CN109006122A - The nursery stock water discharge method in the stronger muck soil of water-retaining property - Google Patents

The nursery stock water discharge method in the stronger muck soil of water-retaining property Download PDF

Info

Publication number
CN109006122A
CN109006122A CN201810830587.7A CN201810830587A CN109006122A CN 109006122 A CN109006122 A CN 109006122A CN 201810830587 A CN201810830587 A CN 201810830587A CN 109006122 A CN109006122 A CN 109006122A
Authority
CN
China
Prior art keywords
nursery stock
diversion trench
soil
pervious bed
drainpipe
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.)
Pending
Application number
CN201810830587.7A
Other languages
Chinese (zh)
Inventor
张乘胜
范锐
姜平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China First Metallurgical Group Co Ltd
Original Assignee
China First Metallurgical Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China First Metallurgical Group Co Ltd filed Critical China First Metallurgical Group Co Ltd
Priority to CN201810830587.7A priority Critical patent/CN109006122A/en
Publication of CN109006122A publication Critical patent/CN109006122A/en
Pending legal-status Critical Current

Links

Classifications

    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G17/00Cultivation of hops, vines, fruit trees, or like trees
    • A01G17/005Cultivation methods
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Botany (AREA)
  • Environmental Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Cultivation Of Plants (AREA)

Abstract

The nursery stock water discharge method in the stronger muck soil of water-retaining property.The invention belongs to seedling growth technical fields, and in particular to a kind of nursery stock discharge structure, it includes kind of a plant hole, and described kind of plant hole bottom is equipped with pervious bed, one layer of planting soil is equipped on the pervious bed;The side of the pervious bed has dug diversion trench, and the diversion trench and pervious bed are located at same level, and connection connects, and is equipped with pervious bed in the diversion trench;It is additionally provided with a drainpipe vertically upward above the diversion trench, drainpipe lower end is connect with diversion trench connection, and the drainpipe upper end is located in earth's surface.The structure is conducive to the draining of the nursery stock in muck soil, prevents root ponding excessive, causes nursery stock dead.

Description

The nursery stock water discharge method in the stronger muck soil of water-retaining property
Technical field
The invention belongs to seedling growth technical fields, and in particular to one kind nursery stock in the stronger muck soil of water-retaining property is arranged Water method.
Background technique
Currently, Garden Engineering is due to that can beautify the environment, purifying city air with the continuous quickening of urbanization process, The environment of a comfortable safety is provided for people, is increasingly valued by people.
But at present it is generally existing using some undesirable set of soil be used for seedling growth, such as building waste soil, become silted up Shale soil etc. can seriously affect the growth of nursery stock in this way.Muck soil shearing strength is lower, compressibility is higher, permeability compared with It is small, natural aqueous larger, as kind of a plant hole periphery backfill, it will lead to moisture around nursery stock and be difficult to drain, generated in root big Ponding is measured, causes trees especially newly to be transplanted, survival rate substantially reduces.Traditional buried drain is used in embedded underground pipe Road, to ensure that water flow is unobstructed, the different path conduits depth of buryings, caliber are inconsistent, and drainage system is complicated.Therefore, it is badly in need of one The preferable water discharge method of kind solves the above problems.
Summary of the invention
In view of the above technical problems, the purpose of the present invention is to provide one kind in the stronger muck soil of water-retaining property nursery stock Water discharge method, this method are conducive to the draining of the nursery stock in muck soil, prevent root ponding excessive, cause nursery stock dead.
To achieve the above object, the technical solution used in the present invention is:
One kind nursery stock water discharge method in the stronger muck soil of water-retaining property, it is characterised in that it the following steps are included:
S1, kind of a plant hole is dug, excavates kind of a plant hole, depth is 35-45cm bigger than soil ball height;
S2, it is laid with pervious bed, is first laid with geotextiles in kind of plant hole bottom, one layer of metalling is re-layed, finally on metalling It is laid with geotextiles;
S3, backfill planting soil, backfill one layer of planting soil above the geotextiles on pervious bed upper layer;
S4, plantation nursery stock, sling nursery stock, guarantee that trunk is vertically put into kind of plant hole, backfill the earthwork, table in soil ball on soil ball periphery Face is 35-45cm higher than kind of plant hole upper surface;
S5, excavate diversion trench, a diversion trench dug out as starting point using kind of plant hole edge outward first, the diversion trench with it is permeable Layer is located at same level, and connection connects;Geotextiles are laid in water conservancy diversion trench bottom again, and are laid with one in above-mentioned geotextiles Layer metalling, finally covers metalling with geotextiles again;
S6, drainpipe is buried, vertical opening is reserved in diversion trench last time earth fill, then drainpipe is installed in vertical opening, institute Drainpipe lower end is stated to connect with diversion trench connection;
S7, ponding is removed, extracts the ponding in drainpipe with pumping device.
The rubble thickness 15cm.
The planting soil thickness 40cm.
A kind of nursery stock discharge structure, it is characterised in that: it includes kind of a plant hole, and described kind of plant hole bottom is equipped with pervious bed, One layer of planting soil is equipped on the pervious bed;The side of the pervious bed has dug diversion trench, the diversion trench and pervious bed Positioned at same level, and connection connects, and is equipped with pervious bed in the diversion trench;One is additionally provided with above the diversion trench Drainpipe vertically upward, the drainpipe lower end are connect with diversion trench connection, and the drainpipe upper end is located in earth's surface.
The pervious bed is respectively geotextiles, metalling, geotextiles from bottom to up.
The rubble thickness 15cm.
The planting soil thickness 40cm.
The invention has the benefit that
1, the present invention is conducive to the draining of the nursery stock in muck soil, prevents root ponding excessive, causes nursery stock dead.
2, the present invention is combined using rubble water conservancy diversion and drainpipe, and rubble layer depth facilitates adjusting, can meet inhomogeneity The needs of type nursery stock, and guide layer length is smaller, more utilizes construction.
3, the present invention, can by setting drainpipe using staying near nursery stock soil ball in the stronger muck soil of water-retaining property To observe soil ball bottom ponding situation, so that it is determined that being sprinkled water or being drained, compared to traditional bright, buried drain side Method increases ponding overview function, can effectively solve the maintenance problem of the new plantation nursery stock in muck soil.
4, by the way that rubble is placed in nursery stock root, guidance ponding flows to drainpipe, reaches good drainage effect the present invention, Compared to tradition by the way that entire Chinese garden planting place soil is replaced with 30-50cm thickness planting soil, can effectively solve in Muddy Bottoms Nursery stock root ponding drains problem in soil.
5, by Miniature digging machine or hand excavation drainage groove construction can be rapidly completed, to form draining in the present invention Path need to form big drainage system compared to traditional gutter drainage, and drainage groove is greatly decreased, and avoid largely opening for the earthwork It digs.
Detailed description of the invention
Fig. 1 is the schematic diagram of nursery stock discharge structure.
In figure: kind plant hole 1, pervious bed 2, geotextiles 3, planting soil 4, nursery stock 5, diversion trench 6, drainpipe 7, pumping device 8, soil Ball 9.
Specific embodiment
For a better understanding of the present invention, technical solution of the present invention is done further below with reference to embodiment and attached drawing Illustrate (as shown in Figure 1).
One kind nursery stock water discharge method in the stronger muck soil of water-retaining property, it the following steps are included:
S1, kind of a plant hole 1 is dug, excavates kind of a plant hole 1, depth is 35-45cm bigger than 9 height of soil ball;
S2, it is laid with pervious bed 2, is first laid with geotextiles 3 in 1 bottom of kind of plant hole, re-lay one layer of (15cm thickness) metalling, finally It is laid with geotextiles 3(on metalling and is used for isolation implant soil 4);
S3, backfill planting soil 4 backfill one layer (30-50cm is thick, preferably 40cm thickness) above the geotextiles 3 on 2 upper layer of pervious bed Planting soil 4;
S4, plantation nursery stock 5, (using crane) sling nursery stock 5, guarantee that trunk is vertically put into kind of plant hole 1, return on 9 periphery of soil ball Earth fill, 9 upper surface of soil ball are 35-45cm higher than kind of 1 upper surface of plant hole;
S5, diversion trench 6 is excavated, digs out (being about 20cm's a) diversion trench 6 outward using 1 edge of kind of plant hole as starting point first, The diversion trench 6 is located at same level with pervious bed 2, and connection connects;Geotextiles 3 are laid in 6 bottom of diversion trench again, and It is laid with one layer of (15cm thickness) metalling in above-mentioned geotextiles 3, finally covers metalling (for guiding kind with geotextiles 3 again Ponding in plant hole 1);
S6, drainpipe 7 is buried, vertical opening is reserved in diversion trench 6 last time earth fill, then drainpipe 7 is installed in vertical opening, 7 lower end of drainpipe connect (drainpipe 7 is for temporarily storing ponding) with 6 connection of diversion trench;
S7, remove ponding, with pumping device 8(hand pulling type plastics pumping device) extract drainpipe 7 in ponding.
By the obtained nursery stock discharge structure of the above method, it includes kind of a plant hole 1, and described kind of 1 bottom of plant hole is equipped with Pervious bed 2 is equipped with one layer of planting soil 4 on the pervious bed 2;The side of the pervious bed 2 has dug diversion trench 6, described to lead Chute 6 and pervious bed 2 are located at same level, and connection connects, and are equipped with pervious bed 2 in the diversion trench 6;The water conservancy diversion A drainpipe 7 vertically upward is additionally provided with above slot 6,7 lower end of the drainpipe is connect with 6 connection of diversion trench, the draining 7 upper end of pipe is located in earth's surface.The pervious bed 2 is respectively geotextiles 3, metalling, geotextiles 3 from bottom to up.The metalling Thick 15cm.The 4 thickness 40cm of planting soil.
Described above is only Application Example of the invention, cannot limit the right model of the present invention with this certainly It encloses, therefore according to equivalence changes made by scope of the present invention patent, still belongs to protection scope of the present invention.

Claims (7)

1. one kind in the stronger muck soil of water-retaining property nursery stock water discharge method, it is characterised in that it the following steps are included:
S1, kind of plant hole (1) is dug, excavated kind of plant hole (1), depth is 35-45cm bigger than soil ball (9) height;
S2, pervious bed (2) are laid with, are first laid with geotextiles (3) in kind of a plant hole (1) bottom, one layer of metalling are re-layed, finally broken Geotextiles (3) are laid with above rock layers;
S3, backfill planting soil (4), backfill one layer of planting soil (4) above the geotextiles (3) on pervious bed (2) upper layer;
S4, plantation nursery stock (5), sling nursery stock (5), guarantee that trunk is vertically put into kind of a plant hole (1), backfill on soil ball (9) periphery Cubic metre of earth, soil ball (9) upper surface is 35-45cm higher than kind of plant hole (1) upper surface;
S5, diversion trench (6) are excavated, digs out a diversion trench (6) outward using kind of a plant hole (1) edge as starting point first, it is described to lead Chute (6) and pervious bed (2) are located at same level, and connection connects;Geotextiles (3) are laid in diversion trench (6) bottom again, And one layer of metalling is laid on above-mentioned geotextiles (3), finally metalling is covered with geotextiles (3) again;
S6, drainpipe (7) are buried, vertical opening is reserved in diversion trench (6) last time earth fill, then draining is installed in vertical opening It manages (7), drainpipe (7) lower end is connect with diversion trench (6) connection;
S7, ponding is removed, extracts the ponding in drainpipe (7) with pumping device (8).
2. the nursery stock water discharge method in the stronger muck soil of water-retaining property according to claim 1, it is characterised in that: described broken Rock layers thickness 15cm.
3. the nursery stock water discharge method according to claim 1 or claim 2 in the stronger muck soil of water-retaining property, it is characterised in that: institute State planting soil (4) thickness 40cm.
4. a kind of nursery stock discharge structure, it is characterised in that: it includes kind of plant hole (1), and described kind of plant hole (1) bottom is equipped with permeable Layer (2) is equipped with one layer of planting soil (4) on the pervious bed (2);The side of the pervious bed (2) has dug diversion trench (6), The diversion trench (6) and pervious bed (2) are located at same level, and connection connects, and are equipped in the diversion trench (6) permeable Layer (2);A drainpipe (7) vertically upward, drainpipe (7) lower end and water conservancy diversion are additionally provided with above the diversion trench (6) The connection of slot (6) connection, drainpipe (7) upper end is located in earth's surface.
5. nursery stock discharge structure according to claim 4, it is characterised in that: the pervious bed (2) is respectively from bottom to up Geotextiles (3), metalling, geotextiles (3).
6. nursery stock discharge structure according to claim 5, it is characterised in that: the rubble thickness 15cm.
7. according to nursery stock discharge structure described in claim 4,5 or 6, it is characterised in that: planting soil (4) the thickness 40cm.
CN201810830587.7A 2018-07-26 2018-07-26 The nursery stock water discharge method in the stronger muck soil of water-retaining property Pending CN109006122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810830587.7A CN109006122A (en) 2018-07-26 2018-07-26 The nursery stock water discharge method in the stronger muck soil of water-retaining property

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810830587.7A CN109006122A (en) 2018-07-26 2018-07-26 The nursery stock water discharge method in the stronger muck soil of water-retaining property

Publications (1)

Publication Number Publication Date
CN109006122A true CN109006122A (en) 2018-12-18

Family

ID=64645266

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810830587.7A Pending CN109006122A (en) 2018-07-26 2018-07-26 The nursery stock water discharge method in the stronger muck soil of water-retaining property

Country Status (1)

Country Link
CN (1) CN109006122A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111602552A (en) * 2020-06-05 2020-09-01 苏州悦湖园农业有限公司 Seedling cultivation method for promoting inter-furrow drainage

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101731120A (en) * 2008-11-15 2010-06-16 广东棕榈园林股份有限公司 Hydrophobic drainage method in planting technique
CN203222787U (en) * 2013-04-18 2013-10-02 安徽华艺园林景观生态建设有限公司 Waterfront greenbelt drainage system
CN105064155A (en) * 2015-09-01 2015-11-18 福建省春天园林工程有限公司 High drainage city round-the-city slow way
CN204860257U (en) * 2015-06-12 2015-12-16 上海十方生态园林股份有限公司 Saline and alkaline soil pattern of farming
CN205755886U (en) * 2016-07-06 2016-12-07 上海园林绿化建设有限公司 A kind of arbor plant pit aqueous vapor balanced structure
CN107593363A (en) * 2017-11-07 2018-01-19 广州普邦园林股份有限公司 A kind of south China littoral area Phoenix canariensis method for transplanting
CN207201528U (en) * 2017-08-02 2018-04-10 上海嘉来景观工程有限公司 A kind of clay pattern of farming
CN108112388A (en) * 2017-12-24 2018-06-05 天津市纳斯特科技有限公司 A kind of purification return water kind of a plant hole structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101731120A (en) * 2008-11-15 2010-06-16 广东棕榈园林股份有限公司 Hydrophobic drainage method in planting technique
CN203222787U (en) * 2013-04-18 2013-10-02 安徽华艺园林景观生态建设有限公司 Waterfront greenbelt drainage system
CN204860257U (en) * 2015-06-12 2015-12-16 上海十方生态园林股份有限公司 Saline and alkaline soil pattern of farming
CN105064155A (en) * 2015-09-01 2015-11-18 福建省春天园林工程有限公司 High drainage city round-the-city slow way
CN205755886U (en) * 2016-07-06 2016-12-07 上海园林绿化建设有限公司 A kind of arbor plant pit aqueous vapor balanced structure
CN207201528U (en) * 2017-08-02 2018-04-10 上海嘉来景观工程有限公司 A kind of clay pattern of farming
CN107593363A (en) * 2017-11-07 2018-01-19 广州普邦园林股份有限公司 A kind of south China littoral area Phoenix canariensis method for transplanting
CN108112388A (en) * 2017-12-24 2018-06-05 天津市纳斯特科技有限公司 A kind of purification return water kind of a plant hole structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
芦国超等主编: "《道路与桥梁工程材料》", 30 September 2013, 北京:北京理工大学出版, *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111602552A (en) * 2020-06-05 2020-09-01 苏州悦湖园农业有限公司 Seedling cultivation method for promoting inter-furrow drainage

Similar Documents

Publication Publication Date Title
CN100473271C (en) System engineering method for modifying alkaline land by use of pipe drainage method
CN202496187U (en) Severe saline -alkali area green plant-planting soil layer salt drainage system
CN106961864A (en) The alkaline land improving system and its modification method of a kind of wells connecting with canals
CN106358479A (en) Open trench-concealed conduit combined water discharging and salt reducing method
CN104642054A (en) Construction method for transplanting large-sized northern Chinese scholar trees
CN104563070B (en) A kind of hillside fields rainwater-collecting gravity irrigation system and its construction method on the spot
CN210827501U (en) Greening structure of stock ground rock slope
CN110438999A (en) A kind of deep basal pit slope excavation construction method of rich groundwater
CN105706555B (en) Saline land greening engineering original soil structure-improved and its construction method
CN101003971A (en) Underground drainage installation in farmland
CN109594567A (en) A kind of shotcrete protection rock slope ecological safeguard structure arrangement and its method
CN102383408B (en) Greening method for high water level impermeable saline and alkaline lands and greening system
CN107131002A (en) Adopt the water-retaining method of leakage water resource recharge earth's surface unconsolidated formation in a kind of underground
CN202509511U (en) Protective structure for reinforcing high liquid limit soil side slope
CN201957533U (en) Infiltrating irrigation device for diversifolious poplar root system
CN106120822B (en) A kind of method for protecting support and device that prevent mud stone from coming down
CN110226379A (en) The saline and alkaline region water resource of the automatic dripping irrigation of the structure containing terraced fields, which is regulated and stored, utilizes system
CN109315237A (en) A kind of mine method for greening high precipitous rock slope
CN109479603A (en) Waterproof place planting tree method suitable for park plaza tree battle array
CN211143522U (en) Planting roofing convenient to drainage and irrigation
CN113089695A (en) Landslide body side slope ecological restoration structure and method
CN109006122A (en) The nursery stock water discharge method in the stronger muck soil of water-retaining property
CN105926645B (en) A kind of ecological restoring method of Waste Landfill Site
CN209099438U (en) A kind of light-duty seepage well of Dry Farmland storage rain water drainage
CN204851069U (en) Well equipment is beaten fast to sleeve pipe

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20181218

RJ01 Rejection of invention patent application after publication