CN109601220A - Method for greening quartz high-steep slope in arid and rainless area - Google Patents

Method for greening quartz high-steep slope in arid and rainless area Download PDF

Info

Publication number
CN109601220A
CN109601220A CN201811542115.8A CN201811542115A CN109601220A CN 109601220 A CN109601220 A CN 109601220A CN 201811542115 A CN201811542115 A CN 201811542115A CN 109601220 A CN109601220 A CN 109601220A
Authority
CN
China
Prior art keywords
hole
drilling
distance
bore
greening
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.)
Granted
Application number
CN201811542115.8A
Other languages
Chinese (zh)
Other versions
CN109601220B (en
Inventor
曹艳玲
高明波
吴波
王峰
范振华
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.)
First Geological Brigade of Shandong Provincial Bureau of Geology and Mineral Resources of First Geological and Mineral Exploration Institute of Shandong Province
Original Assignee
First Geological Brigade of Shandong Provincial Bureau of Geology and Mineral Resources of First Geological and Mineral Exploration Institute of Shandong Province
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 First Geological Brigade of Shandong Provincial Bureau of Geology and Mineral Resources of First Geological and Mineral Exploration Institute of Shandong Province filed Critical First Geological Brigade of Shandong Provincial Bureau of Geology and Mineral Resources of First Geological and Mineral Exploration Institute of Shandong Province
Priority to CN201811542115.8A priority Critical patent/CN109601220B/en
Publication of CN109601220A publication Critical patent/CN109601220A/en
Application granted granted Critical
Publication of CN109601220B publication Critical patent/CN109601220B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01BSOIL WORKING IN AGRICULTURE OR FORESTRY; PARTS, DETAILS, OR ACCESSORIES OF AGRICULTURAL MACHINES OR IMPLEMENTS, IN GENERAL
    • A01B79/00Methods for working soil
    • A01B79/02Methods for working soil combined with other agricultural processing, e.g. fertilising, planting
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G22/00Cultivation of specific crops or plants not otherwise provided for
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/22Improving land use; Improving water use or availability; Controlling erosion
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P60/00Technologies relating to agriculture, livestock or agroalimentary industries
    • Y02P60/40Afforestation or reforestation

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Environmental Sciences (AREA)
  • Botany (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Soil Sciences (AREA)
  • Cultivation Of Plants (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Earth Drilling (AREA)

Abstract

The invention relates to a method for greening a quartz high-steep slope surface in an arid and rainless area, which belongs to the field of high-steep slope greening, and is used for increasing the aperture to 300mm in an area with less rainfall, but because the quartz is high in hardness and crisp in property, a drilling machine is seriously abraded, the cost of a direct practical 300mm aperture drilling machine is high, and the construction difficulty is higher.

Description

A kind of high steep slope greening method of drought area quartzite
Technical field
The invention belongs to high gradient slopes to answer green field, green more particularly to a kind of high steep slope of drought area quartzite Change method.
Background technique
High steep quartzy rock feature are as follows: greyish white, sallow, flesh pink, part are aubergine, middle thickness~thick-layer shape, fine and close, Hard, folder lamelliform cinerous, aubergine slate, local slate contain Silty sandstone, and joint plane has sericitization phenomenon, constructs Breccia development.High steep rock slope always is that geological disaster is administered and the difficult point of greening, improvement area's quartzite respective location exist Small crack and joint, high steep rock slope always are the difficult point that geological disaster is administered and afforested, appeared in limestone side in recent years The way of slope punching backfill planting soil greening, achieves good results, due to its lithologic character, in rock moisture self-restraint compared with It is few, it is main after greening still to lean on natural rainfall and rock fracture water, but in drought area, rock and aqueous seldom area Domain, conventional 150mm bore are difficult to the survival rate for guaranteeing to plant green plant.
Summary of the invention
The technical problem to be solved in the present invention is that a kind of high steep slope greening method of drought area quartzite is provided, The method is in the less region hole diameter enlargement of rainfall, to 300mm, but since quartzite hardness is big, property is crisp, to drilling machine Serious wear, and directly the practical aperture 300mm rig cost is high, difficulty of construction is bigger, and the method for the present invention utilizes small-bore drilling machine It is triangular in shape to beat three times, 300mm borehole is completed, at low cost, the time is short, and difficulty of construction reduces significantly, and advantageously In the growth of plant.
The invention adopts the following technical scheme:
A kind of high steep slope greening method of drought area quartzite, the method are specific as follows:
1) it is crept into slope surface with bore 100mm drilling horizontal.
2) brill in second aperture 100mm is crept at first bore edges 80-90mm of lower left distance in first hole First bore edges 80-90mm of central point distance in hole namely second hole;
3) in the right drilling third at the edge 80-90mm in first hole of distance and second hole respectively in second hole The central point in hole, bit diameter 100mm namely third hole respectively the edge in first hole of distance and second hole away from It from equal, and is 80-90mm, it is in equilateral triangle after the line of centres in three holes;
4) the disturbance natural expansion generated in drilling process the extension in each hole, makes three hole connection, and close to circle, Backfill planting soil is simultaneously afforested.
Due to generating tiny crack in drill process, the drilling hole that is generated after three holes are in equilateral triangle and slightly overlapping Diameter is big up to 300mm or more.
The present invention compared with prior art the utility model has the advantages that
The present invention by that, using greening aperture is expanded, can not store rainwater to high steep rock to solve high steep rock crevice less The problem of, simultaneously because the characteristic of high steep rock, hardness is big, and brittleness is high, expansion aperture is directly carried out on quartzy rock, to brill Head abrasion is big, and be easy to cause scar avalanche, this is also the major issue for restricting high steep rock greening always, and the method for the present invention is logical It crosses and replaces a 300mm drilling using three 100mm bores triangular in shape, due to the shock effect in drilling process, rock More more broken than one-step pore-creating, minor fracture suitably increases, and can provide more water sources for the plant later period and be conserved, more Added with the growth for being conducive to plant.
It is at low cost, the time is short and difficulty of construction is small after the method for the present invention replaces bore 300mm with 100mm bore drilling machine 100mm bore drilling machine price is much smaller than the drilling of bore 300mm, needs first to set up scaffold on rock mass in work progress, It is locally fixed temporarily drilling machine on scaffold to be crept into, back pressure is much smaller than bore 300mm in 100mm bore borer drilling procedure Drilling machine, the fixed relatively easy and set time is short, and difficulty of construction is small to also save a large amount of time.
Detailed description of the invention
Fig. 1 drilling punching schematic diagram: d 100mm, D 300mm.
Fig. 2 300mm Completion of Drilling Hole photo;
Fig. 3 300mm bore size photo;
Photo after Fig. 4 300mm drilling greening.
Specific embodiment
Technical solution of the present invention is further explained below by embodiment combination attached drawing, but protection of the invention Range is not limited in any form by embodiment.
Embodiment 1
A kind of high steep slope greening method of drought area quartzite, as shown in Figure 1.The method is specific as follows:
1) it is crept into slope surface with bore 100mm drilling horizontal, as shown in Figure 2.
2) drilling in second aperture 100mm is crept at first bore edges 80mm of lower left distance in first hole, Namely first bore edges 80mm of the central point distance in second hole;
3) third hole is crept at the edge 80mm in first hole of distance and second hole respectively on the right in second hole, Bit diameter is 100mm namely the Edge Distance in the central point in third hole first hole and second hole of distance respectively It is equal, and be 80mm, it is in equilateral triangle after the line of centres in three holes, as shown in Figure 3;
4) the disturbance natural expansion generated in drilling process the extension in each hole, makes three hole connection, and close to circle, Backfill planting soil is simultaneously afforested, as shown in Figure 4.
Embodiment 2
A kind of high steep slope greening method of drought area quartzite, the method are specific as follows:
1) it is crept into slope surface with bore 100mm drilling horizontal.
2) drilling in second aperture 100mm is crept at first bore edges 90mm of lower left distance in first hole, Namely first bore edges 90mm of the central point distance in second hole;
3) third hole is crept at the edge 90mm in first hole of distance and second hole respectively on the right in second hole, Bit diameter is 100mm namely the Edge Distance in the central point in third hole first hole and second hole of distance respectively It is equal, and be 90mm, it is in equilateral triangle after the line of centres in three holes;
4) the disturbance natural expansion generated in drilling process the extension in each hole, makes three hole connection, and close to circle, Backfill planting soil is simultaneously afforested.
Afforestation is carried out to high steep slope rock using above-described embodiment method, administers area's Multi-year average precipitation 550mm or so, annual mean ground temperature is 1479.95mm since 2014.Improvement area's rock lithology is quartzite, and hardness is big, compared with Crisp, Pu Shi rock consolidating coefficient f is 20, larger to the abrasion of drill bit, and is capable of the 300mm of horizontal drilling currently on the market Drilling machine it is less and expensive, difficulty of construction is big, long in time limit, and in order to improve this situation, we are used by test of many times The each drilling of the electronic down-the-hole drill of the KQD100A drilling triangular in shape for making a call to three holes formation bore 300mm is instead of bore 300mm's Water drilling puncher, the drilling machine are suitble to the rock that f is 6-20 to punch, once creep into 1000mm, this depth of pore forming 750m is primary to bore Into can reach depth requirements, this is suitble to drill work.The method of the present invention is more advantageous to the survival of green plant, reduces costs, Reduce the duration, reduce difficulty of construction, achieves extraordinary effect.

Claims (1)

1. a kind of high steep slope greening method of drought area quartzite, it is characterised in that the method is specific as follows:
1) it is crept into slope surface with bore 100mm drilling horizontal.
2) drilling in second aperture 100mm is crept at first bore edges 80-90mm of lower left distance in first hole, First bore edges 80-90mm of central point distance in i.e. second hole;
3) third hole is crept at the edge 80-90mm in first hole of distance and second hole respectively on the right in second hole, Bit diameter is 100mm namely the Edge Distance in the central point in third hole first hole and second hole of distance respectively It is equal, and be 80-90mm, it is in equilateral triangle after the line of centres in three holes;
4) the disturbance natural expansion generated in drilling process the extension in each hole, makes three hole connection, and close to circle, backfill Planting soil is simultaneously afforested.
CN201811542115.8A 2018-12-17 2018-12-17 Method for greening quartz high-steep slope in arid and rainless area Active CN109601220B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811542115.8A CN109601220B (en) 2018-12-17 2018-12-17 Method for greening quartz high-steep slope in arid and rainless area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811542115.8A CN109601220B (en) 2018-12-17 2018-12-17 Method for greening quartz high-steep slope in arid and rainless area

Publications (2)

Publication Number Publication Date
CN109601220A true CN109601220A (en) 2019-04-12
CN109601220B CN109601220B (en) 2021-01-26

Family

ID=66009567

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811542115.8A Active CN109601220B (en) 2018-12-17 2018-12-17 Method for greening quartz high-steep slope in arid and rainless area

Country Status (1)

Country Link
CN (1) CN109601220B (en)

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3087925B2 (en) * 1992-04-17 2000-09-18 光明 山口 Seedling method and seedling vessel for seaweeds using ultra-rigid concrete
JP2002238351A (en) * 2001-02-14 2002-08-27 Takao Kayo Plant growing material and plant growing method
CN101748719A (en) * 2009-12-23 2010-06-23 南京大学 Method of vegetation restoration and reconstruction of bare rock slope in East China
CN102071683A (en) * 2011-02-15 2011-05-25 中交第四公路工程局有限公司 Water drill dug pile construction method
CN102449257A (en) * 2009-05-28 2012-05-09 核心岩土工程有限公司 Method and apparatus for drilling large-diameter hole in ground
CN102498875A (en) * 2011-11-01 2012-06-20 北京师范大学 Method for constructing shrub and grass plant communities on rocky slope and application thereof
EP2851471A2 (en) * 2013-09-24 2015-03-25 RWE Innogy GmbH Building structure, in particular underwater structure of an offshore structure and method for the construction of an offshore building
CN104727330A (en) * 2015-03-16 2015-06-24 三峡大学 Anchor hole based slope afforesting method and system
CN204919570U (en) * 2015-03-16 2015-12-30 三峡大学 System of side slope afforestation based on anchor hole
CN105706677A (en) * 2014-12-22 2016-06-29 天津国瑞蓝天科技有限公司 Greening method for abrupt slope
CN106665167A (en) * 2016-12-31 2017-05-17 武汉工程大学 Rock slope vegetation growth matrix condition recreating method
CN106735387A (en) * 2016-12-27 2017-05-31 广东生益科技股份有限公司 Multiple-plate boring method

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3087925B2 (en) * 1992-04-17 2000-09-18 光明 山口 Seedling method and seedling vessel for seaweeds using ultra-rigid concrete
JP2002238351A (en) * 2001-02-14 2002-08-27 Takao Kayo Plant growing material and plant growing method
CN102449257A (en) * 2009-05-28 2012-05-09 核心岩土工程有限公司 Method and apparatus for drilling large-diameter hole in ground
CN101748719A (en) * 2009-12-23 2010-06-23 南京大学 Method of vegetation restoration and reconstruction of bare rock slope in East China
CN102071683A (en) * 2011-02-15 2011-05-25 中交第四公路工程局有限公司 Water drill dug pile construction method
CN102498875A (en) * 2011-11-01 2012-06-20 北京师范大学 Method for constructing shrub and grass plant communities on rocky slope and application thereof
EP2851471A2 (en) * 2013-09-24 2015-03-25 RWE Innogy GmbH Building structure, in particular underwater structure of an offshore structure and method for the construction of an offshore building
CN105706677A (en) * 2014-12-22 2016-06-29 天津国瑞蓝天科技有限公司 Greening method for abrupt slope
CN104727330A (en) * 2015-03-16 2015-06-24 三峡大学 Anchor hole based slope afforesting method and system
CN204919570U (en) * 2015-03-16 2015-12-30 三峡大学 System of side slope afforestation based on anchor hole
CN106735387A (en) * 2016-12-27 2017-05-31 广东生益科技股份有限公司 Multiple-plate boring method
CN106665167A (en) * 2016-12-31 2017-05-17 武汉工程大学 Rock slope vegetation growth matrix condition recreating method

Also Published As

Publication number Publication date
CN109601220B (en) 2021-01-26

Similar Documents

Publication Publication Date Title
CN103089228B (en) Sand acid fracturing method is taken in the acid of a kind of argillaceous dolomite ground surface crosslinking
Foumier The transition from hydrostatic to greater than hydrostatic fluid pressure in presently active continental hydrothermal systems in crystalline rock
Qun et al. The “fracture-controlled reserves” based stimulation technology for unconventional oil and gas reservoirs
CN101353958B (en) Oil-gas well exploitation temperature control variable mucic acid fracturing method
CN106437662A (en) Hybrid temporary plugging volume fracturing method suitable for deep shale gas horizontal well
CN104963671B (en) A kind of fracturing reform method of High angle from formula well reservoir
CN109667562A (en) Mining body gas well up-down combined universe extraction method
CN106869888B (en) Improve the method for low-permeability oil deposit waterflooding effect
CN112796729B (en) Quasi-dry method liquid supercritical CO 2 Acid fracturing method
CN110259421A (en) Fractured compact oil reservoir water injection energy supplementing method
CN102767353B (en) Comprehensive mining technology of drowned well
CN109162713A (en) A kind of double resource pit mining modes of coal water not changing overlying strata hydrogeologic condition
CN106372377B (en) A kind of fine silt oil reservoir filling anti-sand method
CN105297736A (en) Sequential deepening grouting construction technology and device for soil covering layer on karst cave in karst area
Liao et al. Characteristics of stress release during downhole slotting by high-pressure water jet
CN208718561U (en) A kind of hydrology well drilling operation system
CN107131867A (en) Moderate and Thick Unconsolidated Formation condition seam mining subsidence ratio crossover double wave hereby graceful approximating method
CN109601220A (en) Method for greening quartz high-steep slope in arid and rainless area
Zhang et al. Reservoir characterization of the Odovician oil and gas pools in the Tahe Oilfield, Tarim Basin, Northwest China
CN105986792B (en) Method for improving shallow reservoir recovery ratio
CN106869934B (en) A kind of slip casting recovery method suitable for inclined seam
CN104564010B (en) Underground gasification furnace
Zimmermann et al. Well path design and stimulation treatments at the geothermal research well GtGrSk4/05 in Groß Schönebeck
Ball et al. The use and performance of collector wells within the regolith aquifer of Sri Lanka
CN207498974U (en) Gravity type water jetting at high pressure percussion mechanism

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
GR01 Patent grant
GR01 Patent grant