CN1707027A - Liquid curing agent for making road and its production process - Google Patents
Liquid curing agent for making road and its production process Download PDFInfo
- Publication number
- CN1707027A CN1707027A CN 200510072196 CN200510072196A CN1707027A CN 1707027 A CN1707027 A CN 1707027A CN 200510072196 CN200510072196 CN 200510072196 CN 200510072196 A CN200510072196 A CN 200510072196A CN 1707027 A CN1707027 A CN 1707027A
- Authority
- CN
- China
- Prior art keywords
- curing agent
- liquid curing
- soil
- container
- 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.)
- Granted
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The present invention relates to highway construction technology, and is especially one kind of liquid curing agent for making road and its production process. The liquid curing agent consists of sodium hydroxide, sulfuric acid, phenol, rosin powder and soft water in certain proportion. The production process includes mixing rosin powder and phenol and heating in some container, adding solution of sodium hydroxide and heating to near 100 deg.c for 2 hr, and storing the mixture inside storing container while the mixture is still hot. During construction, the liquid curing agent is mixed with water repellent agent in the weight ratio of 1-2 to 8-9, and the mixture is then mixed with soil, sand and stone. The liquid curing agent is combined with soil to produce ion exchange reaction, and this can reduce or eliminate water film attached to soil, coagulate soil grains, reduce capillary effect and raise the water resisting and antifreezing performance of road bed.
Description
The present invention is for dividing an application its female case title " a kind of method of constructing roadway ", application number 02128770.8, August 6 2002 applying date.
Technical field
The present invention relates to highway construction field, particularly a kind of liquid curing agent for making road and manufacture method thereof.
Background technology
Present known constructing highway method is such (as shown in Figure 1): at first with the density of ready roadbed steamroller to regulation; Then, ready subgrade soil is mixed lime or cement, or the mixture of the two, mix is even, adds the real formation of hydraulic pressure subbase again; Then, more ready rubble (being generally graded broken stone, natural shode stone, i.e. sandstone) is mixed cement in proportion or the lime mix is even, add water to specified moisture content, roll and become and go up basic unit, spread asphalt wearing layer at last and get final product.
The shortcoming of prior art is: this method of constructing roadway needs thicker subbase of making and last basic unit, especially goes up basic unit and need use a large amount of sandstone material.Build highway in the place that lacks the sandstone material, must be from far place transportation, cost is very high, and a lot of places even cost of transportation surpass the price of sandstone material.In addition, subbase requires the thicker of laying in the prior art, thereby need expend a large amount of cement and lime, thereby cost is higher.
Summary of the invention
Task of the present invention is the shortcoming that overcomes prior art, and a kind of new method of constructing roadway that the cost of building the road is reduced significantly, the required solid curing agent of using of this method, liquid curing-agent and the latter's manufacture method is provided.
Technical scheme of the present invention is as follows:
A kind of method of constructing roadway, its operation is: making roadbed at first, making basic unit thereon then, making asphalt wearing layer in basic unit at last, it is characterized in that described basic unit has only one deck, and it is to roll after being mixed by weight ratio by soil, sandstone, liquid curing-agent and solid curing agent to form, and its proportioning is: soil: sandstone: liquid curing-agent: solid curing agent=1: 0.2-0.4: 0.001-0.015: 0.05-0.25.
The chemical composition of solid curing agent consists of (weight percentage):
1) silica (SiO
2) 10-40%;
2) alundum (Al (Al
2O
3) 5-25%;
3) calcium oxide (CaO) 30-65%;
4) magnesia (MgO) 0-7%;
5) sulfur trioxide (SO
3) 3-30%;
6) sulphate activation agent 1-5%.
Wherein said sulfate is Na
2SO
4, Al
2(SO
4)
3Or both mixtures.
Wherein said liquid curing-agent calculates by weight, and its component is:
Caustic soda 2-8;
Sulfuric acid 1-5;
Phenol 20-40;
Colophony powder 60-80;
Soft water is an amount of.
The manufacture method of described liquid curing-agent is:
1) earlier allocates colophony powder, phenol, sulfuric acid into container in proportion, slowly heat and stir, and temperature is controlled between 70-80 ℃, be incubated 4-10 hour;
2) suspend heating, add soda bath in container, continue heating 2-3 hour then, temperature is controlled between 80-100 ℃;
3) heating finishes, and while hot the mixture in the container is poured in the reservoir, during site operation, it is pressed 1-2: after the weight proportion of 8-9 and the water repellent agent dilution, just can mix with soil, sandstone and roll basic unit.
Build highway with method of the present invention, because no longer needing to transport from afar sandstone comes basic unit on the making, also no longer need the making subbase, roll the basic unit that just can constitute novel homogenous material and only need utilize on-the-spot soil to sneak into the sandstone of 20-35% and liquid curing-agent and solid curing agent mix.Thereby build highway with method of the present invention and can reduce the consumption of sandstone material significantly, thereby saved the cost of long-distance transportation; Owing to adopted new roadbed material, satisfying under the situation of same designing requirement on the other hand, can also make basic unit compared to prior art thickness reduce half, the cost of building the road further is reduced.
Advantage of the present invention can be further specified from the mechanism of action of solid curing agent and liquid curing-agent.
The mechanism of action of solid curing agent is such: the used solid curing agent of the present invention is a kind of pale powder, behind itself and soil mix, under the briquetting pressure effect, closely contact between the particle, this curing compound aquation generates hydrated calcium silicate, zeolite and gel etc. near soil particle, makes clay particle surface form the setting and harden shell.The activation component of this curing compound is infiltrated granule interior and the effect of clay mineral generation physics by different way, can not form hydrosilicate, aluminate.After curing compound and soil mineral fully act on, phyllosilicate self is set up the space net structure, the cement that its reaction generates is the soil particle of glued dispersion securely, can further strengthen and reinforce this net structure, make it to become a kind of integral body with higher-strength, and the material after this curing, also have water stability and strength stability.Solid curing agent can also produce expansion in solidification process, its drying that can compensate firming body is shunk, and effectively prevents basic unit's breach, and breach is prolonged and asphalt wearing layer.
The mechanism of action of liquid curing-agent is as follows: liquid curing-agent is a kind of polymer emulsion, when it with after soil combines, with soil generation ion-exchange reactions, make attached to the water film thickness on the soil particle and reduce greatly, even destroy fully; Soil particle is produced effectively draw close and cohesion, significantly reduce the capillary water absorption phenomenon, make harmful water can't enter basic unit, thereby the performance indications such as water-fast, freeze proof of basic unit are met design requirement.
Description of drawings
Fig. 1 is the schematic cross-section that prior art builds an automobile road;
Fig. 2 is the present invention's the schematic cross-section that method of constructing roadway built an automobile road.
The specific embodiment
Among Fig. 1, the highway that prior art is built needs 4 layers of makings, and the bottom is a roadbed 1, is subbase 21 on it, on again be to go up basic unit 22, and be asphalt wearing layer 3 at last.Subbase 21 is combined into basic unit 2 with last basic unit 22.
Among Fig. 2, method of constructing roadway of the present invention, the same with prior art, at first be with of the requirement of roadbed 1 steamroller to regulation, making basic unit 2 on roadbed 1 is last then, and is the same with prior art, lays asphalt wearing layer 3 in basic unit 2.
Roll after basic unit 2 is mixed soil, sandstone, solid curing agent and liquid curing-agent specifically and form.
The weight proportion of soil, sandstone, solid curing agent and liquid curing-agent is:
Soil: sandstone: liquid curing-agent: solid curing agent=1: 0.2-0.4: 0.001-0.015: 0.05-0.25.
The chemical composition of solid curing agent is (weight percentage):
1) silica (SiO
2) 10-40%;
2) alundum (Al (Al
2O
3) 5-25%;
3) calcium oxide (CaO) 30-65%;
4) magnesia (MgO) 0-7%;
5) sulfur trioxide (SO
3) 3-30%;
6) sulphate activation agent 1-5%.
Sulfate is specially Na
2SO
4, Al
2(SO
4)
3Or both mixtures.
The component of liquid curing-agent is (weight portion):
Caustic soda 2-8;
Sulfuric acid 1-5;
Phenol 20-40;
Colophony powder 60-80;
Soft water is an amount of.
The production method of liquid curing-agent is specific as follows:
1) earlier allocates colophony powder, phenol, sulfuric acid into container in proportion, slowly heat and stir, and temperature is controlled between 70-80 ℃, be incubated 4-10 hour (being advisable in 6 hours);
2) suspend heating, add soda bath in container, continue heating 2-3 hour then, temperature is controlled between 80-100 ℃;
3) heating finishes, and while hot the mixture in the container is poured in the reservoir, during site operation, it is pressed 1-2: after the weight proportion of 8-9 and the water repellent agent dilution, just can mix with soil, sandstone and roll basic unit.
Water repellent agent can be selected the product of Yinchuan Ai Sibao Science and Technology Ltd. for use, and its effect is the moisture film (adsorbed water) that destroys the soil particle surface, makes no longer possess hydrophilic property of soil particle, thereby can stop moisture content to enter deck.
Claims (2)
1, a kind of liquid curing agent for making road is characterized in that calculating by weight, and its component is:
Caustic soda 2-8;
Sulfuric acid 1-5;
Phenol 20-40;
Colophony powder 60-80;
Soft water is an amount of.
2,, it is characterized in that having adopted following processing step according to the manufacture method of the described a kind of liquid curing agent for making road of claim 1:
1) earlier allocates colophony powder, phenol, sulfuric acid into container in proportion, slowly heat and stir, and temperature is controlled between 70-80 ℃, be incubated 4-10 hour;
2) suspend heating, add soda bath in container, continue heating 2-3 hour then, temperature is controlled between 80-100 ℃;
3) heating finishes, and while hot the mixture in the container is poured in the reservoir, during site operation, it is pressed 1-2: after the weight proportion of 8-9 and the water repellent agent dilution, just can mix with soil, sandstone and roll basic unit.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02128770 CN1210466C (en) | 2002-08-06 | 2002-08-06 | Road building method, solid and liquid solidifying agents thereby and method for producing them |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 02128770 Division CN1210466C (en) | 2002-08-06 | 2002-08-06 | Road building method, solid and liquid solidifying agents thereby and method for producing them |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1707027A true CN1707027A (en) | 2005-12-14 |
CN100547052C CN100547052C (en) | 2009-10-07 |
Family
ID=4746021
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 02128770 Expired - Fee Related CN1210466C (en) | 2002-08-06 | 2002-08-06 | Road building method, solid and liquid solidifying agents thereby and method for producing them |
CNB2005100721966A Expired - Fee Related CN100547052C (en) | 2002-08-06 | 2002-08-06 | A kind of liquid curing agent for making road and manufacture method thereof |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 02128770 Expired - Fee Related CN1210466C (en) | 2002-08-06 | 2002-08-06 | Road building method, solid and liquid solidifying agents thereby and method for producing them |
Country Status (1)
Country | Link |
---|---|
CN (2) | CN1210466C (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102159667A (en) * | 2009-04-10 | 2011-08-17 | 李阜卿 | Method for producing a sand aggregate |
CN108130090A (en) * | 2017-12-01 | 2018-06-08 | 史存理 | A kind of soil stone water-proof solidifying agent and preparation method thereof |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1325428C (en) * | 2003-11-11 | 2007-07-11 | 天津渤海化工有限责任公司天津碱厂 | Concrete brick and its producing method |
CN100387784C (en) * | 2004-09-07 | 2008-05-14 | 陈永烽 | Expansion soil ecological modifying agent and construction method |
CN102503328B (en) * | 2011-09-30 | 2013-12-04 | 北京旷世达资源环境工程发展中心 | Universal rock and soil curing agent and preparation method thereof |
CN103161119B (en) * | 2011-12-15 | 2016-09-14 | 洛阳路世丰土壤固化科技有限公司 | A kind of new method of rebuilding old road of turning waste into wealth |
CN103161110B (en) * | 2011-12-15 | 2015-12-02 | 洛阳路世丰土壤固化科技有限公司 | The long-lived environmental protection of a kind of water-proofing anticracking is built the road new method |
CN105294033A (en) * | 2014-07-29 | 2016-02-03 | 邱景新 | Industrial solid waste solidified building material and process for solidifying solid industrial waste into building material |
CN104695442B (en) * | 2015-01-07 | 2016-05-11 | 中国石油天然气股份有限公司 | Cut-off wall construction equipment |
CN104695443B (en) * | 2015-01-07 | 2016-08-24 | 中国石油天然气股份有限公司 | Cut-off wall construction process |
CN104846726A (en) * | 2015-04-24 | 2015-08-19 | 华能伊敏煤电有限责任公司 | Road construction method for open pit mine |
CN108842557B (en) * | 2018-06-15 | 2020-10-23 | 中国铁道科学研究院铁道建筑研究所 | Temporary road pavement structure and road building method |
CN111501495A (en) * | 2020-05-08 | 2020-08-07 | 上海宝冶市政工程有限公司 | Road construction method |
CN111676749B (en) * | 2020-06-03 | 2021-10-01 | 安徽华仁路桥工程有限公司 | Roadbed earthwork construction structure in rainy season |
-
2002
- 2002-08-06 CN CN 02128770 patent/CN1210466C/en not_active Expired - Fee Related
- 2002-08-06 CN CNB2005100721966A patent/CN100547052C/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102159667A (en) * | 2009-04-10 | 2011-08-17 | 李阜卿 | Method for producing a sand aggregate |
CN102159667B (en) * | 2009-04-10 | 2015-01-14 | 李阜卿 | Method for producing a sand aggregate |
CN108130090A (en) * | 2017-12-01 | 2018-06-08 | 史存理 | A kind of soil stone water-proof solidifying agent and preparation method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN100547052C (en) | 2009-10-07 |
CN1210466C (en) | 2005-07-13 |
CN1401853A (en) | 2003-03-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1210466C (en) | Road building method, solid and liquid solidifying agents thereby and method for producing them | |
KR100866012B1 (en) | The composition for soil pavement and the construction method of soil pavement using thereof | |
KR100880908B1 (en) | Cement concrete composite and pavement method for concrete bridge using the same | |
CN105367010A (en) | Hardening agent for road and roadbed hardening method | |
CN1296307C (en) | Rapid-hardening early-strengthening wearable concrete material for road repair and its preparation method | |
US5456553A (en) | Soil or ground reinforcement treatment method | |
KR101439236B1 (en) | The environment-friendly composition for soil pavement | |
Jia et al. | Applications of aerogel in cement-based thermal insulation materials: an overview | |
US11214525B2 (en) | Multiple crystallization enhance (MCE) intermix for Portland cement concrete | |
CN109626925A (en) | Preparation method based on the ardealite roadbed material that high-temperature activation and the hydraulicity are promoted | |
KR101964235B1 (en) | Stabilizer for wettable floor materrial, manufacturing method thereof, and construction method using it | |
Li et al. | The influence of compound additive on magnesium oxychloride cement/urban refuse floor tile | |
KR20130023928A (en) | Grouting composition for semi-rigid asphalt concrete using geopolymer | |
KR101924887B1 (en) | Eco-friendly Composition of Soil Concrete | |
CN112110705A (en) | Self-repairing semi-rigid base material for recycling construction waste | |
CN102249581A (en) | Method for improving expansive soil by carbide slag and construction method | |
CN102875053A (en) | Compound type powder waterproof agent and preparation method thereof | |
KR102477116B1 (en) | Manufactacturing method of eco-friendly concrete block using eco-friendly bottom ash, and eco-friendly concrete block manufactured by the same | |
CN1707028A (en) | Solid curing agent for making road | |
KR100951413B1 (en) | Non-stain and non-cement concrete composition and constructing method of concrete pavement using the same | |
KR20100115646A (en) | Repairing method of concrete structure using fibersheet and pushpin | |
CN1632054A (en) | Soil stabilizing curing agent | |
CN101817662B (en) | DBB concrete pavement crack repair material | |
CN112225512B (en) | Soil curing agent and using method thereof | |
KR20000073533A (en) | High strength pave additive composition and pave road and building constructed using the composition |
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: 20091007 Termination date: 20100806 |