer 1 and be equipped with foundation ditch 2, lay in proper order by lower to upper in foundation ditch 2 and be fixed with first concrete layer 21, waterproof layer 22, first mortar layer 23 and second concrete layer 24 and soil horizon 25, foundation ditch 2 lateral wall intercommunication has infiltration passageway 3.
Referring to fig. 1 and 2, the waterproof layer 22 may be a polyurethane waterproof paint, the waterproof layer 22 may be fixed on the first concrete layer 21 by mortar, and the waterproof layer 22 may be painted three times to enhance the waterproof effect of the side wall of the foundation pit 2. The soil layer 25 backfilled on the second concrete layer 24 can be used for planting vegetation such as aquatic weeds and the like, and can play a role in purifying water in the foundation pit 2.
Referring to fig. 1 and 3, a retaining wall 4 is fixed to a sidewall of a foundation pit 2, and the retaining wall 4 is fixed in a foundation soil 1. Retaining wall 4 can adopt the building stones to make, and retaining wall 4's cross-section is trapezoidal, and retaining wall 4 encircles the lateral wall of foundation ditch 2 and fixes, can strengthen the intensity of 2 lateral walls of foundation ditch. The bottom mounting of retaining wall 4 has firm layer 41, and firm layer 41 is fixed in under the foundation layer 1 of foundation ditch 2 bottom, and firm layer 41 can be the concrete, can strengthen the intensity in retaining wall 4 bottom, increases the steadiness of retaining wall 4. The waterproof layer 22 extends from the bottom of the foundation pit 2 to the top end of the retaining wall 4 and covers the top end of the retaining wall 4, and the waterproof layer 22 is fixed to the top end of the retaining wall 4.
Referring to fig. 1 and 3, the top of the side walls of the pit 2 are packed with a gravel pile 26, and the gravel pile 26 may be embedded in the soil layer 25. The permeation channel 3 comprises a permeation tube 31 horizontally penetrating the retaining wall 4 and a permeation cotton thread 32 fixed in the permeation tube 31, and the permeation channel 3 is close to the top end of the retaining wall 4. One end of the permeate tube 31 is located in the gravel pile 26 and the other end is located in the foundation layer 1 on the side of the retaining wall 4 facing away from the foundation pit 2. The gravel pile 26 can block the silt in the foundation pit 2 and reduce the silt from entering the permeation tube 31. One end of the permeating cotton thread 32 is fixed in the permeating pipe 31, and the other end penetrates out of the permeating pipe 31 and extends into the foundation soil layer 1 on one side of the retaining wall 4 departing from the foundation pit 2. The water in the foundation ditch 2 will permeate the cotton thread 32 and soak, permeate slowly through permeating the cotton thread 32 and deviate from foundation soil layer 1 of foundation ditch 2 one side to retaining wall 4 in, can wet foundation soil layer 1. The infiltration pipe 31 internal fixation has the filter screen (not shown in the figure), and the filter screen is close to the one end that infiltration pipe 31 kept away from foundation ditch 2, and the filter screen can block silt, reduces retaining wall 4 and deviates from the foundation soil of foundation ditch 2 one side and enters into infiltration pipe 31 in, avoids silt to stop up infiltration pipe 31.
Referring to fig. 1 and 3, a sidewalk 5 is laid and fixed on the top end of the retaining wall 4, and the sidewalk 5 comprises a rammed layer 51, a third concrete layer 52, a second mortar layer 53 and a slate layer 54 which are laid and fixed in sequence from bottom to top. The top end of the retaining wall 4 is filled with soil and tamped to form a tamped layer 51, then concrete is poured on the tamped layer 51 to form a third concrete layer 52, then the third concrete layer 52 is leveled by mortar to form a second mortar layer 53, and then a stone slab layer 54 is laid and fixed on the second mortar layer 53. The pedestrian can walk beside the foundation pit 2 conveniently.
Referring to fig. 1 and 4, a drainage ditch 6 is dug at one end of the sidewalk 5, which is far away from the foundation pit 2, so that water on the sidewalk 5 can flow into the drainage ditch 6 and be drained away through the drainage ditch 6, and accumulated water on the sidewalk 5 is reduced. Vegetation can be planted on the side walls of the gutters 6. A reinforcing layer 61 is fixed on a side wall of the drainage ditch 6 far away from the sidewalk 5, and the reinforcing layer 61 can be a stone plate, so that the possibility that foundation soil above the side wall of the drainage ditch 6 slides into the drainage ditch 6 can be reduced. Vegetation can be planted in the base soil layer 1 at one side of the drainage ditch 6 far away from the sidewalk 5.
The energy-saving garden landscape pool has the following structure:
carry out the retaining in foundation ditch 2, when the water level in foundation ditch 2 exceeds gravel pile 26, water in foundation ditch 2 enters into the infiltration pipe 31 in, soaks the infiltration cotton thread 32 in the infiltration pipe 31, then water in foundation ditch 2 permeates retaining wall 4 through infiltration cotton thread 32 and deviates from foundation ditch 2 one side in the foundation soil layer 1, can moist soil, gives the vegetation moisture of planting in foundation soil layer 1, reduces irrigation water, has practiced thrift the water resource.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (10)
1. The utility model provides an energy-conserving landscape pond, includes basic soil layer (1), dig in basic soil layer (1) and be equipped with foundation ditch (2), its characterized in that: it is fixed with first concrete layer (21), waterproof layer (22), first mortar layer (23) and second concrete layer (24) to lay in proper order by down in foundation ditch (2), foundation ditch (2) lateral wall intercommunication has infiltration passageway (3), infiltration passageway (3) are including infiltration pipe (31) and infiltration cotton thread (32), infiltration pipe (31) one end and foundation ditch (2) inside intercommunication, the other end stretch into in foundation ditch (1) that are located foundation ditch (2) lateral wall, infiltration cotton thread (32) are fixed in infiltration pipe (31) and one end stretch into in foundation ditch (2) lateral wall's foundation ditch (1).
2. The energy-saving landscape pool of claim 1, wherein: a filter screen (311) is fixed in the permeation tube (31).
3. The energy-saving landscape pool of claim 1, wherein: the waterproof layer (22) has three layers.
4. The energy-saving landscape pool of claim 1, wherein: and a soil layer (25) is paved on the second concrete layer (24).
5. The energy-saving landscape pool of claim 1, wherein: the outer side of foundation ditch (2) is fixed with retaining wall (4), just the top of retaining wall (4) exceeds the top of foundation ditch (2), retaining wall (4) are fixed in basic soil layer (1).
6. The energy-conserving landscape pool of claim 5, wherein: and a stabilizing layer (41) is fixed at the bottom end of the retaining wall (4).
7. The energy-conserving landscape pool of claim 5, wherein: a sidewalk (5) is laid and fixed on the top end of the retaining wall (4), and a rammed layer (51), a third concrete layer (52), a second mortar layer (53) and a stone slab layer (54) which are laid and fixed are sequentially arranged on the sidewalk (5) from bottom to top.
8. The energy-saving landscape pool of claim 7, wherein: and a drainage ditch (6) is arranged on one side of the sidewalk (5) far away from the foundation pit (2).
9. The energy-conserving landscape pool of claim 8, wherein: and a reinforcing layer (61) is paved and fixed on the side wall of the drainage ditch (6) far away from the sidewalk (5).
10. The energy-conserving landscape pool of claim 4, wherein: pile up on soil horizon (25) of foundation ditch (2) lateral wall and have rubble heap (26), and rubble heap (26) are close to foundation ditch (2) top, stretch into in rubble heap (26) of the one end of infiltration pipe (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020159609.4U CN211816857U (en) | 2020-02-10 | 2020-02-10 | Energy-saving garden landscape pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020159609.4U CN211816857U (en) | 2020-02-10 | 2020-02-10 | Energy-saving garden landscape pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211816857U true CN211816857U (en) | 2020-10-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020159609.4U Active CN211816857U (en) | 2020-02-10 | 2020-02-10 | Energy-saving garden landscape pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211816857U (en) |
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2020
- 2020-02-10 CN CN202020159609.4U patent/CN211816857U/en active Active
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