CN208533491U - A kind of plum plantation drainage system - Google Patents
A kind of plum plantation drainage system Download PDFInfo
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- CN208533491U CN208533491U CN201820733445.4U CN201820733445U CN208533491U CN 208533491 U CN208533491 U CN 208533491U CN 201820733445 U CN201820733445 U CN 201820733445U CN 208533491 U CN208533491 U CN 208533491U
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- drainage system
- pipe
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- plum plantation
- pipeline
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Abstract
The utility model discloses a kind of plum plantation drainage system, the drainage system includes the pipe layers with the longitudinal collector pipe and transverse drain for being embedded in ground end, the collector pipe uses reinforced concrete precast member, reinforced concrete precast member core is using circular pipe and tapered opening is arranged at the top of pipeline, underground water is facilitated to import in circular pipe by tapered opening, and circular pipeline is easier to the underground water imported circulation, helps that pipeline is prevented to silt up；The pipe layers top of drainage system is also equipped with multiple layers of filters, it from top to bottom successively include ratchel filled layer, crushed stone filled layer and permeable nonwoven layer, sundries can be effectively filtered out after multiple filtration, it prevents from causing to silt up into pipeline, pipe-line maintenance is reduced, the working life of pipeline is extended.
Description
One, technical field
The utility model relates to orchard draining, in particular to a kind of plum plantation drainage system.
Two, background technique
Plum is rosaceae cherry, alias Jiaqing, cloth continuous heavy rain, plum, Jade Emperor Lee, mountain plum.Its 7~August of fruit
Between it is mature, full mellow and full, exquisitely carved, form is pretty and dazzling, and it is one of favorite fruit of people that taste is sweet.China is most of
Regional rainy season focuses mostly in 7~September, and continuous overcast and rainy or disposable rainfall crosses conference, and to be built in plum plantation especially low-lying
The plum plantation ponding on ground is at flood.Summer is exactly that the season of plum picking not only can shadow if ponding cannot be discharged in time
The picking of plum fruit is rung, and orchard long period ponding can cause fruit tree root system and shoot and leaf growth development different because of soil anoxic
Often, it may occur in which plant death when serious, carry out huge loss to plum growth belt.As it can be seen that the draining of summer orchard is even more important, fruit
Garden draining need to accomplish early discovery, early prevention, early radical cure, avoid unnecessary loss.
Plum is generally planted in level land, and the drainage system of Flat Ground Orchard can take advantage of a situation in garden or surrounding repairs gutter, more
Remaining water along ditch discharge garden outside.Clearly demarcated ditch water discharge and 2 kinds of buried drain are drained, gutter drainage is suitable in surface interval certain distance
Row digs a depthkeeping, wide ditch is drained.But the effect very little of this gutter row underground water, especially summer continuous rainstorm
Cause orchard soil underground storage excessive, can not drain in time, soil is caused to lose bearing capacity, results even in plant and collapse.
Closed drainage then can be used in collecting and being discharged underground water, and the method drained using underground piping is not take up soil, nor affected on
Mechanical cultivation.Currently used hidden pipe construction, hidden pipe construction and the closed drainage construction of management early stage excavate groove using manpower,
Artificial buried pipeline and filling wrap up in filtrate, and fill out original soil again.Existing closed drain, is easy to happen drainage jam, needs periodically
It reprocesses, improves maintenance cost.
Three, summary of the invention
In order to overcome the disadvantages mentioned above of the prior art, the utility model provides a kind of drainage system in plum plantation orchard,
The purpose is to prevent the channel being embedded under orcharding from blocking, maintenance cost is reduced, and extend the service life of channel.
The utility model is that technical solution used by solving its technical problem is: a kind of plum plantation drainage system,
The drainage system includes the channel layer with longitudinal collecting gutter and transverse drain ditch, and the channel layer is embedded in plum plantation
Field bottom at least 0.8m is deep, and seam formula collector pipe is formed in the collecting gutter 1, and the seam formula collector pipe is mixed for rectangular reinforcing bar
Solidifying soil prefabricated component, outer dimension are 110*110~150*150mm2, the reinforced concrete precast member includes the round tube of core
Tapered opening at the top of road and pipeline, the caliber of the circular pipe are 75~100mm, the upper width of the tapered opening
For 35~55mm, lower width is 25~45mm, and the laying spacing of the adjacent collecting gutter is 8~20m, shape in the gutter
At there is drainpipe, the seam formula collector pipe is connected by socket pipe with the drainpipe, and the drainage system further includes setting
Filter layer on the channel layer, the filter layer from top to bottom successively include ratchel filled layer, crushed stone filled layer with
And permeable nonwoven layer, the filter layer top are laid with soil horizon.
Further, the drainpipe is PVC plastic pipe or Cement Concrete pipe.
Further, the concrete grade of the reinforced concrete precast member is not less than C45.
Further, the laying depth of the filter layer is 20~35cm.
Further, the thickness of the soil horizon is not less than 50cm.
Further, the ratchel filled layer with a thickness of 10-15cm.
Further, the crushed stone filled layer with a thickness of 10-20cm.
Further, the permeable nonwoven layer with a thickness of 3-5cm.
Further, the longitudinal slope of the seam formula collector pipe is 1/500~1/1000.
The utility model compared with prior art, has the following advantages and beneficial effects:
(1) seam formula collector pipe is laid in the collecting gutter of the drainage system of the utility model, the seam formula collector pipe is adopted
With reinforced concrete precast member, tapered opening is arranged using circular pipe and pipeline top in reinforced concrete precast member core,
Underground water is facilitated to import in circular pipe by tapered opening, and circular pipe is easier to the underground water imported circulation, facilitates
Pipeline is prevented to silt up；
(2) the collecting gutter top of the drainage system of the utility model is equipped with filter layer, and the filter layer uses multilayer knot
Structure successively includes ratchel filled layer, crushed stone filled layer and permeable nonwoven layer, the energy after multiple filtration from top to bottom
It is enough effectively to filter out impurity thing, it prevents from causing to silt up into pipeline, reduces pipe-line maintenance, improve the working life of pipeline.
Four, Detailed description of the invention
Fig. 1 is the channel schematic diagram of a layer structure of the drainage system of the utility model；
Fig. 2 is the structural schematic diagram of the drainage system of the utility model.
In figure: the gutter 1- collecting gutter 2- 3- seam formula collector pipe 4- ratchel filled layer 5- crushed stone is filled out
Fill the permeable nonwoven layer 7- soil horizon of layer 6-
Specific embodiment
Detailed description furtherly is made to the utility model in the following with reference to the drawings and specific embodiments, so as to this field skill
Art personnel understand.
The drainage system as shown in figs. 1-2 includes the channel with longitudinal collecting gutter 1 and transverse drain ditch 2
Layer, the channel layer are embedded in plum plantation ground end at least 0.8m depth, form seam formula collector pipe 3 in the collecting gutter 1,
The seam formula collector pipe 3 is rectangular reinforced concrete precast member, and outer dimension is 110*110~150*150mm2, the steel
Reinforced concrete prefabricated component includes the tapered opening at the top of the circular pipe and pipeline of core, and the caliber of the circular pipe is 75
~100mm, the upper width of the tapered opening are 35~55mm, and lower width is 25~45mm, the adjacent collecting gutter 1
Laying spacing is 8~20m, is formed with drainpipe in the gutter 2, the seam formula collector pipe 3 by socket pipe with it is described
Drainpipe is connected, and the drainage system further includes the filter layer being arranged on the channel layer, the filter layer from top to bottom according to
Secondary includes ratchel filled layer 4, crushed stone filled layer 5 and permeable nonwoven layer 6, is laid with soil horizon 7 above the filter layer.
It with the raising of Agricultural Mechanization Degree, is gradually constructed using pipe-laying trencher, excavate groove and is laid with pipeline connection
Cooperate industry, it is PVC plastic pipe or Cement Concrete pipe that the drainpipe in gutter 2, which selects routine, and the rectangular armored concrete is pre-
The concrete grade of product is not less than C45, extends pipeline service life.In order to optimize the filter effect of filter layer, the mistake
The laying depth of filtering layer is 20~35cm, the ratchel filled layer 4 with a thickness of 10-15cm, the crushed stone filled layer 5
With a thickness of 10-20cm, the permeable nonwoven layer 6 with a thickness of 3-5cm, the thickness of the soil horizon 7 is not less than 50cm.In order to
It improves water delivery smoothness and realizes anti-silting purpose, the longitudinal slope of the seam formula collector pipe 3 is 1/500~1/1000.
Although above-described embodiment is made that detailed description to the utility model, it is only the utility model a part
Embodiment, rather than whole embodiments, people can also obtain other implementations according to the present embodiment under the premise of without creativeness
Example, these embodiments belong to scope of protection of the utility model.
Claims (9)
1. a kind of plum plantation drainage system, it is characterised in that: the drainage system include have longitudinal collecting gutter (1) and
The channel layer of transverse drain ditch (2), the channel layer are embedded in plum plantation ground end at least 0.8m depth, the collecting gutter (1)
Interior formation seam formula collector pipe (3), the seam formula collector pipe (3) are rectangular reinforced concrete precast member, and outer dimension is
110*110~150*150mm2, the reinforced concrete precast member includes the taper at the top of the circular pipe and pipeline of core
Opening, the caliber of the circular pipe are 75~100mm, and the upper width of the tapered opening is 35~55mm, lower width
For 25~45mm, the laying spacing of the adjacent collecting gutter (1) is 8~20m, is formed with drainpipe in the gutter (2), institute
It states seam formula collector pipe (3) to be connected by socket pipe with the drainpipe, the drainage system further includes being arranged in the channel
Filter layer on layer, the filter layer from top to bottom successively include ratchel filled layer (4), crushed stone filled layer (5) and thoroughly
Water nonwoven layer (6), the filter layer top are laid with soil horizon (7).
2. plum plantation as described in claim 1 drainage system, it is characterised in that: the drainpipe be PVC plastic pipe or
Cement Concrete pipe.
3. plum plantation as described in claim 1 drainage system, it is characterised in that: the reinforced concrete precast member mixes
Solidifying soil label is not less than C45.
4. plum plantation as described in claim 1 drainage system, it is characterised in that: the laying depth of the filter layer is 20
~35cm.
5. plum plantation as described in claim 1 drainage system, it is characterised in that: the thickness of the soil horizon (7) is not small
In 50cm.
6. plum plantation as described in claim 1 drainage system, it is characterised in that: the thickness of the ratchel filled layer (4)
Degree is 10-15cm.
7. plum plantation as described in claim 1 drainage system, it is characterised in that: the thickness of the crushed stone filled layer (5)
Degree is 10-20cm.
8. plum plantation as described in claim 1 drainage system, it is characterised in that: the thickness of the permeable nonwoven layer (6)
Degree is 3-5cm.
9. plum plantation as described in claim 1 drainage system, it is characterised in that: the seam formula collector pipe (3) is indulged
Slope is 1/500~1/1000.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820733445.4U CN208533491U (en) | 2018-05-17 | 2018-05-17 | A kind of plum plantation drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820733445.4U CN208533491U (en) | 2018-05-17 | 2018-05-17 | A kind of plum plantation drainage system |
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| Publication Number | Publication Date |
|---|---|
| CN208533491U true CN208533491U (en) | 2019-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820733445.4U Active CN208533491U (en) | 2018-05-17 | 2018-05-17 | A kind of plum plantation drainage system |
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| CN (1) | CN208533491U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855980A (en) * | 2022-06-10 | 2022-08-05 | 朱壹 | Ecological environment-friendly mechanized orchard drainage system |
-
2018
- 2018-05-17 CN CN201820733445.4U patent/CN208533491U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855980A (en) * | 2022-06-10 | 2022-08-05 | 朱壹 | Ecological environment-friendly mechanized orchard drainage system |
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