CN105484273B - A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original - Google Patents

A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original Download PDF

Info

Publication number
CN105484273B
CN105484273B CN201510809860.4A CN201510809860A CN105484273B CN 105484273 B CN105484273 B CN 105484273B CN 201510809860 A CN201510809860 A CN 201510809860A CN 105484273 B CN105484273 B CN 105484273B
Authority
CN
China
Prior art keywords
original
improve
soil moved
side slope
moved
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.)
Active
Application number
CN201510809860.4A
Other languages
Chinese (zh)
Other versions
CN105484273A (en
Inventor
王毅
纪慧宇
冯伟风
任小伟
李治
董浩
栗涛
姚宏亮
刘超
王建伟
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.)
TIANJIN RESEARCH INSTITUTE OF BUILDING SCIENCE Co Ltd
Original Assignee
TIANJIN RESEARCH INSTITUTE OF BUILDING SCIENCE 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 TIANJIN RESEARCH INSTITUTE OF BUILDING SCIENCE Co Ltd filed Critical TIANJIN RESEARCH INSTITUTE OF BUILDING SCIENCE Co Ltd
Priority to CN201510809860.4A priority Critical patent/CN105484273B/en
Publication of CN105484273A publication Critical patent/CN105484273A/en
Application granted granted Critical
Publication of CN105484273B publication Critical patent/CN105484273B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • 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
    • 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

Abstract

The invention discloses the methods that anti-soil moved in improve the original overly moist in a kind of dry spray operation of side slope soil moved in improve the original blocks pipeline, include the following steps:1) improvement soil moved in improve the original is prepared:Sandstone material and vegetable matter are added into aqueous soil moved in improve the original, is uniformly mixed;2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.The method of the present invention reduces agglomeration using the method effective solution dispersion adhesive aggregation particle and matrix wall sticking phenomenon for improving soil moved in improve the original proportioning to reduce viscosity;Reduce the generation of wall sticking phenomenon;Plugging phenomenon in dry spray operation is can effectively prevent, ensures that construction is smoothed out, waste utilization reduces cost so that side slope surface is sowed grass seeds by duster uniformly, ensure that construction speed, and can guarantee the afforestation effect of side slope.

Description

A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original
Technical field
This method is related to a kind of done for side slope and sprays in operation, and the method for preventing overly moist substrate clogging pipeline belongs to highway Protecting slope ecology technical field.
Technical background
Road construction play the role of for expanding economy it is very important, but due to artificially constructing often to nature Environment brings certain negative effect, and especially in mountainous region and hilly country, road construction generally requires to carry out cutting slope to massif Equal operations, influence landform, excavate more.These side slopes excavated not only affect the whole landscape for destroying road, Er Qieduo Number is not in stable state, the destructive behaviors such as regular appearance collapses, rubble slump, landslide, mud-rock flow.Therefore, right In side slope improvement and greening measure be administer these side slopes important means.Using cement as the governance model of main material once It is the important means that side slope is quickly administered, nowadays with China in recent years, increasingly pay attention to ecological afforestation, is built in road and bridge Also begin to attach great importance to the ecological afforestation engineering of excavation slope in if.With being paid more attention to environmental protection, slope ecological is green Chemical conversion is a new bright spot.Seed spraying technology is increasingly becoming the major measure of slope treatment, mainly has in alien earth sparging Dry spray and two kinds of techniques of wet shot, relatively dry spray, wet shot working efficiency is more relatively high, but horizontal and vertical fed distance is all More much shorter than dry spray, wherein the horizontal transport distance of dry spraying construction can reach 200m, but wet shot is generally in 30m or so;Dry spray is hung down Straight fed distance is generally in 50m or so, but wet shot can only achieve 20m.For high gradient slope or larger side slope, wet spraying process Obviously be not suitable for, but when side slope carries out dry spray operation, due to being influenced by factors such as rainfalls, the humidity of soil is glued Degree is big, and plugging phenomenon is serious during sowing grass seeds by duster, and seriously restricts being normally carried out for dry spraying construction, not only delay the duration, waste raw material, Cost is increased, and seriously affects sow grass seeds by duster quality and slope greening situation.
Invention content
The purpose of the present invention is overcoming the problems, such as line clogging present in dry pressure spray process, a kind of dry spray work of side slope soil moved in improve the original is provided Anti- soil moved in improve the original overly moist blocks the method for pipeline in industry.
Technical scheme of the present invention is summarized as follows:
A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original, includes the following steps:
1) improvement soil moved in improve the original is prepared:Sandstone material and vegetable matter are added into aqueous soil moved in improve the original, is uniformly mixed, it is described The mass ratio of aqueous soil moved in improve the original, sandstone material and vegetable matter is 70%-91%:4%-15%:5%-15%;It is described to contain boatman Soil is 20%~60% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
The mass ratio of aqueous soil moved in improve the original, sandstone material and vegetable matter is preferably 84%:8%:8%;The aqueous soil moved in improve the original Containing water quality be 36.5%;
Sandstone material is rubble, Machine-made Sand, haydite or zeolite.
Vegetable matter is cavings, sawdust, rice straw end, broomcorn straw end or maize straw end.
Advantages of the present invention:
The method of the present invention disperses adhesive aggregation particle and matrix wall sticking phenomenon using the method effective solution for improving soil moved in improve the original proportioning, To reduce viscosity, reduction agglomeration;Reduce the generation of wall sticking phenomenon;Plugging phenomenon in dry spray operation is can effectively prevent, Ensure that construction is smoothed out, waste utilization reduces cost so that side slope surface is sowed grass seeds by duster uniformly, ensure that construction speed, and can protect The afforestation effect of side slope is demonstrate,proved.
Specific implementation mode
In order to better illustrate the content of present invention, it is described in detail and invents with reference to specific embodiment.It is all not depart from this hair Bright purpose and main idea, any combination and variation within the scope of the claims are formed by similar other implementation forms and belong to Range according to the present invention.
Soil moved in improve the original refers to that non-locality is primary, is used to replace the nonlocal soil of sedendary soil by other places in-migration, typically refers to quality Good loam (sandy loam) or artificial soil further needs exist for the substances such as the agent of addition granule, fiber, organic fertilizer, has to bring up It is certain thickness that there is resistance to rainwater, wind to corrode, securely ventilative, or more preferably porous stable soil knot similar with natural table soil Structure.
Embodiment 1
A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original, includes the following steps:
1) improvement soil moved in improve the original is prepared:Rubble and cavings are added into aqueous soil moved in improve the original, is uniformly mixed, the aqueous soil moved in improve the original, The mass ratio of rubble and cavings is 84%:8%:8%;The aqueous soil moved in improve the original is 36.5% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
Embodiment 2
A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original, includes the following steps:
1) improvement soil moved in improve the original is prepared:Machine-made Sand and sawdust are added into aqueous soil moved in improve the original, is uniformly mixed, it is described to contain boatman The mass ratio of soil, Machine-made Sand and sawdust is 70%:15%:15%;The aqueous soil moved in improve the original is 60% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
Embodiment 3
A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original, includes the following steps:
1) improvement soil moved in improve the original is prepared:Haydite and rice straw end are added into aqueous soil moved in improve the original, is uniformly mixed, it is described to contain boatman Soil, haydite and the mass ratio at rice straw end are 91%:4%:5%;The aqueous soil moved in improve the original is 30% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
Embodiment 4
A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original, includes the following steps:
1) improvement soil moved in improve the original is prepared:Zeolite and broomcorn straw end are added into aqueous soil moved in improve the original, is uniformly mixed, it is described aqueous The mass ratio of soil moved in improve the original, zeolite and broomcorn straw end is 80%:15%:5%;The aqueous soil moved in improve the original is 20% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
Embodiment 5
A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original, includes the following steps:
1) improvement soil moved in improve the original is prepared:Rubble and maize straw end are added into aqueous soil moved in improve the original, is uniformly mixed, it is described aqueous The mass ratio of soil moved in improve the original, rubble and maize straw end is 87%:7%:6%;The aqueous soil moved in improve the original is 36.5% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
In the experiment for carrying out soil moved in improve the original improvement, the germination percentage of seed is tested respectively, data are shown in Table 1.
Table 1
In experiment, related experiment has all been carried out using adaptability herbaceous plant English ryegrass and Festuca Arundinacea.Due to incorporation After sandstone material and vegetable matter, soil moved in improve the original is uniformly mixed, and density reduces, germination preferably, so spraying rear germination percentage There is different degrees of raising.
When plugging wall sticking phenomenon occurs, soil moved in improve the original matrix is typically in the range of containing water quality between 20%~60%, in stirring In the process, there is a large amount of agglomerated particle, waste raw material, while serious plugging wall sticking phenomenon occur during sowing grass seeds by duster, influence Construction is smoothed out.
When mixing the soft materials such as sandstone hard material and cavings, sawdust, sandstone material can destroy in whipping process The grain size of adhesive aggregation phenomenon between soil, sandstone material is less than the maximum particle diameter requirement for equipment of gushing.
Vegetable matter has water absorbing properties, can bulk matrix, reduce substrate water content by water absorbing properties and disperse Matrix granule, guarantee, which is sowed grass seeds by duster, to be smoothed out, and being typically chosen is advisable with powdered.
Experiment:
1) side slope is tested on the right side of your the tenth bid section of hundred road of Anxin area.
Side slope belongs to low middle mountainous region looks, ROCK MASS JOINT cranny development, rock crushing on the right side of the tenth bid section of hundred roads;Road is filled out Digging is smaller, and landform nature longitudinal slope is relatively slow, slope natural stability, and stability of slope problem is not present after road excavation, but due to quick-fried It is broken to cause side slope surface layer rock crack broken.Meanwhile side slope multi-step is excavated in construction, ensures slope stability.But by Complex in rock mass structure, step is not regular smooth enough.
Side slope slope foot width 102m, vertical height 52m, top of the slope to slope foot length is 59.4m.The side slope gross area is about 4980m2, 56.4 ° of whole angle, slope surface excavate two steps, be divided into three sections, middle and lower part slope surface angle is distributed between 65~75 °, Top slope surface angle>80 °, near vertical.
2) since by influences such as rainfalls, aqueous soil moved in improve the original moisture content is 36.5%;
Prepare improvement soil moved in improve the original:Rubble and cavings are added into aqueous soil moved in improve the original, is uniformly mixed, aqueous soil moved in improve the original, rubble and The mass ratio of cavings is 84%:8%:8%;Improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope.
Dry spray operation is carried out using the aqueous soil moved in improve the original control group for not mixing sandstone and cavings simultaneously, the results are shown in Table 2.
It operates 5 days altogether.Every workday is 8 hours.
Table 2
Control group Embodiment 1 Embodiment 5
Scrap rate 5.6% 0.34% 0.21%
Average every workday plugging number 8.2 1 0.4
Average every workday normal spraying time (hour) 2.60 7.67 7.88
Note:Scrap rate refers in the soil moved in improve the original mixed according to the ratio, can not pass through the visitor of hydroseeder sieve since particle is excessive Native agglomerated particle.According to hydroseeder specification different from, the equipment requirement particle diameter used in experiment is not more than granular size 20mm belongs to waste material more than 20mm.
From, as can be seen that after using improvement soil moved in improve the original, scrap rate is substantially reduced, while plugging number is big in above-mentioned experimental data Width reduce so that can ensure 7 normal spraying times more than hour in a working day, ensure that construction it is smooth into Row.
The above description of test is done present method solves pipeline is blocked present in current dry pressure spray process without influencing Pressure spray process is normally carried out, while improving construction efficiency, when the dry spray operation of side slope in a kind of preferable technology.

Claims (2)

1. anti-soil moved in improve the original overly moist blocks the method for pipeline in a kind of dry spray operation of side slope soil moved in improve the original, it is characterized in that including the following steps:
1) improvement soil moved in improve the original is prepared:Sandstone material and vegetable matter are added into aqueous soil moved in improve the original, is uniformly mixed, it is described aqueous The mass ratio of soil moved in improve the original, sandstone material and vegetable matter is 70%-91%:4%-15%:5%-15%;The aqueous soil moved in improve the original It is 20%~60% containing water quality;
2) improvement soil moved in improve the original is sprayed on by road by the dry pressure spray process of soil moved in improve the original in massif side slope;
The sandstone material is rubble, Machine-made Sand, haydite or zeolite;
The vegetable matter is cavings, sawdust, rice straw end, broomcorn straw end or maize straw end.
2. according to the method described in claim 1, it is characterized in that the quality of the aqueous soil moved in improve the original, sandstone material and vegetable matter Than being 84%:8%:8%;The aqueous soil moved in improve the original is 36.5% containing water quality.
CN201510809860.4A 2015-11-20 2015-11-20 A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original Active CN105484273B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510809860.4A CN105484273B (en) 2015-11-20 2015-11-20 A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510809860.4A CN105484273B (en) 2015-11-20 2015-11-20 A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original

Publications (2)

Publication Number Publication Date
CN105484273A CN105484273A (en) 2016-04-13
CN105484273B true CN105484273B (en) 2018-07-24

Family

ID=55671519

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510809860.4A Active CN105484273B (en) 2015-11-20 2015-11-20 A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original

Country Status (1)

Country Link
CN (1) CN105484273B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109041691A (en) * 2018-08-13 2018-12-21 紫金矿业集团股份有限公司 Utilize the method for repairing mining area abrupt slope of sowing grass seeds by duster in lime with body refuse machinery
CN109463180A (en) * 2018-09-05 2019-03-15 重庆交通大学 Method
CN109699434A (en) * 2018-11-21 2019-05-03 昆明理工大学 A kind of alien earth sparging substrate for the greening of rock abrupt slope

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1736140A (en) * 2005-07-28 2006-02-22 沈阳金柏园林景观工程有限公司 Method for recovering vegetation on rock dome in north region
CN101696574A (en) * 2009-10-30 2010-04-21 河南国网宝泉抽水蓄能有限公司 Ecological protection method for high steep side slope
CN103122641A (en) * 2012-12-21 2013-05-29 陕西红叶园林绿化设计工程集团有限公司 Slope reinforced structure and reinforcing method thereof
CN103798047A (en) * 2014-02-27 2014-05-21 黄鹤平 Greening spray planting method
CN104045447A (en) * 2014-06-04 2014-09-17 武汉橄石代环境资源科技有限公司 Making method of foreign soil spraying matrix

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1736140A (en) * 2005-07-28 2006-02-22 沈阳金柏园林景观工程有限公司 Method for recovering vegetation on rock dome in north region
CN101696574A (en) * 2009-10-30 2010-04-21 河南国网宝泉抽水蓄能有限公司 Ecological protection method for high steep side slope
CN103122641A (en) * 2012-12-21 2013-05-29 陕西红叶园林绿化设计工程集团有限公司 Slope reinforced structure and reinforcing method thereof
CN103798047A (en) * 2014-02-27 2014-05-21 黄鹤平 Greening spray planting method
CN104045447A (en) * 2014-06-04 2014-09-17 武汉橄石代环境资源科技有限公司 Making method of foreign soil spraying matrix

Also Published As

Publication number Publication date
CN105484273A (en) 2016-04-13

Similar Documents

Publication Publication Date Title
CN103348831B (en) The husky body of modification
CN103265361B (en) Macromolecular aggregate plant growth substrate and preparation method thereof
CN109534737A (en) A kind of administering method for improveing soil matrix and its Green Mine
CN103270881B (en) Rapid ecological restoration method for rock-soil side slopes
CN112195940B (en) Ecological protection structure suitable for uneven rock slope in hollow and construction method
CN101696574A (en) Ecological protection method for high steep side slope
CN107700429A (en) The anti-runoff of side slope washes away erosion device and the anti-runoff of side slope washes away corrosion method
CN103924605A (en) Sash girder ecological slope protection structure and construction method thereof
CN103229644A (en) Double-layer spray-seeding method of alien soil matrix and water-retaining agents for recovering rock slope vegetations
CN103348830B (en) Plant type modified sandy soil is utilized to administer the method for sand ground
CN105484273B (en) A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original
CN104106324A (en) Tailing pond reclamation greening method
Wang et al. A sand control and development model in sandy land based on mixed experiments of arsenic sandstone and sand: A case study in Mu Us Sandy Land in China
CN108513874A (en) A kind of hillock side slope anti-erosion method for recovering vegetation
CN103348798B (en) Sand control method using modified sand soil for tree planting
CN103194241A (en) Polymer aggregation agent for high order aggregate spray seeding greening, and preparation method thereof
CN104770257A (en) Method for recovering vegetation through micropore thin films
CN104947693B (en) A kind of method that utilization plant coiled material carries out high gradient slope revegetation
CN107439320A (en) A kind of greening method of concordant limestone breakage mountain body
CN103348836B (en) Modified sandy soil is utilized to administer the method for sand ground
CN109699434A (en) A kind of alien earth sparging substrate for the greening of rock abrupt slope
CN206815352U (en) The side slope mechanism of one species loam matrix
CN103352459B (en) The method utilizing modified husky body Desert Control
CN103348835B (en) The method utilizing modified husky physical culture tree Desert Control
KR101283514B1 (en) Restoration method based on reinforecment and organic vegetation material

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant