CN203603128U - Hidden layer type farmland high-yield permanent drainage ditch - Google Patents
Hidden layer type farmland high-yield permanent drainage ditch Download PDFInfo
- Publication number
- CN203603128U CN203603128U CN201320809220.XU CN201320809220U CN203603128U CN 203603128 U CN203603128 U CN 203603128U CN 201320809220 U CN201320809220 U CN 201320809220U CN 203603128 U CN203603128 U CN 203603128U
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- filtration beds
- drainage ditch
- laminar
- latent
- high yield
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
A hidden layer type farmland high-yield permanent drainage ditch comprises a separating layer, a first filter layer, a second filter layer and a third filter layer which are arranged from top to bottom in sequence. The separating layer is formed by straw or crop stalks, the first filter layer is formed by small pebbles, the second filter layer is formed by small pebbles or medium pebbles, the third filter layer is formed by large pebbles, a soil tillage layer covers the separating layer, a support is arranged between the third filter layer and the bottom of the ditch, a water flow ditch allowing water to flow is formed between the support and the bottom of the ditch, and a plurality of up-and-down through water flow gaps or holes are distributed in the support. The hidden layer type farmland high-yield permanent drainage ditch has the advantages of being durable in water drainage capability, smooth in water flow, capable of efficiently lowering the overground water level and the underground water level, convenient to construct, capable of saving time and labor, firm and durable.
Description
Technical field
The utility model relates to a kind of agricultural production plumbing regulating system, more particularly a kind of laminar farmland high yield permanent drainage ditch of diving.
Background technology
Agricultural planting is as in Rice Cropping process at present, farmland rice transplanting rice cultivation, while needing rice transplanting, stay line-spacing (staying ditch distance) per season, or lift seedlings midway and move after strain, carry out again ditching and move the draining that soil reaches plant growth and put field, take root the needs that strong strain is grown, simultaneously these several work conventional operations repeatedly, the efficiency that wastes time and energy is low, error farming season and cause agricultural output low.And because agricultural drain system can not reduce in time ground, groundwater table, the circulation of increase underground air, promote the vigorous prosperity of crop root, make crop disease and pest resisting and crop and lodging property deficiency, industry urgent need is a kind of can play good plumbing function, the plumbing regulating system that does not delay again farming season.
Utility model content
It is lasting that the purpose of this utility model is to provide a kind of drainability, solves smooth and easy, the efficient reduction of current ground, groundwater table, and it is convenient to build, time saving and energy saving and robust latent laminar farmland high yield permanent drainage ditch.
For achieving the above object, the utility model provides following technical scheme:
A kind of laminar farmland high yield permanent drainage ditch of diving, from top to bottom be arranged in order and include separation layer, the first filtration beds, the second filtration beds, the 3rd filtration beds, described separation layer is made up of straw or stalk, described the first filtration beds is made up of handstone, described the second filtration beds is made up of handstone or middle stone, described the 3rd filtration beds is made up of large stone, mulching soil arable layer on described separation layer, wherein, between described the 3rd filtration beds and ditch bottom, support is set, between described support and ditch bottom, forming can be for the waterway of water flow, described support distribution many upper and lower penetrating flowing water gap or holes.
Wherein, described support is one group by two 95 bricks that cut away a corner at relative position, by its otch docking, be placed in bottom of trench and form triangular cavity with bottom, described 95 brick groups are placed side by side with group, forming section at bottom of trench is leg-of-mutton waterway, and described support upper epidermis is covered by large stone or the ratchel of the 3rd filtration beds.
Wherein, described separation layer thickness be 50 ?80mm, described the first filtration beds thickness be 100 ?180mm, the second filtration beds thickness be 100 ?180mm, the 3rd filtration beds thickness be 100 ?180mm, the 4th filtration beds thickness be 90 ?180mm.
Wherein, described gutter is criss-cross arranged and is interconnected, and the width in described gutter is 250mm, and each longitudinal drainage ditch main body spacing is 40 meters to 100 meters, and each traverse furrow spacing is 40 meters to 80 meters.
Wherein, described gutter and canal mouth, river mouth and each field between junction all set out the mouth of a river, water inlet, the gutter in adjacent field is connected by delivery port, water inlet separately.
Wherein, the section configuration of described waterway is arch.Wherein, the gap width of described support is less than the stone diameter of three layer filtration layer.
Described filtration beds is from upper strata to the stone of lower floor from little to large, and old wall, the disconnected brick that the stone of described filtration beds can be removed in Urbanization Construction transformation and remove the stone after cement pavement fault block is smashed, carries out large, medium and small screening and select, and turns waste into wealth.
Described support is rearranged along gutter direction by polylith porous brick, between described porous brick, leave gap, in described porous brick, have multiple directly to through hole, described through hole length direction arranges along gutter direction, described through hole, gap are communicated with for waterway.
Described porous brick is piled up into two-layer or multilayer up and down, and described through hole is clear opening; Described gap comprises axial clearance and the lateral clearance between porous brick, and described axial clearance is greater than the large stone size that lateral clearance is less than the 3rd filtration beds.
The utlity model has following beneficial effect:
1, reduce in time ground, groundwater table, increase underground air circulation, promote crop root more to take root to depth of soils, make the sturdy vigorous prosperity of root system, crop disease and pest resisting and crop and lodging resistance strengthen, and can make current smooth and easy, quick, need efficient ground, the groundwater table of regulating in time according to crop, needs while guaranteeing various plant growth, stable and high yields good harvest, construction is simple, convenient, peasant can, build the features such as ditch cost is low at a glance.Particularly the design of the supporting structure below the 3rd filtration beds makes the upper and lower current of filtration beds more unobstructed, and make the current of bottom waterway also more unobstructed, because the gap of support interconnects, make the unresisted all directions that flow to of current milli, accelerate the speed of plumbing.
2, because material therefor design alternative is antirust, the brick of Perishing prevention or stone form, without construction every year, in not farming season by mistake, peasant several generations are benefited, and particularly the constructional materials recycling of dismounting have been realized to twice laid is turned waste into wealth and energy-conserving and environment-protective.
3, do not take farmland area, more can expand cultivated area, facilitate mechanization of agriculture operation, be applicable to the modern development of multi-form agriculture.
4, owing to being the layer draining of diving, farmland planting top layer chemical fertilizer, the poisonous contaminant water of agricultural chemicals are not directly discharged into river, lake, make agricultural land soil be not easy to run off, riverbed can not be raised, and can purify water, and makes water quality limpid, environmental protection, drinking water is safer, forever useful to human body health.
5, adapt to the vast rural area of China, construction is convenient, simple, easily gathers materials on the spot.
Accompanying drawing explanation
Fig. 1 is the structural representation of latent laminar of the present utility model farmland high yield permanent drainage ditch.
Fig. 2 be Fig. 1 A ?A cross-sectional view.
Fig. 3 is the schematic cross-section of another embodiment of the utility model.
Fig. 4 is the cross sectional representation of Fig. 3.
In figure: 1 ?separation layer 2 ?the first filtration beds 3 ?the second filtration beds 4 ?the 3rd filtration beds 5 ?support 6 ?plough horizon 7 ?porous brick 71 ?directly to through hole 72 ?axial clearance.
The specific embodiment
Please refer to Fig. 1, shown in Fig. 2, for latent laminar of the present utility model farmland high yield permanent drainage ditch, include separation layer 1, the first filtration beds 2, the second filtration beds 3, the 3rd filtration beds 4, described separation layer 1 is made up of straw or stalk, its thickness be 50 ?80mm, this layer mainly plays the filtration barrier effect to silt and impurity, described the first filtration beds 2 is made up of handstone or the large flag of melon seeds, thickness be 100 ?180mm, described the second filtration beds 3 is made up of the stone of middle stone or one-inch size, 100 ?180mm, described the 3rd filtration beds 4 is made up of the stone of large stone or large flag or goose egg size, also can smash stone with demolish walls disconnected brick and dismounting cement pavement fault block forms, its thickness be 100 ?180mm, the 4th filters bed thickness becomes 90 ?180mm, by the 3rd, the 4th filtration beds, the sediment concentration that makes to enter bottom of trench is less, flow more smooth and easy, the thickness of above-mentioned separation layer and filtration beds also can be according to answering the suitable of ground, science is suitably adjusted flexibly.Described large, medium and small stone be between filtration beds relatively, filtration beds from top to bottom stone size successively strengthens and meets the requirements, also can select the stone size of adjacent layer differ 0.5 ?2 times, the maximum object of undermost stone makes current more smooth.Between described the 3rd filtration beds 4 and ditch bottom, support 5 is set, described support 5 distribute many upper and lower penetrating flowing water gap or holes, described gap width is less than the diameter of large stone, between described support 5 and ditch bottom, forms the space that can supply water flow.Described support 5 can be one group by two 95 bricks that cut away a corner at relative position, by its otch docking, be placed in bottom of trench and form triangular cavity with ditch bottom, described 95 brick groups are placed side by side with group, forming section with bottom of trench is leg-of-mutton waterway, described support 5 upper epidermiss are covered by the large stone of the 3rd filtration beds, between 95 brick groups and group, leave the gap that is less than large stone diameter.Referring to Fig. 3,4, described support 5 can also be rearranged along gutter direction by polylith porous brick 7, described porous brick is piled up into two-layer or multilayer up and down, between described porous brick 7, leave gap, this gap comprises the lateral clearance between axial clearance 72 and the levels brick between brick and brick, in described porous brick 7, have multiple directly to through hole 71, described through hole 71 length arrange along gutter direction, described each gap is communicated with through hole 71, is communicated with a upper filtration beds.Described gap 72 is communicated with through hole 71, is communicated with a upper filtration beds and self-assembling formation bottom current ditch.Discharge fast in the bottom current ditch that current with the gap of brick, directly form to through hole from brick 7 from the 3rd filtration beds 4 gets off like this.Between described porous brick, just stack together without puzzle joint, to guarantee leaving gap between brick and brick.
In addition, described support 5 also can use other corrosion-resistant and regrown materiaves to make, and its section configuration is not also to be leg-of-mutton other shapes, as arch.Mulching soil arable layer 6 on described separation layer 1, latent laminar of the present utility model farmland high yield permanent drainage ditch is covered by plough horizon 6 completely, and area does not occupy cultivated land.
Water inlet, the delivery port in described gutter can be determined by channel, river distribution and physical features height, described gutter and the large field of canal mouth, river and each drop between junction lift gate is all set, carry out regulating water flow, meet each field plant growth needs, gutter in adjacent field is connected by delivery port, water inlet separately, and ascending/decending or revoluting gate adjusting water level are set, and accomplish management science, flexible.
When concrete enforcement, the width of gutter body 1, between 220 ?400mm, also can increase and decrease according to actual needs, is advisable with 250mm, and wide meeting causes the single tire weight load of the farming machine portions of closing such as tractor pressing ditch body, causes the infringement of ditch body.Described gutter is criss-cross arranged in farmland, the spacing of each longitudinal drainage ditch is between 40 meters to 100 meters, each traverse furrow spacing is 40 meters to 80 meters, spacing is crossed conference affects regulating effect, too small can increasing built the unnecessary waste of ditch construction engineering quantity, can appropriately adjust according to various places vapour time condition.Building the ditch time is preferably chosen in after rice harvesting in autumn, and summer, wheatland started before not turning over to build, because now groundwater table is lower, more easily guaranteed construction quality.When use, moisture too much on ground permeates layer by layer via farming operation layer 6, arrives the 3rd filtration beds 4, then is entered in the water channel that bottom of trench and support 5 form and flow to downstream by the gap of support 5 and discharge, and when water level deficiency, also can import irrigation water by water channel.
Claims (10)
1. a latent laminar farmland high yield permanent drainage ditch, from top to bottom be arranged in order and include separation layer, the first filtration beds, the second filtration beds, the 3rd filtration beds, described separation layer is made up of straw or stalk, described the first filtration beds is made up of handstone, described the second filtration beds is made up of handstone or middle stone, described the 3rd filtration beds is made up of large stone, mulching soil arable layer on described separation layer, it is characterized in that, between described the 3rd filtration beds and ditch bottom, support is set, between described support and ditch bottom, forming can be for the waterway of water flow, described support distribution many upper and lower penetrating flowing water gap or holes.
2. the latent laminar of one as claimed in claim 1 farmland high yield permanent drainage ditch, it is characterized in that, described support is one group by two 95 bricks that cut away a corner at relative position, by its otch docking, be placed in bottom of trench and form triangular cavity with bottom, described 95 brick groups are placed side by side with group, and forming section at bottom of trench is leg-of-mutton waterway, and described support upper epidermis is covered by the 3rd filtration beds.
3. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, it is characterized in that, described separation layer thickness is 50-80mm, described the first filtration beds thickness is 100-180mm, the second filtration beds thickness is 100-180mm, the 3rd filtration beds thickness is 100-180mm, and the 4th filtration beds porous brick thickness is 90-180mm.
4. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, it is characterized in that, described gutter is criss-cross arranged and is interconnected, and the width in described gutter is 250mm, each longitudinal drainage ditch main body spacing is 40 meters to 100 meters, and each traverse furrow spacing is 40 meters to 80 meters.
5. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, it is characterized in that, described gutter and canal mouth, river mouth and each field between junction all set out the mouth of a river, water inlet, the gutter in adjacent field is connected by delivery port, water inlet separately.
6. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, is characterized in that, the section configuration of described waterway is arch.
7. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, is characterized in that, the gap width of described support is less than the stone diameter of three layer filtration layer.
8. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, is characterized in that, described filtration beds is from upper strata to the stone of lower floor from little to large, and the stone of described filtration beds is the disconnected brick and remove the stone that cement pavement fault block is smashed of demolishing walls.
9. latent laminar as claimed in claim 1 farmland high yield permanent drainage ditch, it is characterized in that, described support is rearranged along gutter direction by polylith porous brick, between described porous brick, leave gap, in described porous brick, have multiple directly to through hole, described through hole length arranges along gutter direction, and described through hole, gap are communicated with for waterway.
10. latent laminar as claimed in claim 9 farmland high yield permanent drainage ditch, is characterized in that, described porous brick is piled up into two-layer or multilayer up and down, and described through hole is clear opening; Described gap comprises axial clearance and the lateral clearance between porous brick, and described axial clearance is greater than the large stone size that lateral clearance is less than the 3rd filtration beds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320809220.XU CN203603128U (en) | 2013-09-04 | 2013-12-10 | Hidden layer type farmland high-yield permanent drainage ditch |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320549597.6 | 2013-09-04 | ||
| CN201320549597 | 2013-09-04 | ||
| CN201320809220.XU CN203603128U (en) | 2013-09-04 | 2013-12-10 | Hidden layer type farmland high-yield permanent drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603128U true CN203603128U (en) | 2014-05-21 |
Family
ID=50121583
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320809220.XU Withdrawn - After Issue CN203603128U (en) | 2013-09-04 | 2013-12-10 | Hidden layer type farmland high-yield permanent drainage ditch |
| CN201310667374.4A Expired - Fee Related CN103603328B (en) | 2013-09-04 | 2013-12-10 | Latent laminar farmland high yield permanent drainage ditch |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310667374.4A Expired - Fee Related CN103603328B (en) | 2013-09-04 | 2013-12-10 | Latent laminar farmland high yield permanent drainage ditch |
Country Status (2)
| Country | Link |
|---|---|
| CN (2) | CN203603128U (en) |
| WO (2) | WO2015032116A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603328A (en) * | 2013-09-04 | 2014-02-26 | 韩秋华 | Hidden layer permanent drainage ditch for farm flourishing |
| CN104689636A (en) * | 2015-02-09 | 2015-06-10 | 赖卫华 | Filtering tank |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105850553A (en) * | 2016-04-09 | 2016-08-17 | 成都易禧科技管理发展有限公司 | Green natural-like landfill-process pipelined filtering-type reclaiming and planting device system with intelligent water and fertilizer supply and method of installation and use |
| CN111108836A (en) * | 2019-12-30 | 2020-05-08 | 东北农业大学 | Method for filling rope-making field-returning rat tunnel into hole by using crop straws |
| CN114956305B (en) * | 2021-11-19 | 2023-09-12 | 广州城建职业学院 | Ecological reconstruction method of drainage ditch of culture pond and straw carrier brick |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2492862A1 (en) * | 1979-12-17 | 1982-04-30 | Screg Ouest Sa | Multilayer substrates to support and drain special turf - may include expanded or hydrophilic particles and a non:woven fabric to protect drains from fines |
| US5660008A (en) * | 1996-01-04 | 1997-08-26 | Bevilacqua; Joseph | Triangular shaped pipe for use in crawl spaces |
| JP2764707B2 (en) * | 1996-01-26 | 1998-06-11 | 揖斐川コンクリート工業株式会社 | Gutter block and method of manufacturing the same |
| CN1184876C (en) * | 2000-02-02 | 2005-01-19 | 王阅 | Masoned triangular fictile infiltrating irrigation pipe line |
| CN1487147A (en) * | 2002-09-30 | 2004-04-07 | 阿尔谢钦・亚历山大罗维奇・巴格丹诺 | Drainage ditch |
| JP2006328769A (en) * | 2005-05-25 | 2006-12-07 | Noboru Iwasaki | Soft ground improving block and construction method of underground structure using the same |
| US7857546B2 (en) * | 2007-02-27 | 2010-12-28 | Brian Scott Furrer | Method and apparatus for controlling drainage and irrigation of fields |
| KR100939173B1 (en) * | 2009-10-19 | 2010-01-28 | 유흥식 | Superhigh speed permeability paving system and construction method for the prevention of flood, drought, global warming, desertification, elevation of sea level and for the recovery of the underground water |
| CN201981642U (en) * | 2010-12-20 | 2011-09-21 | 贵阳铝镁设计研究院有限公司 | Ground water-filtering ditch used in building project |
| CN102182169A (en) * | 2011-03-11 | 2011-09-14 | 上海市园林科学研究所 | Method for improving saline-alkali soil and soil ditch structure |
| KR101306471B1 (en) * | 2011-07-27 | 2013-09-09 | 김경수 | Water conduit |
| CN202323901U (en) * | 2011-09-01 | 2012-07-11 | 韩秋华 | Permanent drainage ditch for facilitating high yield of rice in farmland |
| WO2015032116A1 (en) * | 2013-09-04 | 2015-03-12 | Han Qiuhua | Hidden-layer permanent drainage ditch for farmland fertility |
-
2013
- 2013-10-25 WO PCT/CN2013/085987 patent/WO2015032116A1/en active Application Filing
- 2013-12-10 CN CN201320809220.XU patent/CN203603128U/en not_active Withdrawn - After Issue
- 2013-12-10 CN CN201310667374.4A patent/CN103603328B/en not_active Expired - Fee Related
-
2014
- 2014-01-29 WO PCT/CN2014/071798 patent/WO2015032186A1/en active Application Filing
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603328A (en) * | 2013-09-04 | 2014-02-26 | 韩秋华 | Hidden layer permanent drainage ditch for farm flourishing |
| CN104689636A (en) * | 2015-02-09 | 2015-06-10 | 赖卫华 | Filtering tank |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103603328A (en) | 2014-02-26 |
| CN103603328B (en) | 2015-08-26 |
| WO2015032186A1 (en) | 2015-03-12 |
| WO2015032116A1 (en) | 2015-03-12 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140521 Effective date of abandoning: 20150826 |
|
| RGAV | Abandon patent right to avoid regrant |