CN103603328B - Latent laminar farmland high yield permanent drainage ditch - Google Patents
Latent laminar farmland high yield permanent drainage ditch Download PDFInfo
- Publication number
- CN103603328B CN103603328B CN201310667374.4A CN201310667374A CN103603328B CN 103603328 B CN103603328 B CN 103603328B CN 201310667374 A CN201310667374 A CN 201310667374A CN 103603328 B CN103603328 B CN 103603328B
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- China
- Prior art keywords
- filtration beds
- ditch
- laminar
- stone
- farmland
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Classifications
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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
Abstract
A kind of laminar farmland high yield permanent drainage ditch of diving, from top to bottom be arranged in order and include separation layer, first filtration beds, second filtration beds, 3rd filtration beds, described separation layer is made up of straw or stalk, described first filtration beds is made up of handstone, described second filtration beds is made up of handstone or middle stone, described 3rd filtration beds is made up of large stone, mulching soil arable layer on described separation layer, between bottom described 3rd filtration beds and ditch, support is set, being formed between bottom described support and ditch can for the waterway of water flow, described support distributes about many penetrating flowing water gaps or hole.It is lasting that the present invention has drainability, smooth in water flow, efficiently reduces on the ground, groundwater table, and it is convenient to build, time saving and energy saving and sturdy and durable.
Description
Technical field
The present invention 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
Current agricultural planting is as in Rice Cropping process, farmland rice transplanting rice cultivation, need to have stayed line-spacing (staying ditch distance) per season during rice transplanting, or after midway lifts seedlings and move strain, carry out ditching again to move soil and put field to the draining reaching plant growth, 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 ground, groundwater table, the circulation of increase underground air can not be reduced in time, promote crop root vigorous prosperity due to agricultural drain system, make crop disease and pest resisting and crop and lodging property deficiency, industry urgent need is a kind of can play good plumbing function, does not delay again the plumbing regulating system in farming season.
Summary of the invention
The object of this invention is to provide a kind of drainability lasting, solve smooth in water flow, efficiently reduce on the ground, groundwater table, 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 invention 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, first filtration beds, second filtration beds, 3rd filtration beds, described separation layer is made up of straw or stalk, described first filtration beds is made up of handstone, described second filtration beds is made up of handstone or middle stone, described 3rd filtration beds is made up of large stone, mulching soil arable layer on described separation layer, wherein, between bottom described 3rd filtration beds and ditch, support is set, being formed between bottom described support and ditch can for the waterway of water flow, described support distributes about many penetrating flowing water gaps or hole.
Wherein, described support is one group by 95 bricks that two pieces are cut away a corner at relative position, its otch is docked, 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 the large stone of the 3rd filtration beds or ratchel.
Wherein, described separation layer thickness be 50 ?80mm, described 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, the junction of described gutter between canal mouth, river mouth and each field all sets out the mouth of a river, water inlet, and the gutter in adjacent field is connected by respective delivery port, water inlet.
Wherein, the section configuration of described waterway is arch.Wherein, the gap width of described support is less than the stone diameter of third layer filtration beds.
Described filtration beds from upper strata to the stone of lower floor from little to greatly, the stone of described filtration beds can remove in Urbanization Construction transformation old wall, disconnected brick and remove cement pavement fault block smash after stone, carry out large, medium and small screening and select, turn waste into wealth.
Described support is rearranged along direction, gutter by polylith porous brick, gap is left between described porous brick, have in described porous brick multiple directly to through hole, described through hole length direction is arranged along direction, gutter, and described through hole, gap are communicated with for waterway.
Two-layer or multilayer piled up into up and down by described porous brick, and described through hole is clear opening; Described gap comprises axial clearance between porous brick and lateral clearance, and described axial clearance is greater than the large stone size that lateral clearance is less than the 3rd filtration beds.
The present invention has following beneficial effect:
1, ground, groundwater table is reduced in time, increase underground air circulation, promote that crop root is more taken 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 smooth in water flow, fast, according to crop need efficiently adjustably go up in time, groundwater table, need when guaranteeing various plant growth, stable and high yields is had a good harvest, and construction is simple, convenient, peasant, can build the features such as ditch cost is low at a glance.The design of the supporting structure particularly 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 current milli unresistedly flow to all directions, accelerate the speed of plumbing.
2, because material therefor design alternative is antirust, the brick of Perishing prevention or stone form, without the need to construction every year, in not farming season by mistake, peasant several generations are benefited, and particularly the constructional materials of dismounting recycling being achieved twice laid turns waste into wealth and energy-conserving and environment-protective.
3, do not take farmland area, more can expand cultivated area, facilitate mechanization of agriculture to operate, be applicable to the modern development of multi-form agriculture.
4, owing to being latent layer draining, farmland planting top layer chemical fertilizer, agricultural chemicals toxic contaminants water 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, build convenient, simple, easily gather materials on the spot.
Accompanying drawing explanation
Fig. 1 is the structural representation of latent laminar farmland of the present invention 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 present invention.
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.
Detailed description of the invention
Please refer to Fig. 1, shown in Fig. 2, for latent laminar farmland of the present invention high yield permanent drainage ditch, include separation layer 1, first filtration beds 2, second filtration beds 3, 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 first filtration beds 2 is made up of handstone or the large flag of melon seeds, thickness be 100 ?180mm, described second filtration beds 3 is made up of the stone of middle stone or one-inch size, 100 ?180mm, described 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 disconnected brick of demolishing walls with dismounting cement pavement fault block to form, its thickness be 100 ?180mm, 4th filters thickness becomes 90 ?180mm, by the 3rd, 4th filtration beds, make the sediment concentration entering bottom of trench less, flowing smoothly, the thickness of above-mentioned separation layer and filtration beds also can according to answering the suitable of ground, science suitably adjusts flexibly.Described large, medium and small stone be between filtration beds relatively, filtration beds from top to bottom stone size successively strengthens and namely 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.Arrange support 5 between bottom described 3rd filtration beds 4 and ditch, described support 5 distributes about many penetrating flowing water gaps or hole, and described gap width is less than the diameter of large stone, and being formed between bottom described support 5 and ditch can for the space of water flow.95 bricks that described support 5 can cut away a corner by two pieces at relative position are one group, its otch is docked, be placed in bottom of trench and with ditch bottom form triangular cavity, 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 epidermis is covered by the large stone of the 3rd filtration beds, leaves the gap being less than large stone diameter between 95 brick groups and group.See Fig. 3,4, described support 5 can also be rearranged along direction, gutter by polylith porous brick 7, two-layer or multilayer piled up into up and down by described porous brick, gap is left between described porous brick 7, this gap comprises the lateral clearance between axial clearance 72 between brick and brick and levels brick, have in described porous brick 7 multiple directly to through hole 71, described through hole 71 length is arranged along direction, gutter, and described each gap is communicated with through hole 71, be communicated with a upper filtration beds.Described gap 72 is communicated with through hole 71, be communicated with also self-assembling formation bottom current ditch with a upper filtration beds.From the gap of brick 7 and brick, directly discharge fast to the bottom current ditch that through hole is formed after such current get off from the 3rd filtration beds 4.Just stack together without puzzle joint between described porous brick, to ensure to leave 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 also be not other shapes leg-of-mutton, as arch.Mulching soil arable layer 6 on described separation layer 1, latent laminar farmland of the present invention high yield permanent drainage ditch is covered by plough horizon 6 completely, and do not occupy cultivated land area.
Water inlet, the delivery port in described gutter can be determined by channel, river distribution and physical features height, described gutter all arranges lift gate in junction between the field that canal mouth, river and each drop are large, carry out regulating water flow, meet each field plant growth needs, gutter in adjacent field is connected by respective delivery port, water inlet, and ascending/decending or revoluting gate adjustment water level are set, accomplish management science, flexibly and easily.
During concrete enforcement, the width of gutter body 1 is between 220 ?400mm, and also can increase and decrease according to actual needs, be advisable with 250mm, wide meeting causes the farming machine single tire weight load conjunction portions such as tractor to press against ditch body, causes ditch body to damage.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 crosses conference affects regulating effect, too small can increasing builds the unnecessary waste of ditch construction engineering quantity, can appropriately adjust according to various places vapour condition of waiting.Building the ditch time preferably selects in the fall after rice harvesting, and summer, wheatland started before not turning over to build, because now groundwater table is lower, more easily ensured construction quality.During use, moisture too much on ground permeates layer by layer via farming operation layer 6, arrives the 3rd filtration beds 4, then to be entered in the water channel that bottom of trench and support 5 formed by the gap of support 5 and flow to downstream and discharge, during water level deficiency, also by water channel importing irrigation water.
Claims (7)
1. a latent laminar farmland high yield permanent drainage ditch, from top to bottom be arranged in order and include separation layer, first filtration beds, second filtration beds, 3rd filtration beds, described separation layer is made up of straw or stalk, described first filtration beds is made up of handstone, described second filtration beds is made up of handstone or middle stone, described 3rd filtration beds is made up of large stone, mulching soil arable layer on described separation layer, it is characterized in that, between bottom described 3rd filtration beds and ditch, support is set, being formed between bottom described support and ditch can for the waterway of water flow, described support distributes about many penetrating flowing water gaps or hole,
Described support is rearranged along direction, gutter by polylith porous brick, gap is left between described porous brick, have in described porous brick multiple directly to through hole, described through hole length is arranged along direction, gutter, and described through hole, gap are communicated with for waterway.
2. laminar farmland high yield permanent drainage ditch of diving as claimed in claim 1, it is characterized in that, described separation layer thickness is 50-80mm, described first filtration beds thickness is 100-180mm, second filtration beds thickness is 100-180mm, 3rd filtration beds thickness is 100-180mm, and the 4th filtration beds porous brick thickness is 90-180mm.
3. laminar farmland high yield permanent drainage ditch of diving as claimed in claim 1, 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.
4. laminar farmland high yield permanent drainage ditch of diving as claimed in claim 1, it is characterized in that, the junction of described gutter between canal mouth, river mouth and each field all sets out the mouth of a river, water inlet, and the gutter in adjacent field is connected by respective delivery port, water inlet.
5. get bumper crops permanent ditch in as claimed in claim 1 laminar farmland of diving, and it is characterized in that, the gap width of described support is less than the stone diameter of third layer filtration beds.
6. get bumper crops permanent ditch in as claimed in claim 1 laminar farmland of diving, and it is characterized in that, described filtration beds is from upper strata to the stone of lower floor from little to greatly, and the stone of described filtration beds is the disconnected brick and remove the stone that cement pavement fault block smashes of demolishing walls.
7. get bumper crops permanent ditch in as claimed in claim 1 laminar farmland of diving, and it is characterized in that, two-layer or multilayer piled up into up and down by described porous brick, and described through hole is clear opening; Described gap comprises axial clearance between porous brick and lateral clearance, and described axial clearance is greater than the large stone size that lateral clearance is less than the 3rd filtration beds.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310667374.4A CN103603328B (en) | 2013-09-04 | 2013-12-10 | Latent laminar farmland high yield permanent drainage ditch |
| PCT/CN2014/071798 WO2015032186A1 (en) | 2013-09-04 | 2014-01-29 | Hidden-layer permanent drainage ditch for farmland fertility |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320549597.6 | 2013-09-04 | ||
| CN201320549597 | 2013-09-04 | ||
| CN2013205495976 | 2013-09-04 | ||
| CN201310667374.4A CN103603328B (en) | 2013-09-04 | 2013-12-10 | Latent laminar farmland high yield permanent drainage ditch |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103603328A CN103603328A (en) | 2014-02-26 |
| CN103603328B true CN103603328B (en) | 2015-08-26 |
Family
ID=50121583
Family Applications (2)
| 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 |
| CN201320809220.XU Withdrawn - After Issue CN203603128U (en) | 2013-09-04 | 2013-12-10 | Hidden layer type farmland high-yield permanent drainage ditch |
Family Applications After (1)
| 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 |
Country Status (2)
| Country | Link |
|---|---|
| CN (2) | CN103603328B (en) |
| WO (2) | WO2015032116A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015032116A1 (en) * | 2013-09-04 | 2015-03-12 | Han Qiuhua | Hidden-layer permanent drainage ditch for farmland fertility |
| CN104689636A (en) * | 2015-02-09 | 2015-06-10 | 赖卫华 | Filtering tank |
| 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 |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2492862B1 (en) * | 1979-12-17 | 1984-02-24 | Screg Ouest Sa | |
| CA2194434A1 (en) * | 1996-01-04 | 1997-07-05 | Joseph Bevilacqua | Triangular shaped pipe for use in crawl spaces |
| CN1306743A (en) * | 2000-02-02 | 2001-08-08 | 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 |
| 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 |
| CN202323901U (en) * | 2011-09-01 | 2012-07-11 | 韩秋华 | Permanent drainage ditch for facilitating high yield of rice in farmland |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| 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 CN201310667374.4A patent/CN103603328B/en not_active Expired - Fee Related
- 2013-12-10 CN CN201320809220.XU patent/CN203603128U/en not_active Withdrawn - After Issue
-
2014
- 2014-01-29 WO PCT/CN2014/071798 patent/WO2015032186A1/en active Application Filing
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2492862B1 (en) * | 1979-12-17 | 1984-02-24 | Screg Ouest Sa | |
| CA2194434A1 (en) * | 1996-01-04 | 1997-07-05 | Joseph Bevilacqua | Triangular shaped pipe for use in crawl spaces |
| CN1306743A (en) * | 2000-02-02 | 2001-08-08 | 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 |
| 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 |
| CN202323901U (en) * | 2011-09-01 | 2012-07-11 | 韩秋华 | Permanent drainage ditch for facilitating high yield of rice in farmland |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103603328A (en) | 2014-02-26 |
| WO2015032186A1 (en) | 2015-03-12 |
| WO2015032116A1 (en) | 2015-03-12 |
| CN203603128U (en) | 2014-05-21 |
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| TR01 | Transfer of patent right |
Effective date of registration: 20171128 Address after: Qixian town Keqiao District Zhejiang 312065 Zhen Yin Street Shaoxing 84, building two, room 3 Patentee after: Shaoxing city Gridhrakuta agricultural science and Technology Development Co.,Ltd. Address before: Shaoxing County, Zhejiang province 312065 Shaoxing Qixian town Qi Xian Cun Hill No. 2088 Patentee before: Han Qiuhua |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150826 Termination date: 20211210 |