CN1584210A - Chemical desert road building method, road fixing powder and solidifying liquid - Google Patents
Chemical desert road building method, road fixing powder and solidifying liquid Download PDFInfo
- Publication number
- CN1584210A CN1584210A CN 200410045470 CN200410045470A CN1584210A CN 1584210 A CN1584210 A CN 1584210A CN 200410045470 CN200410045470 CN 200410045470 CN 200410045470 A CN200410045470 A CN 200410045470A CN 1584210 A CN1584210 A CN 1584210A
- Authority
- CN
- China
- Prior art keywords
- road
- desert
- sand
- road fixing
- powder
- 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
Abstract
The present invention relates to a desert road chemical building material, its road-fixing powder and road-fixing liquor and production method of road-fixing powder and road-fixing liquor. Said desert roal chemical building method includes the following steps: 1. spreading sand on the roadbed of desert road; 2. spreading road-fixing powder on the spread sand surface; 3). simultaneously spraying road-fixing liquor and stirring the above-mentioned sand and road-fixing powder uniformly, and paving them to form road surface; and 4). compacting the road surface; and 5). conventional curing said road surface so as to obtain the invented desert road.
Description
Technical field
The present invention relates to desert highway, is a kind of chemical desert road building method and road fixing powder thereof and road fixing liquid, and the production method of the production method of road fixing powder and road fixing liquid.
Background technology
Along with the quickening of oil exploration work, increasing Desert Oilfields is found, thereby the build of desert highway also becomes inevitable.But oil field for some innerland, desert, if by traditional method of constructing roadway, building highway on desert such as roping soil and building stones beyond the several hundred kilometers, formed on the one hand the expensive desert cost of building the road, on the other hand because roping road remote, certainly will cause desert highway duration of building the road longer, thereby influence Oilfield developing speed.
Summary of the invention
The invention provides a kind of chemical desert road building method and road fixing powder thereof and road fixing liquid, and the production method of the production method of road fixing powder and road fixing liquid, it is a primary raw material with the sand in the desert, thus greatly reduce building highway on desert cost, shortened cycle of building highway on desert.
One of technical scheme of the present invention is that a kind of chemical desert road building method is achieved like this:
The first step is layered on the sand in the desert on the roadbed of desert highway earlier;
In second step, on the sand that the first step is completed, spread road fixing powder;
In the 3rd step, the limit is spilt road fixing powder that the sand the road fixing liquid limit completed by the first step and second step spread and is mixed and stirred and pave and form the road surface;
In the 4th step, compacting is carried out on the road surface that the 3rd step mixed and stirred and paved;
In the 5th step, the road surface of the 4th step compacting is carried out just having formed elementary desert highway after the maintenance with the method on conventional maintenance sand road surface;
Wherein: road fixing powder contains by weight percentage: 30% to 80% portland cement, 10% to 50% laterite, 10% to 20% calcium hydroxide; Road fixing liquid contains by weight percentage: the water of 1% to 3% magnesia, 2% to 9% magnesium chloride, 3% to 9% calcium chloride, 0.1% to 0.5% APEO-6,0.2% to 1% APEO-60,0.01% to 0.05% polyacrylamide and surplus.
Available soil stabilizer spills road fixing powder that the sand the road fixing liquid limit completed by the first step and second step spread and mixes and stirs and pave and form the road surface on the limit in above-mentioned the 3rd step.
Above-mentioned road fixing powder and sand mixture ratio by weight percent can be: 7% to 10% road fixing powder is than 93% to 90% sand.
The mixture mixture ratio by weight percent of above-mentioned road fixing liquid and road fixing powder and sand can be: 6% to 10% road fixing liquid is than 94% to 90% mixture.
Above-mentioned curing time can be 5 days to 15 days.
The flexible pavement that can pave on above-mentioned elementary desert highway just can form senior desert highway.
Two of technical scheme of the present invention is a kind of road fixing powder, and it contains by weight percentage: 30% to 80% portland cement, 10% to 50% laterite, 10% to 20% calcium hydroxide.
Three of technical scheme of the present invention is a kind of production method of road fixing powder, it is undertaken by following step: at first the laterite with requirement is heated to 100 ℃ to 110 ℃, constant temperature 4 hours to 8 hours, next cools to the calcium hydroxide of adding requirement after 30 ℃ to 60 ℃ and stirred 30 minutes to 60 minutes, adds the portland cement of requirement then and fully stir to obtain road fixing powder.
Four of technical scheme of the present invention is a kind of road fixing liquid, and it contains by weight percentage: 1% to 3% magnesia, 2% to 9% magnesium chloride, 3% to 9% calcium chloride, 0.1% to 0.5% APEO-6,0.2% to 1% APEO-60,0.01% to 0.05% polyacrylamide and the water of surplus.
Five of technical scheme of the present invention is a kind of production method of road fixing liquid, it is undertaken by following step: at first needed polyacrylamide is added in the water of requirement and be warmed up to 30 ℃ to 60 ℃, under agitation dissolved 3 hours to 6 hours, next raw material that adds other requirement is magnesia, magnesium chloride, calcium chloride, APEO-6 and APEO-60 and stirs and obtained road fixing liquid in 1 hour to 4 hours.
The present invention is a primary raw material with the sand in the desert, and device therefor is less, and its job practices is easy, thus greatly reduce building highway on desert cost, shortened the cycle of building highway on desert, thereby help innerland, desert Oilfield developing.
The specific embodiment
The present invention is not subjected to the restriction of following embodiment, can determine concrete embodiment according to the technical scheme and the actual conditions of the invention described above.
Below in conjunction with embodiment the present invention is further described:
This chemical desert road building method is to be undertaken by following step:
The first step is layered on the sand in the desert on the roadbed of desert highway earlier;
In second step, on the sand that the first step is completed, spread road fixing powder;
In the 3rd step, the limit is spilt road fixing powder that the sand the road fixing liquid limit completed by the first step and second step spread and is mixed and stirred and pave and form the road surface;
In the 4th step, compacting is carried out on the road surface that the 3rd step mixed and stirred and paved;
In the 5th step, the road surface of the 4th step compacting is carried out just having formed elementary desert highway after the maintenance with the method on conventional maintenance sand road surface.
Wherein: in order further to improve the quality and the speed of mixing and stirring, the most handy soil stabilizer spills road fixing powder that the sand the road fixing liquid limit completed by the first step and second step spread and mixes and stirs and pave and form the road surface on the limit in the 3rd step; In order further to improve the quality and the application life of institute's building highway on desert, road fixing powder and sand mixture ratio by weight percent are preferably: 7% road fixing powder than the road fixing powder of 93% sand or 10% than the road fixing powder of 90% sand or 7% to 10% than 93% to 90% sand, but the proportioning of road fixing powder and sand can not be subjected to the restriction of said ratio, and different proportionings only influences the application life of institute's building highway on desert; The mixture mixture ratio by weight percent of road fixing liquid and road fixing powder and sand is: 6% road fixing liquid than the road fixing liquid of 94% mixture or 10% than the road fixing liquid of 90% mixture or 6% to 10% than 90% to 94% mixture, in like manner, the proportioning of road fixing liquid and mixture also can not be subjected to the restriction of said ratio, and different proportionings only influences the application life of institute's building highway on desert; The time of maintenance is carried out on the road surface of the 4th step compacting with the method on conventional maintenance sand road surface can be 5 days or 10 or 15 days, helps too improving the quality of institute's building highway on desert and using application life.
According to the requirement of the pavement spread pitch that has the super highway now, the flexible pavement that paves on above-mentioned elementary desert highway has just formed senior desert highway.
In above-mentioned chemical desert road building method, used road fixing powder can contain by weight percentage: 30% to 80% portland cement, 10% to 50% laterite, 10% to 20% calcium hydroxide, and its instantiation can be as follows:
The embodiment 1 of road fixing powder contains: 30% portland cement, 60% laterite, 10% calcium hydroxide by weight percentage.
The embodiment 2 of road fixing powder contains: 30% portland cement, 50% laterite, 20% calcium hydroxide by weight percentage.
The embodiment 3 of road fixing powder contains: 80% portland cement, 10% laterite, 10% calcium hydroxide by weight percentage.
The embodiment 4 of road fixing powder contains: 80% portland cement, 15% laterite, 15% calcium hydroxide by weight percentage.
The embodiment 5 of road fixing powder contains: 70% portland cement, 10% laterite, 20% calcium hydroxide by weight percentage.
The embodiment 6 of road fixing powder contains: 40% portland cement, 50% laterite, 10% calcium hydroxide by weight percentage.
The embodiment 7 of road fixing powder contains: 35% portland cement, 50% laterite, 15% calcium hydroxide by weight percentage.
The embodiment 8 of road fixing powder contains: 60% portland cement, 30% laterite, 10% calcium hydroxide by weight percentage.
The embodiment 9 of road fixing powder contains: 50% portland cement, 30% laterite, 20% calcium hydroxide by weight percentage.
The production method of road fixing powder embodiment 1 to 9 can be undertaken by following step: at first the laterite with requirement is heated to 100 ℃ or 105 ℃ or 110 ℃, constant temperature 4 hours or 6 hours or 8 hours, next cools to the calcium hydroxide of adding requirement after 30 ℃ or 40 ℃ or 50 ℃ or 60 ℃ and stirred 30 minutes or 40 minutes or 50 minutes or 60 minutes, adds the portland cement of requirement then and fully stir to obtain road fixing powder.
In above-mentioned chemical desert road building method, used road fixing liquid can contain by weight percentage: the water of 1% to 3% magnesia, 2% to 9% magnesium chloride, 3% to 9% calcium chloride, 0.1% to 0.5% APEO-6,0.2% to 1% APEO-60,0.01% to 0.05% polyacrylamide and surplus, and its instantiation can be as follows:
The embodiment 1 of road fixing liquid contains: 1% magnesia, 2% magnesium chloride, 3% calcium chloride, 0.1% APEO-6,0.2% APEO-60,0.01% polyacrylamide and the water of surplus by weight percentage.
The embodiment 2 of road fixing liquid contains: 3% magnesia, 9% magnesium chloride, 9% calcium chloride, 0.5% APEO-6,1% APEO-60,0.05% polyacrylamide and the water of surplus by weight percentage.
The embodiment 3 of road fixing liquid contains: the water of 1% magnesia, 9% magnesium chloride, 3% calcium chloride, 0.5% APEO-6,0.2% APEO-60,0.01% polyacrylamide and surplus by weight percentage.
The embodiment 4 of road fixing liquid contains: 3% magnesia, 2% magnesium chloride, 9% calcium chloride, 0.1% APEO-6,1% APEO-60,0.01% polyacrylamide and the water of surplus by weight percentage.
The embodiment 5 of road fixing liquid contains: 1.5% magnesia, 3.5% magnesium chloride, 6% calcium chloride, 0.3% APEO-6,0.6% APEO-60,0.03% polyacrylamide and the water of surplus by weight percentage.
The embodiment 6 of road fixing liquid contains: the water of 1% magnesia, 3.5% magnesium chloride, 9% calcium chloride, 0.5% APEO-6,1% APEO-60,0.05% polyacrylamide and surplus by weight percentage.
The embodiment 7 of road fixing liquid contains: the water of 3% magnesia, 9% magnesium chloride, 6% calcium chloride, 0.1% APEO-6,0.2% APEO-60,0.01% polyacrylamide and surplus by weight percentage.
The embodiment 8 of road fixing liquid contains: the water of 2% magnesia, 6% magnesium chloride, 3% calcium chloride, 0.5% APEO-6,1% APEO-60,0.05% polyacrylamide and surplus by weight percentage.
The embodiment 9 of road fixing liquid contains: the water of 2.5% magnesia, 5% magnesium chloride, 9% calcium chloride, 0.1% APEO-6,0.2% APEO-60,0.01% polyacrylamide and surplus by weight percentage.
The production method of road fixing liquid embodiment 1 to 9 can be undertaken by following step: at first needed polyacrylamide is added in the water of requirement and be warmed up to 30 ℃ or 40 ℃ or 50 ℃ or 60 ℃, under agitation dissolved 3 hours or 4 hours or 5 hours or 6 hours, next raw material that adds other requirement is magnesia, magnesium chloride, calcium chloride, APEO-6 and APEO-60 and stirs and obtained road fixing liquid in 1 hour or 2 hours or 3 or 4 hours.
More than each embodiment have stronger compliance and best implementation result, but can increase and decrease non-essential technical characterictic according to technical scheme of the present invention and actual needs, satisfy the demand of different situations.
Claims (10)
1, a kind of chemical desert road building method is characterized in that being undertaken by following step:
The first step is layered on the sand in the desert on the roadbed of desert highway earlier;
In second step, on the sand that the first step is completed, spread road fixing powder;
In the 3rd step, the limit is spilt road fixing powder that the sand the road fixing liquid limit completed by the first step and second step spread and is mixed and stirred and pave and form the road surface;
In the 4th step, compacting is carried out on the road surface that the 3rd step mixed and stirred and paved;
In the 5th step, the road surface of the 4th step compacting is carried out just having formed elementary desert highway after the maintenance with the method on conventional maintenance sand road surface;
Wherein: road fixing powder contains by weight percentage: 30% to 80% portland cement, 10% to 50% laterite, 10% to 20% calcium hydroxide; Road fixing liquid contains by weight percentage: the water of 1% to 3% magnesia, 2% to 9% magnesium chloride, 3% to 9% calcium chloride, 0.1% to 0.5% APEO-6,0.2% to 1% APEO-60,0.01% to 0.05% polyacrylamide and surplus.
2, chemical desert road building method according to claim 1 is characterized in that in the 3rd step that spilling the road fixing powder that the sand the road fixing liquid limit completed by the first step and second step spread on the limit with soil stabilizer mixes and stirs and pave the formation road surface.
3, chemical desert road building method according to claim 1 and 2 is characterized in that road fixing powder and sand mixture ratio by weight percent are: 7% to 10% road fixing powder is than 93% to 90% sand.
4, chemical desert road building method according to claim 3 is characterized in that the mixture mixture ratio by weight percent of road fixing liquid and road fixing powder and sand is: 6% to 10% road fixing liquid is than 94% to 90% mixture.
5,, it is characterized in that curing time is 5 days to 15 days according to claim 1 or 2 or 4 described chemical desert road building methods; Or/and the flexible pavement that paves on the elementary desert highway forms senior desert highway.
6, chemical desert road building method according to claim 3 is characterized in that curing time is 5 days to 15 days; Or/and the flexible pavement that paves on the elementary desert highway forms senior desert highway.
7, a kind of road fixing powder that is used for chemical desert road building method is characterized in that containing by weight percentage: 30% to 80% portland cement, 10% to 50% laterite, 10% to 20% calcium hydroxide.
8, a kind of production method of road fixing powder according to claim 7, it is characterized in that being undertaken by following step: at first the laterite with requirement is heated to 100 ℃ to 110 ℃, constant temperature 4 hours to 8 hours, next cools to the calcium hydroxide of adding requirement after 30 ℃ to 60 ℃ and stirred 30 minutes to 60 minutes, adds the portland cement of requirement then and fully stir to obtain road fixing powder.
9, a kind of road fixing liquid that is used for chemical desert road building method is characterized in that containing by weight percentage: 1% to 3% magnesia, 2% to 9% magnesium chloride, 3% to 9% calcium chloride, 0.1% to 0.5% APEO-6,0.2% to 1% APEO-60,0.01% to 0.05% polyacrylamide and the water of surplus.
10, a kind of production method of road fixing liquid according to claim 9, it is characterized in that at first adding needed polyacrylamide in the water of requirement and being warmed up to 30 ℃ to 60 ℃, under agitation dissolved 3 hours to 6 hours, next raw material that adds other requirement is magnesia, magnesium chloride, calcium chloride, APEO-6 and APEO-60 and stirs and obtained road fixing liquid in 1 hour to 4 hours.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB2004100454706A CN100362165C (en) | 2004-05-21 | 2004-05-21 | Chemical desert road building method, road fixing powder and solidifying liquid |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB2004100454706A CN100362165C (en) | 2004-05-21 | 2004-05-21 | Chemical desert road building method, road fixing powder and solidifying liquid |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1584210A true CN1584210A (en) | 2005-02-23 |
CN100362165C CN100362165C (en) | 2008-01-16 |
Family
ID=34601881
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNB2004100454706A Active CN100362165C (en) | 2004-05-21 | 2004-05-21 | Chemical desert road building method, road fixing powder and solidifying liquid |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN100362165C (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107447617A (en) * | 2017-08-01 | 2017-12-08 | 国家电网公司 | A kind of dust-proof curing process of temporary construction road |
CN107938480A (en) * | 2017-11-01 | 2018-04-20 | 重庆大学 | A kind of microorganism cures the desert highway embankment and its construction method of joint TGXG |
CN111155403A (en) * | 2020-01-20 | 2020-05-15 | 芜湖海螺水泥有限公司 | Method for constructing surface mine road |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
LU81915A1 (en) * | 1979-11-19 | 1981-06-04 | Lafarge Sa | NEW APPLICATION OF PORTLAND CEMENTS AND THE BINDERS THUS OBTAINED |
JPH01235762A (en) * | 1988-03-12 | 1989-09-20 | Suteo Kotani | Manufacture of compound materials for ground and second coatings |
JPH09143911A (en) * | 1995-11-27 | 1997-06-03 | Kamei Seito Kk | Manufacture of pavement block |
CN1294228A (en) * | 1999-10-27 | 2001-05-09 | 北京大学 | Method for building highway on desert |
-
2004
- 2004-05-21 CN CNB2004100454706A patent/CN100362165C/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107447617A (en) * | 2017-08-01 | 2017-12-08 | 国家电网公司 | A kind of dust-proof curing process of temporary construction road |
CN107447617B (en) * | 2017-08-01 | 2019-08-30 | 国家电网公司 | A kind of dust-proof curing process of temporary construction road |
CN107938480A (en) * | 2017-11-01 | 2018-04-20 | 重庆大学 | A kind of microorganism cures the desert highway embankment and its construction method of joint TGXG |
CN111155403A (en) * | 2020-01-20 | 2020-05-15 | 芜湖海螺水泥有限公司 | Method for constructing surface mine road |
Also Published As
Publication number | Publication date |
---|---|
CN100362165C (en) | 2008-01-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1041429C (en) | Soil or ground reinforcement treatment method | |
CN1948622A (en) | Polymer modified cement hole concrete road surface structure and construction method | |
CN100339332C (en) | Road surface based material by sintering red mud and construction method thereof | |
CN106149500A (en) | A kind of construction method of cement emulsified asphalt mortar penetration type half-flexible pavement | |
US10035954B2 (en) | Composition for chemical improvement of soil and road base materials | |
JP2011038104A (en) | Chemical agent for improving engineering properties of soil | |
CN1587162A (en) | Luminous reflective concrete floor tile and its producing method | |
WO2010079955A2 (en) | Soil pavement composition and soil pavement construction method using the same | |
CN1614147A (en) | Soil solidifying agent, soil paving material and method | |
CN100417614C (en) | Modified mineral aggregate for bituminous pavement and method for producing same | |
CN1067354C (en) | Semi-rigidity bituminous concrete material composition and manufacturing method thereof | |
CN1584210A (en) | Chemical desert road building method, road fixing powder and solidifying liquid | |
CN1100018C (en) | Material and building method of highway bed | |
CN1119173A (en) | Manufacture of desert sand concrete and use | |
TW408089B (en) | Content and production method for semi-rigid asphalt concrete | |
CN105839497B (en) | A kind of cold renewal is classified substep mixing method | |
WO2014093249A1 (en) | Co-polymer soil subgrade binder | |
CN113882209A (en) | Micropore ecological cast-in-place pavement system surface layer and pavement construction method | |
KR20000073533A (en) | High strength pave additive composition and pave road and building constructed using the composition | |
JP5440832B2 (en) | Earth-based paving material | |
WO2003002820A1 (en) | Stabilising surfaces with magnesium cements | |
CN1844012A (en) | Method for preparing highway subgrade material by utilizing alkali waste and rock phosphate sand | |
KR101220337B1 (en) | An elastic polymer soil packing way | |
CN1827549A (en) | Curing method and curing agent thereof | |
KR101936761B1 (en) | Special eco-friendly pavement method with effect of subgrade improvement, replacement of subbase (aggregates) course and reduction of thickness of base course and pavement structure using the same |
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 | ||
C56 | Change in the name or address of the patentee |
Owner name: KARAMAY XINKE AO PETROLEUM + NATURAL GAS TECHNOLOG Free format text: FORMER NAME: XINKEAO CHEMICAL INDUSTRY CO., LTD., KELAMAYI CITY |
|
CP01 | Change in the name or title of a patent holder |
Address after: 834000 the Xinjiang Uygur Autonomous Region Karamay Zhungeer Muir Road No. 2 Patentee after: Karamay Xinke'ao Petroleum & Natural Gas Technology Co., Ltd. Address before: 834000 the Xinjiang Uygur Autonomous Region Karamay Zhungeer Muir Road No. 2 Patentee before: Xinkeao Chemical Industry Co., Ltd., Kelamayi City |