CN103857749B - Surface stabilizer and application thereof - Google Patents

Surface stabilizer and application thereof Download PDF

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Publication number
CN103857749B
CN103857749B CN201280049432.0A CN201280049432A CN103857749B CN 103857749 B CN103857749 B CN 103857749B CN 201280049432 A CN201280049432 A CN 201280049432A CN 103857749 B CN103857749 B CN 103857749B
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China
Prior art keywords
soil
stable composition
methods described
stable
monomer
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Expired - Fee Related
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CN201280049432.0A
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Chinese (zh)
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CN103857749A (en
Inventor
迈克尔·加文·班尼特
安德鲁·肯尼思·班尼特
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PMB TECHNOLOGIES Pty Ltd
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PMB TECHNOLOGIES Pty Ltd
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Priority claimed from AU2011904126A external-priority patent/AU2011904126A0/en
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Publication of CN103857749A publication Critical patent/CN103857749A/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/005Methods or materials for repairing pavings
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F257/00Macromolecular compounds obtained by polymerising monomers on to polymers of aromatic monomers as defined in group C08F12/00
    • C08F257/02Macromolecular compounds obtained by polymerising monomers on to polymers of aromatic monomers as defined in group C08F12/00 on to polymers of styrene or alkyl-substituted styrenes
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F265/00Macromolecular compounds obtained by polymerising monomers on to polymers of unsaturated monocarboxylic acids or derivatives thereof as defined in group C08F20/00
    • C08F265/04Macromolecular compounds obtained by polymerising monomers on to polymers of unsaturated monocarboxylic acids or derivatives thereof as defined in group C08F20/00 on to polymers of esters
    • C08F265/06Polymerisation of acrylate or methacrylate esters on to polymers thereof
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L51/00Compositions of graft polymers in which the grafted component is obtained by reactions only involving carbon-to-carbon unsaturated bonds; Compositions of derivatives of such polymers
    • C08L51/003Compositions of graft polymers in which the grafted component is obtained by reactions only involving carbon-to-carbon unsaturated bonds; Compositions of derivatives of such polymers grafted on to macromolecular compounds obtained by reactions only involving unsaturated carbon-to-carbon bonds
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • C08L95/005Aqueous compositions, e.g. emulsions
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/14Soil-conditioning materials or soil-stabilising materials containing organic compounds only
    • C09K17/18Prepolymers; Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/14Soil-conditioning materials or soil-stabilising materials containing organic compounds only
    • C09K17/18Prepolymers; Macromolecular compounds
    • C09K17/20Vinyl polymers
    • C09K17/22Polyacrylates; Polymethacrylates
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/14Soil-conditioning materials or soil-stabilising materials containing organic compounds only
    • C09K17/18Prepolymers; Macromolecular compounds
    • C09K17/34Bituminous materials
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K3/00Materials not provided for elsewhere
    • C09K3/22Materials not provided for elsewhere for dust-laying or dust-absorbing
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/26Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/36Coherent pavings made in situ by subjecting soil to stabilisation

Abstract

The present invention is related to stablizing the system of earth material.Specifically, present invention is directed to the stable or system of combination road or pavement building soil, it can improve vehicle by although the scope of the invention is not limited to this.The present invention can be used for other materials that is stable or combining to include mineral, rock, gather materials and biological substance.Present invention may also apply to pot hole reparation or suppress dust granule, or crack closure, or the sealing of the coating or pitch of pavement, bottom, sand or individual layer or bilayer.

Description

Surface stabilizer and application thereof
Technical field
The present invention is related to stablizing the system of earth material.Specifically, the present invention for stabilization or combines road or people The system of trade building soil, it can improve vehicle by although the scope of the invention is not limited to this.The present invention can be used for Other materials that is stable or combining includes mineral, rock, gathers materials and biological substance.Present invention may also apply to pot hole reparation or Suppress the close of dust granule, crack closure, or pavement, bottom (prime), sand or individual layer or double cover layer or pitch Envelope.
Background
The use of cobblestone is one of road or pavement building earliest form.Cobblestone is circular small stone, embedded in sand It is combined together in son or with plaster.Cobblestone has the advantage than non-cobblestone passage or road, can such as be used with the rainy day, no Rut can be formed.But the person's character of cobblestone is formed surface irregularity, there is very high abrasion to the vehicle by surface With tear.
In order to overcome the problem of related to cobblestone also to use slabstone.With circular cobblestone and its out-of-flatness table of formation Face is different, and slabstone is square stone, and shape and surface are opposed flattened, the pattern that paving is got up in rule.Therefore the surface formed It is more smooth than cobblestone surface, have as cobblestone can in wet weather use, do not form the advantage of rut, but with goose ovum Stone is lower compared to abrasion and the degree of tearing.
Since 20th century, pitch has been commonly used for surfacing.Pitch bonding agent in pitch enables pitch by larger Environmental activity still keeps complete.Pitch directly can be layered on subsoil, but is generally layered on gravel base.The thickness of gravel base depends on In the property of subsoil., it is necessary to sufficiently thick gravel when subsoil is very soft or is amenable to expand and/or shrinks such as during rich clay Base fully supports pitch.Cement may also be needed to stablize subsoil.
The many areas of development country are difficult sensible due to lacking the road completed.Traditional road needs to build plurality of layers, this Only it is a part for time-consuming process.The process includes preparing underlayment, with roadbed bedding, layer overlay blackbase, finally spreads Last layer asphalt surface course.The process not only takes, and cost is high, it is also possible to is difficult to lay, especially surface is not naturally Stable area or road build the difficult area for building landform in.
Merely desire to build road temporarily in some cases, but need in its service life to deal with heavy vehicular traffic and bear Lotus.Therefore, even temporary road is also required to energy, all-weather is sensible.Traditional road is in heavy rain and needs to safeguard after the megathermal period.Phase Instead, conventional pav may also be caused to destroy when long-term dry weather or low temperature, maintenance cost is increased.
Therefore need to build cost-effective road for outlying grass roots.
For one of the object of the invention to provide the system of stable soil, it can overcome or improve one or more above-mentioned to ask Topic or defect, or at least consumer provides a kind of useful selection.
The content of the invention
On the one hand the invention provides a kind of stable composition, it includes at least one monomer material and at least one high score Homogeneous aqueous's emulsion of sub- material.
On the other hand the invention provides a kind of method for stablizing a certain amount of soil, this method include by a kind of stabilizer with The step of a certain amount of soil merges;The stable composition includes at least one monomer material and at least one high polymer material Homogeneous aqueous's emulsion.
For in a first aspect, the monomer material can be the monomer based on acrylate, such as acrylate or benzene second Alkene acrylate.Other monomer material can be the monomer based on butadiene, such as styrene butadiene.
The high polymer material of the composition can be homopolymer, such as polyacrylate;Either copolymer, such as styrene Butadiene rubber, carboxylated styrene butadiene rubber, the aqueous solution of natural rubber latex or synthetic latex.It is preferable to carry out in one kind In scheme, the high polymer material is crosslinked polystyrene divinylbenzene.
Homogeneous aqueous's emulsion of monomer material and high polymer material can include additive, such as polyethers-ethoxylated nonyl Phenol carrys out stable emulsion.
The stable composition of the present invention can include the monomer material of any proper proportion and the water-based emulsion of high polymer material.It is excellent The ratio of choosing, monomer material and high polymer material is 0.1:1-6:In the range of 1 (w/w).More preferably the present invention is stable The ratio of monomer material and high polymer material is 0.8 in composition:1-1.3:In the range of 1 (w/w).Therefore the stable combination of the present invention The ratio of monomer material and high polymer material can be 0.8 in thing:1、0.9:1、1:1、1.1:1、1.2:1 or 1.3:1.
The present invention is stable, and composition also can further include flocculating agent.Flocculating agent is public for preparing thin polymer film field Know, and conventional use in the field, because it is easy to evaporate, make resulting polymers film " solidification ".The stable group of the present invention Known any flocculating agent in the field can be used in compound.Preferably, flocculating agent is glycol ether, such as TMPD Dan Yi Butyrate.
The present invention is stable, and composition is selectively included a kind of defoamer.Can use it is in the art it is any it is appropriate Know defoamer, such as based on hydrocarbon and nonionic surface active agent such asNXZ or similar defoamer.Of the present invention group Defoamer present in compound enters when composition can be made to mix and transport without air, and the air of entrance can influence composition Use.
The stable composition of the present invention further can also optionally include a kind of bactericide.The presence of bactericide can be with Microorganism will not be grown in ensuring composition in due course.Thus bactericide extends the pot-life of stable composition.Kill Microbial inoculum can be with known any bactericide in field, such as methylisothiazolinone and BIT (methyl and Benzisothiazolineone mixture (Acticide)TM) or similar bactericide MBS.
In order that stable composition is smoothly applied, dispersant can be added.Carboxylation of styrene-butadiene copolymer it is thin Scattered aqueous dispersion (Lipaton SB 4520) or similar dispersant are exactly one of example of appropriate dispersant.
Preferentially, the stable composition of the present invention includes 40-60%w/w water, 5-30%w/w high polymer materials, 5-30%w/w Monomer material, 0.1-0.5%w/w defoamers, 0-10%w/w flocculating agents and 0.1-2%w/w bactericide.It is particularly preferably steady Determine composition and include 44-50%w/w water, 20-25%w/w high polymer materials, 20-25%w/w monomer materials, 0.1-0.5%w/w Homogeneous aqueous's emulsion of defoamer, 1-3%w/w flocculating agents and 0.5-2%w/w bactericide.
The present composition can also additionally comprise a kind of anion asphalt emulsion.Preferably include a kind of anion pitch Emulsion compositions also include one or more plasticisers, to help anion asphalt emulsion and monomer material and high polymer material Water-based emulsion combines.Known any appropriate plasticiser in field can be used, including but not limited to dibenzoate plastifies Agent such as K-FlexTMDibenzoate plasticiser.
Therefore the stable composition of the present invention can include 40-60%w/w water, 5-30%w/w high polymer materials, 5-30%w/ W monomer materials, 0.1-0.5%w/w defoamers, 0-10%w/w flocculating agents, 40-60%w/w pitches, 1-10%w/w plasticisers and 0.1-2%w/w bactericide.Particularly preferably stable composition include 40-50%w/w water, 10-15%w/w high polymer materials, 10-15%w/w monomer materials, 0.1-0.5%w/w defoamers, 1-3%w/w flocculating agents, 45-55%w/w pitches, 1-10%w/w Plasticiser and 0.5-2%w/w bactericide.
It is prepared by temperature of the stable composition of the present invention between about 0 DEG C to about 70 DEG C.The preferably stable combination of the present invention It is prepared by temperature of the thing between about 5 DEG C to about 60 DEG C.Therefore the stable composition of the present invention can about 5 DEG C, 10 DEG C, 15 DEG C, 20 DEG C, 25 DEG C, 30 DEG C, 35 DEG C, 40 DEG C, 45 DEG C, 50 DEG C, prepare in the case of 55 DEG C or 60 DEG C.
As for the second aspect of the present invention, the soil that can stablize can be from gravel (can also be further separated into coarse gravel, Moderate gravel or fine sand gravel) sand (rough sand or fine sand) is arrived to mud and any type soil of clay.The soil of these types Each has its specific characteristics so that being difficult to stabilization according to former method.
For example, clay is well-known is difficult to stably, because its plasticity index (PI) is high.In the past in order to stable viscous Soil need to add granular materials such as sand to reduce PI.Also lime and cement can be added in clay to reduce PI.But need big Such additive of amount just can drop to clay PI and be enough stable degree.This is not only very time-consuming, also increases stable clay Cost.Therefore, road is built on loam mould soil in the past, even makeshift road, its cost is not only high but also very time-consuming.
The stable composition of homogeneous aqueous's emulsion comprising at least one monomer material and at least one high polymer material can To be added in a certain amount of soil, the soil can be used to test (such as lab analysis) and/or the stable combination of optimization The soil sample of thing, or stable ground surface is needed, if desired for the ground for building road or pavement.
Preferably temperature of the stable composition of the present invention between about 0 DEG C to about 70 DEG C is added in soil.Preferably It is that temperature of the stable composition of the present invention between about 5 DEG C to about 60 DEG C is added in soil.Therefore the stable composition of the present invention It can add in the case of about 5 DEG C, 10 DEG C, 15 DEG C, 20 DEG C, 25 DEG C, 30 DEG C, 35 DEG C, 40 DEG C, 45 DEG C, 50 DEG C, 55 DEG C or 60 DEG C Enter into soil.
After stablizing in composition addition soil, soil and composition can be mixed.Any mixing can be used Method.When soil is to need stabilization to be mixed with machine is stablized to the ground surface of desired depth, such as build road often Advise the stable machine used.Furthermore it is possible to mixed with land leveller.Stable composition also can use mixer to be added in soil in addition.
Methods described, which can include, repeats that the step of composition is applied to soil will be stablized, and stability is reached required water It is flat.Different according to the soil of required stabilization, this method can include the stable composition that application once arrives about 50 times.
In order that the present invention is more readily understood and practical application, only illustrate one by way of examples now with reference to accompanying drawing Or multiple preferred embodiments.
Brief description
Fig. 1 is clay particle schematic diagram.
Fig. 2 is the schematic diagram of multiple clay particles, illustrates the relation between particle and related moisture content.
Fig. 3 is the stable clay particle schematic diagram of composition according to one embodiment of the present invention.
Fig. 4 is clay particle schematic diagram shown in Fig. 3, is further stablized by the composition of an embodiment of the invention.
Fig. 5 is that the composition of a foundation embodiment of the invention stablizes multiple clay particle schematic diagrames.
The detailed description of preferred embodiment
With reference first to Fig. 1, it illustrates clay particle 10, shows the high negative electrical charge of surface band of particle 10.The height of particle 10 is born Charged surface is the natural attractant of cation, cation sodium as present in the surface water, potassium, calcium.Result is clay particle 10 Form adsorbed water layer 12.
Multiple clay particles 10 are as shown in Figure 2.Each clay particle 10 has adsorbed water layer 12.In addition, adjacent viscous Also there is moisture 14 between soil particle 10, clay particle is secured in place by surface tension.Finally clay particle 10 it Between hole in also have capillary water 16.This figure illustrates in clay particle and the position of ambient water and content.With clay particle 10 The volume of related water refers to the energy that can fully absorb and retain moisture within and around clay when clay is exposed to water Power.Generation significantly expansion is one of the main reason for clay is particularly difficult to processing after clay is exposed to water.
Schematic diagram by a kind of stable clay particle 10 of composition of the present invention is as shown in Figure 3.Clay particle 10 is natural With high negative electrical charge, but the water layer (as shown in Figure 1) being typically found in around clay particle 10 is stable via one layer of present invention Composition 18 substitutes.Stable composition layer 18 effectively form thin polymer film around clay particle 10.Polymeric membrane 18 Clay particle 10 is neutralized in the presence of effective, therefore moisture content is no longer adsorbed in clay particle 10, thus make moisture to clay particle 10 Influence to minimize.
The further stabilization of Fig. 3 clay particles 10 is as shown in Figure 4.Clay particle 10 is by the stable composition of the present invention After the incipient stability that formed polymer film 18 is contacted with clay particle 10, further handled with the stable composition of the present invention, Second layer polymer film 20 is formd around first layer polymer film 18.It can repeat to stabilize clay particle 10 and the present invention is steady The process-exposed of composition is determined, untill reaching required maintenance level.Number of processes depends on many factors, including institute Handle cation exchange capacity (CEC) (CEC) (the negatively charged more high then exchange capacity of clay institute is stronger), the clay particle of clay particle The content of surrounding moisture and required degree of stability.
Effect of one group of clay particle 10 after stable handle is as shown in Figure 5.In this schematic diagram, clay particle 10 passes through The multi task process of stable composition of the invention.First processing is that the water around each clay particle 10 is substituted for the first strata Compound film 18.Further processing to clay particle 10 causes then to increase second layer polymer film 20, clay particle 10 it Between (replace adjacent particle between moisture) tie-point formed and combine film 22, and pore polymer 24 (replacement clay particle 10 it Between capillary water in hole).
Therefore first layer polymer film 18 helps effectively to neutralize clay particle 10, there is provided the first order is stable.The second layer Polymer film 20, each contribute to clay particle 10 with reference to film 22 and pore polymer 24 and be combined together, so as to provide the second level It is stable.
By to after being generally described of the present invention, the non-limiting example of the stable composition of the present invention is given below And its preparation and application.
Embodiment 1
Styrene-acrylate monomer, S400 resins (a kind of crosslinked polystyrene divinylbenzene) and water one react simultaneously Homogeneous aqueous's emulsion polymer system is stably formed with polyethers ethoxylated nonylphenol.Then add in the following order it is following into Point:Defoamer comprising hydrocarbon and nonionic surface active agent, using carboxylation of styrene-butadiene copolymer as the water-based of dispersant Dispersion liquid, as the TMPD mono isobutyrate of flocculating agent, and containing methylisothiazolinone and benzisothiazole The bactericide of the mixture of ketone.After often adding a kind of composition to homogeneous aqueous's emulsion, mixture, which is sufficiently mixed, ensures that each component is equal Even distribution.
Final composition includes 0.1-0.5%w/w defoamers, 0-10%w/w flocculating agents, 0.1-2%w/w bactericide, 5- Homogeneous aqueous's emulsion of 30%w/w styrene monomers, 5-30%w/w S400 resins and 40-60%w/w water.
Embodiment 2
Styrene-acrylate monomer, S400 resins (a kind of crosslinked polystyrene divinylbenzene) and water one react simultaneously Homogeneous aqueous's emulsion polymer system is stably formed with polyethers ethoxylated nonylphenol.Then add in the following order it is following into Point:Defoamer comprising hydrocarbon and nonionic surface active agent, using carboxylation of styrene-butadiene copolymer as the water-based of dispersant Dispersion liquid, as the TMPD mono isobutyrate of flocculating agent, containing methylisothiazolinone and BIT The bactericide of mixture.After often adding a kind of composition to homogeneous aqueous's emulsion, mixture, which is sufficiently mixed, ensures that each component is uniformly divided Cloth.
Final composition includes 0.1-0.5%w/w defoamers, 0-10%w/w flocculating agents, 0.1-2%w/w bactericide, 5- 30%w/w styrene monomers, 5-30%w/w S400 resins, 40-60%w/w pitches, 1-10%w/w plasticisers and 40- Homogeneous aqueous's emulsion of 60%w/w water.
Therefore the invention provides the stable composition that mud particles are closed with polymer film.The stable composition so as to Make soil stable in a manner of reducing or suppress it to water adsorption.Stable mud particles again can not be serious when being exposed in water Expansion, and go water removal when will not also shrink.
The stable composition of the present invention also plays further stable work to mud particles after the multiple application present composition With.It is extra to apply between particulate polymers into foring polymer film in the air pocket between polymer film and particle. Therefore, it is different from the road and pavement built using conventional method with traditional material, soil is stablized by the present composition The road and pavement built are not influenceed by water, thus can keep more long, and need not largely be safeguarded.
Further, since the moisture content within and around mud particles has been removed, built using the stable composition of the present invention Road and pavement are independent of temperature variations.It can thus change being readily subject to the seasonal temperature difference with seasonal rainfall greatly Road and pavement are built in big area.
It can therefore be seen that what type of soil is based on regardless of the pavement or road built, it is provided by the invention Composition can be created in pavement or road construction it is water-fast can restore pass through surface.
Only the general description present invention, those skilled in the art are easy to make various amendments and changed for above-mentioned embodiment Become.The present invention can put into practice and complete in different forms in other embodiments.It should be understood that terms used herein only with For the purpose of description, it is impossible to think to be made that limitation.
The variant of terms used herein "comprising" and the term such as " comprising " or " containing " represent to include used whole Count but be not precluded from other integers, only the exclusiveness of context or term is explained using needs.
It is any to refer to that not recognize that disclosure forms Australia in the publication cited in this specification domestic General knowledge.

Claims (14)

1. a kind of method of stable certain amount soil, this method comprise the following steps:(i) by a kind of stable composition and necessarily The step of soil combines is measured, wherein, the stable composition includes at least one monomer material and at least one high polymer material Homogeneous aqueous's emulsion;The monomer material is selected from the monomer based on acrylate, the monomer based on butadiene, the macromolecule Material is selected from polyacrylate, styrene butadiene ribber, carboxylated styrene butadiene rubber, caoutchouc latex, synthesis breast Glue and crosslinked polystyrene divinylbenzene, wherein at least one monomer material and at least one high polymer material using weight ratio as 0.1:1-6:1 is present;(ii) the step of stable composition being mixed with the soil;The step of mixing, is with stablizing machine Carry out, carried out with mixer or carried out in the original location with land leveller;And (iii) product for obtaining step (ii) with it is certain in addition The step of stable composition that the step of amount (i) limits merges.
2. claim 1 methods described, wherein mix the stable composition and the mixture obtained by the soil with it is another The step of outer a certain amount of stable composition merges, i.e. repeat step (iii) 1 to 50 time.
3. the methods described of claim 1 or 2, wherein the soil of the needs stabilization is coarse gravel, median size gravel or fine sand Gravel.
4. the methods described of claim 1 or 2, wherein the soil of the needs stabilization is rough sand or fine sand.
5. the methods described of claim 1 or 2, wherein the soil of the needs stabilization is mud or clay.
6. the methods described of claim 1 or 2, wherein the stable composition is added in the soil between 0 DEG C to 70 DEG C.
7. claim 6 methods described, wherein the stable composition is added in the soil between 5 DEG C to 60 DEG C.
8. a kind of method of stable certain amount soil, this method comprise the following steps:(i) by a kind of stable composition and necessarily Measure the step of soil combines, wherein, the stable composition include at least one monomer material, at least one high polymer material with A kind of and homogeneous aqueous's emulsion of anion asphalt emulsion;The monomer material is selected from the monomer based on acrylate, based on fourth The monomer of diene, the high polymer material are selected from polyacrylate, styrene butadiene ribber, carboxylated styrene butadiene rubber Glue, caoutchouc latex, synthetic latex and crosslinked polystyrene divinylbenzene, wherein at least one monomer material and at least one Kind high polymer material is using weight ratio as 0.1:1-6:1 is present;(ii) the step of stable composition being mixed with the soil; The step of mixing, is carried out, carried out with mixer or is carried out in the original location with land leveller with machine is stablized;And (iii) by step (ii) the step of product obtained merges with the stable composition that a certain amount of step (i) limits in addition.
9. claim 8 methods described, the mixture and other one obtained by the mixing stable composition and the soil The step of quantitative stable composition merges repeats 1 to 50 time.
10. the methods described of claim 8 or 9, wherein the soil of the needs stabilization is coarse gravel, median size gravel or fine sand Gravel.
11. the methods described of claim 8 or 9, wherein the soil of the needs stabilization is rough sand or fine sand.
12. the methods described of claim 8 or 9, wherein the soil of the needs stabilization is mud or clay.
13. the methods described of claim 8 or 9, wherein the stable composition is added in the soil between 0 DEG C to 70 DEG C.
14. claim 13 methods described, wherein the stable composition is added in the soil between 5 DEG C to 60 DEG C.
CN201280049432.0A 2011-10-06 2012-10-05 Surface stabilizer and application thereof Expired - Fee Related CN103857749B (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2011904126 2011-10-06
AU2011904126A AU2011904126A0 (en) 2011-10-06 Surface Stabiliser And Uses thereof
PCT/AU2012/001212 WO2013049894A1 (en) 2011-10-06 2012-10-05 Surface stabiliser and uses thereof

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CN103857749A CN103857749A (en) 2014-06-11
CN103857749B true CN103857749B (en) 2017-12-12

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EP (1) EP2791246A4 (en)
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AU2012321055B2 (en) 2016-07-21
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