CN1286945C - Earthiness firming agent - Google Patents

Earthiness firming agent Download PDF

Info

Publication number
CN1286945C
CN1286945C CN 200310117318 CN200310117318A CN1286945C CN 1286945 C CN1286945 C CN 1286945C CN 200310117318 CN200310117318 CN 200310117318 CN 200310117318 A CN200310117318 A CN 200310117318A CN 1286945 C CN1286945 C CN 1286945C
Authority
CN
China
Prior art keywords
earthiness
reactor
highway
soil
solidifying agent
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 200310117318
Other languages
Chinese (zh)
Other versions
CN1626737A (en
Inventor
王汝堂
王涌
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 200310117318 priority Critical patent/CN1286945C/en
Publication of CN1626737A publication Critical patent/CN1626737A/en
Application granted granted Critical
Publication of CN1286945C publication Critical patent/CN1286945C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention provides an earthiness solidifying agent which is prepared from 5 wt% to 15 wt% of sulfonic group compound, 5 wt% to 15 wt% of wetting agent, 10 wt% to 20 wt% of KN-1 number earthiness reinforcing agent, 15 wt% to 30 wt% of one or any combustion of sulphuric acid, hydrochloric acid and formic acid, 10 wt% to 40 wt% of sodium sulfate or sodium chloride and 10 wt% to 30 wt% of iron chloride and / or aluminum sulfate. A base layer of a highway surface uses composite solidifying soil prepared from soil containing less cement, lime or cement and lime, and the earthiness solidifying agent to replace traditional materials for base layers of highway surfaces. Every technical index of the base layers of highway surfaces reaches national specified standards. The earthiness solidifying agent overcomes defects caused by the use of the traditional materials for base layers of highway surfaces simultaneously, is beneficial to the protection of ecological environment, saves energy resources, reduces transportation cost and greatly reduces the engineering cost of base layers of highway surfaces. The composite solidifying soil can be used in the construction of surfaces of highways or dams.

Description

A kind of soil solidifying agent
Technical field
The present invention relates to a kind of solidifying agent that can solidify soil property, relate in particular to the solidifying agent of a kind of road construction, particularly a kind of solidifying agent that is used for the curing soil property of highway road surface with the curing soil property.
Background technology
In road construction, the highway road surface traditional material comprises lime, cement, rubble, gravel etc.Obtaining these materials need cut into a mountain for quarrying, and therefore can produce the mountain area ecotope and destroy; Cement, lime are fired needs a large amount of energy; Use these materials also to need a large amount of trucking costs, increased the construction costs of road construction; These materials have pollution to surrounding environment in production, transportation in using.Both at home and abroad in road construction, all, there was external solidifying agent to enter China in recent years at present, and was in the experimental stage of application at present, and costs an arm and a leg in the equivalent material of the new sub-surface of development.
Summary of the invention
The object of the present invention is to provide a kind of soil solidifying agent that can solidify soil property.This soil property solidifying agent added make compound consolidated soil in the soil property contain small amount of cement, lime or cement and lime and substitute the highway road surface traditional material, be used for highway road surface, overcome the shortcoming of using the highway road surface traditional material to bring, reduced the construction costs of cutting into a mountain for quarrying to destruction, save energy, the construction facility of mountain area ecotope, reduce pollution, reducing trucking costs, highway and reduce greatly environment.
Soil solidifying agent of the present invention component by weight percentage consists of:
1, sulfonic group compound 5-15%
2, wetting agent: trolamine and/or diethanolamine 5-15%
3, KN-1 soil property toughener 10-20%
4, one of 98% sulfuric acid, 36% hydrochloric acid, 85% formic acid or arbitrary combination 15-30%
5, Na 2SO 4And/or NaCl 21-35%
6, FeCl 3And/or Al 2(SO 4) 310-30%
Above-mentioned sulfonic group compound can increase the drainage of soil property and the compacted density of soil property, can adopt one of the formaldehyde condensation products or the arbitrary combination of sulphonated oil, sulphonated phenol, sulfonated naphthalene, sulfonated acetone.Above-mentioned wetting agent can increase the perviousness of Chemical Composition to soil property, can adopt trolamine and/or diethanolamine.Above-mentioned KN-1 soil property toughener is to contain the sodium polyphosphate initial reduced body that is no less than two methyl, and it can improve the soil property consolidation strength.Above-mentioned sulfuric acid concentration is 98%, concentration of hydrochloric acid is 36%, formic acid concn is 85%.
Highway road surface adopts the compound consolidated soil of being made by soil solidifying agent of the present invention and the soil property that contains small amount of cement, lime or cement and lime, and every technical indicator (frost resistance, water tolerance, unconfined compression strength, the curved intensity of tension etc.) all reaches state specified standards.The above-mentioned compound consolidated soil that substitutes the highway pavement traditional material is based on soil property, only contain a small amount of lime, cement, can gather materials on the spot, overcome the shortcoming of using the highway road surface traditional material to bring, reducing cuts into a mountain for quarrying reduces greatly to destruction, save energy, the construction facility of mountain area ecotope, the pollution that reduces Construction on Environment, the construction costs that reduces trucking costs, highway.Reduce 15-50% in the local highway sub-surface cost that lacks conventional road-making material.
The preparation method of soil solidifying agent of the present invention is as follows:
1, acidifying: KN-1 soil property toughener is added in the reactor, open reactor, under the high degree of agitation condition, add acid---one of sulfuric acid, hydrochloric acid, formic acid or its arbitrary combination at a slow speed, in the process that adds acid, reduce the temperature of reactor simultaneously with water coolant, make the temperature of reactor not be higher than 60 ℃.Add acid back off-response still, left standstill 1.5-2 hour.Stand-by.
2, dissolving: in another reactor, put into FeCl 3And/or Al 2(SO 4) 3, and add that to make its dissolving back solution weight percentage concentration be 40% water, open reactor to its whole dissolvings.Resulting this solution is put into the reactor that above-mentioned acidifying is used, open reactor to stirring.
3, open the reactor that acidifying is used, gradually add wetting agent, sulfonic group compound, Na more successively then 2SO 4And/or NaCl is to stirring.
KN-1 soil property toughener can arrive peaceful new technology development company limited of Songyuan City, Jilin Province section and buy (address: Ningjiang District industrial park, postcode: 138000) during soil solidifying agent of the present invention was raw materials used.Other material market all has sale.
Embodiment
Add the compound consolidated soil that the soil solidifying agent of the present invention of its total amount ten thousand/1-3 is made with sandy soil 92-98%, cement 2-8% or silty soil, clay 90-96%, lime 4-10%, alternative highway road surface traditional material is used for highway road surface.Above-mentioned compound consolidated soil also can be used for highway pavement or dam construction.
Embodiment 1
1, acidifying: 15kgKN-1 soil property toughener is added in the reactor, open reactor, under the high degree of agitation condition, add concentration at a slow speed and be 98% vitriol oil 15kg, in the process that adds acid, reduce the temperature of reactor simultaneously with water coolant, make the temperature of reactor not be higher than 60 ℃.Add acid back off-response still, left standstill 1.5-2 hour.Stand-by.
2, dissolving: in another reactor, put into FeCl 320kg also adds 30kg water, opens reactor to its whole dissolvings.Resulting this solution is put into the reactor that above-mentioned acidifying is used, open reactor to stirring.
3, open the reactor that acidifying is used, gradually add trolamine 10kg, diethanolamine 2kg, the formaldehyde condensation products 2.5kg of sulphonated oil 5kg, sulfonated acetone, Na more successively then 2SO 429.5kg.
Embodiment 2
1, acidifying: 14kgKN-1 soil property toughener is added in the reactor, open reactor, under the high degree of agitation condition, adding concentration at a slow speed is 98% vitriol oil 15kg, 36% concentrated hydrochloric acid 5kg, in the process that adds acid, reduce the temperature of reactor simultaneously with water coolant, make the temperature of reactor not be higher than 60 ℃.Add acid back off-response still, left standstill 1.5-2 hour.Stand-by.
2, dissolving: in another reactor, put into FeCl 37kg, Al 2(SO 4) 38kg, and add 22.5kg water, open reactor to its whole dissolvings.Resulting this solution is put into the reactor that above-mentioned acidifying is used, open reactor to stirring.
3, open the reactor that acidifying is used, gradually add trolamine 6kg, sulphonated oil 6kg, sulfonated naphthalene 4kg, Na more successively then 2SO 418kg, NaCl 17kg.
Embodiment 3
1, acidifying: 12kgKN-1 soil property toughener is added in the reactor, open reactor, under the high degree of agitation condition, add concentration at a slow speed and be 85% dense formic acid 19.5kg, in the process that adds acid, reduce the temperature of reactor simultaneously with water coolant, make the temperature of reactor not be higher than 60 ℃.Add acid back off-response still, left standstill 1.5-2 hour.Stand-by.
2, dissolving: in another reactor, put into Al 2(SO 4) 330kg, and add 45kg water, open reactor to its whole dissolvings.Resulting this solution is put into the reactor that above-mentioned acidifying is used, open reactor to stirring.
3, open the reactor that acidifying is used, gradually add trolamine 1kg, diethanolamine 7kg, sulphonated phenol 10kg, Na more successively then 2SO 410.5kg, NaCl 10kg.
Embodiment 4
1, acidifying: 16.5kgKN-1 soil property toughener is added in the reactor, open reactor, under the high degree of agitation condition, adding concentration at a slow speed is 36% concentrated hydrochloric acid 10kg, 85% dense formic acid 12.5kg, in the process that adds acid, reduce the temperature of reactor simultaneously with water coolant, make the temperature of reactor not be higher than 60 ℃.Add acid back off-response still, left standstill 1.5-2 hour.Stand-by.
2, dissolving: in another reactor, put into FeCl 324kg, Al 2(SO 4) 33kg, and add 40.5kg water, open reactor to its whole dissolvings.Resulting this solution is put into the reactor that above-mentioned acidifying is used, open reactor to stirring.
3, open the reactor that acidifying is used, gradually add diethanolamine 5kg, sulphonated oil 2kg, sulfonated naphthalene 2kg, sulphonated phenol 4kg, Na more successively then 2SO 48kg, NaCl 13kg.

Claims (2)

1, a kind of soil solidifying agent is characterized in that its component by weight percentage consists of:
(1) sulfonic group compound 5-15%
(2) wetting agent: trolamine and/or diethanolamine 5-15%
(3) KN-1 soil property toughener 10-20%
One of (4) 98% sulfuric acid, 36% hydrochloric acid, 85% formic acid or arbitrary combination 15-30%
(5) Na 2SO 4And/or NaCl 21-35%
(6) FeCl 3And/or Al 2(SO 4) 310-30%
2, soil solidifying agent according to claim 1 is characterized in that one of formaldehyde condensation products that described sulfonic group compound is sulphonated oil, sulphonated phenol, sulfonated naphthalene, sulfonated acetone or arbitrary combination.
CN 200310117318 2003-12-08 2003-12-08 Earthiness firming agent Expired - Fee Related CN1286945C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200310117318 CN1286945C (en) 2003-12-08 2003-12-08 Earthiness firming agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200310117318 CN1286945C (en) 2003-12-08 2003-12-08 Earthiness firming agent

Publications (2)

Publication Number Publication Date
CN1626737A CN1626737A (en) 2005-06-15
CN1286945C true CN1286945C (en) 2006-11-29

Family

ID=34760968

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200310117318 Expired - Fee Related CN1286945C (en) 2003-12-08 2003-12-08 Earthiness firming agent

Country Status (1)

Country Link
CN (1) CN1286945C (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100347269C (en) * 2005-09-30 2007-11-07 清华大学 Soil curing agent suitable for salinized soil
CN100368508C (en) * 2006-01-25 2008-02-13 北京亿路特通新材料有限责任公司 Soil solidifying agent
CN101298767B (en) * 2008-06-06 2010-06-09 吉林中路新材料有限责任公司 Soil solidifying agent
CN101792670A (en) * 2009-02-03 2010-08-04 苏群 Curing agent of roadbed soil of cold region
CN101725159B (en) * 2009-12-03 2013-10-16 北京亿路特通新材料有限责任公司 Method for building impervious liner of refuse landfill by utilizing earthiness firming agent
CN102108298B (en) * 2010-03-31 2012-03-21 新疆北新四方土木工程试验研究所有限责任公司 Soil stabilizer
CN110484277A (en) * 2019-09-26 2019-11-22 四川星路恒科技有限公司 A kind of environment protection type soil solidifying agent
CN110577392A (en) * 2019-10-23 2019-12-17 中南大学 Soil curing agent for high liquid limit soft soil roadbed

Also Published As

Publication number Publication date
CN1626737A (en) 2005-06-15

Similar Documents

Publication Publication Date Title
CN105541236B (en) A kind of seawater marine sand concrete
CN103880378A (en) Fiber-reinforced sludge curing agent
CN102167559B (en) Quick-setting cement mortar and preparation method thereof
CN1286945C (en) Earthiness firming agent
CN111116157B (en) Silt solidified soil in coastal region, preparation method and application
CN1834050A (en) Plastic anti-crack modified fiber of cement-based material and prepn. process
CN1944324A (en) Method for treating city ditch mud
CN101913805B (en) Cured mud and sand material for building roadbeds and preparation method thereof
CN101265060A (en) Soil solidifying material and applying method thereof on heavy load soft ground foundation
CN1289430C (en) Grouting material for repairing crack of concrete
CN112777981A (en) Low-cost high-performance fully-recycled aggregate mortar and preparation method thereof
CN107879569A (en) A kind of new organo-mineral complexing sludge curing agent and its application method and application
CN1749202A (en) Method for preparing flyash water permeating road surface concrete
CN100368508C (en) Soil solidifying agent
CN109704682A (en) A kind of steel fiber reinforced concrete containing regenerative micro powder
CN102924013A (en) Fast-setting inorganic injecting paste material for road
CN101349037A (en) Emulsified bitumen concrete steady porcelain granule road surface base layer material and road surface base layer construction method thereof
CN112500090A (en) Anti-cracking and anti-seepage steel slag pavement base mixture and preparation method thereof
CN102584117A (en) Sludge composite curing agent and application thereof
Liu et al. Water permeability, strength and freeze-thaw resistance of crumb rubber-modified permeable concrete brick based on orthogonal test
CN1161312A (en) Water-proof agent for mortar and concrete
CN101817662B (en) DBB concrete pavement crack repair material
CN114956770A (en) High-performance non-calcium-based engineering muck curing agent and engineering muck curing method
CN111620529B (en) Curing agent for sludge road and preparation method thereof
CN109455977A (en) A kind of impervious ocean concrete anticorrosion additive and preparation method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20061129

Termination date: 20111208