CN101973778A - Plasticizing bubble mixed light soil - Google Patents
Plasticizing bubble mixed light soil Download PDFInfo
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- CN101973778A CN101973778A CN2010102969026A CN201010296902A CN101973778A CN 101973778 A CN101973778 A CN 101973778A CN 2010102969026 A CN2010102969026 A CN 2010102969026A CN 201010296902 A CN201010296902 A CN 201010296902A CN 101973778 A CN101973778 A CN 101973778A
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Abstract
The invention discloses plasticizing bubble mixed light soil, which comprises the following main components: cement, a proper amount of water, a proper amount of bubble and plasticizing agent solution, wherein the plasticizing agent solution accounts for 3 to 6 weight percent of the light soil. The plasticizing agent solution is added into the common bubble mixed light soil to make the bubble mixed light soil quickly solidified and reduce the fluidity, and the plasticizing agent solution also has the flocculation function, so the bubble mixed light soil is difficult to disperse underwater; and the plasticizing bubble mixed light soil has the advantages of low fluidity, difficult leakage in the casting process and no dispersion in water, and is suitable for filling holes.
Description
Technical field
The present invention relates to a kind of air bubble mix light-textured soil, specifically be meant a kind of plasticizing type air bubble mix light-textured soil that fill in cavities such as water, the works back side, top, tunnel, worked-out section and malpais that is used for.
Background technology
At present, domesticly be used for that material therefor is filled in the construction in cavity such as water, the works back side, top, tunnel, worked-out section and malpais such as water glass, grout etc. are more expensive.And adopt the common blister mix light-textured soil to fill because the common blister mix light-textured soil is mobile big, can be from cracklin during perfusion spillage, flow to the situation of non-areas under reclamation easily.In addition, also can there be problems such as dispersion, outflow, froth breaking having under the water existence condition.
Summary of the invention
The object of the present invention is to provide that a kind of flowability is little, perfusion the time is difficult in spillage, the water not dispersive plasticizing type air bubble mix light-textured soil.
For solving the problems of the technologies described above, the technical solution used in the present invention is: the plasticizing type air bubble mix light-textured soil, its main component comprises cement, an amount of water, an amount of bubble and fluidizer solution, and the weight percent content of fluidizer solution in light soils is 3%～6%.
The main component of described fluidizer solution is aluminum chloride, sodium sulfate and water, and its weight percent proportioning is: aluminum chloride 30%～50%, sodium sulfate 5%～10%, water 40%～65%.
The main component of described fluidizer solution is Tai-Ace S 150, sodium sulfate and water, and its weight percent proportioning is: Tai-Ace S 150 30%～50%, sodium sulfate 5%～10%, water 40%～65%.
The main component of described fluidizer solution is water glass and polyacrylamide, and its weight percent proportioning is: water glass 50%～80%, polyacrylamide 20%～50%.
The main component of described fluidizer solution is silicon sol and water, and its weight percent proportioning is: silicon sol 30%～50%, water 50%～70%.
The main component of described fluidizer solution is wilkinite and water, and its weight percent proportioning is: wilkinite 70%～85%, water 15%～30%.
The present invention adds fluidizer solution in the common blister mix light-textured soil, fluidizer solution makes the rapid gel of air bubble mix light-textured soil, reduces degree of mobilization, and throwing out is arranged, and makes it be difficult for disperseing under water; It is difficult in spillage, the water not dispersive advantage when having mobile little, perfusion, be fit to the cavity and fill.
Embodiment
Embodiment 1
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 250 kilograms, 100 kilograms in water, and foam 300L, the weight percent content of fluidizer solution in light soils is 3%.The main component of described fluidizer solution is aluminum chloride, sodium sulfate and water, and its weight percent proportioning is: aluminum chloride 30%, sodium sulfate 10%, water 60%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction.The aluminum chloride mechanism of action: aluminum ion (AL
3+) in the aqueous solution with { AL (OH
2)
6}
3+Form exist, if add alkaline agent (cement) therein, can produce white gelatinous precipitate alumina gel moment.Aluminum chloride can make the rapid gel of air bubble mix light-textured soil, reduces degree of mobilization, and throwing out is arranged, and makes it be difficult for disperseing under water; Sodium sulfate can make its early strength improve, and guarantees moulding.Embodiment 2
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 250 kilograms, 100 kilograms in water, and foam 300L, the weight percent content of fluidizer solution in light soils is 5%.The main component of described fluidizer solution is aluminum chloride, sodium sulfate and water, and its weight percent proportioning is: aluminum chloride 40%, sodium sulfate 8%, water 52%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and aluminum chloride can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water; Sodium sulfate can make its early strength improve, and guarantees moulding.
Embodiment 3
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 250 kilograms, 100 kilograms in water, and foam 300L, the weight percent content of fluidizer solution in light soils is 6%.The main component of described fluidizer solution is aluminum chloride, sodium sulfate and water, and its weight percent proportioning is: aluminum chloride 50%, sodium sulfate 5%, water 45%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and aluminum chloride can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water; Sodium sulfate can make its early strength improve, and guarantees moulding.
Embodiment 4
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 400 kilograms, 180 kilograms in water, and foam 500L, the weight percent content of fluidizer solution in light soils is 3%.The main component of described fluidizer solution is Tai-Ace S 150, sodium sulfate and water, and its weight percent proportioning is: Tai-Ace S 150 50%, sodium sulfate 10%, water 40%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and Tai-Ace S 150 can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water; Sodium sulfate can make its early strength improve, and guarantees moulding.
Embodiment 5
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 400 kilograms, 180 kilograms in water, and foam 500L, the weight percent content of fluidizer solution in light soils is 4%.The main component of described fluidizer solution is Tai-Ace S 150, sodium sulfate and water, and its weight percent proportioning is: Tai-Ace S 150 30%, sodium sulfate 5%, water 65%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and Tai-Ace S 150 can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water; Sodium sulfate can make its early strength improve, and guarantees moulding.
Embodiment 6
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 400 kilograms, 180 kilograms in water, and foam 500L, the weight percent content of fluidizer solution in light soils is 6%.The main component of described fluidizer solution is Tai-Ace S 150, sodium sulfate and water, and its weight percent proportioning is: Tai-Ace S 150 40%, sodium sulfate 7%, water 63%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and Tai-Ace S 150 can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water; Sodium sulfate can make its early strength improve, and guarantees moulding.
Embodiment 7
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 300 kilograms, 130 kilograms in water, and foam 400L, the weight percent content of fluidizer solution in light soils is 3%.The main component of described fluidizer solution is water glass and polyacrylamide, and its weight percent proportioning is: water glass 50%, polyacrylamide 50%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and water glass can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization; Polyacrylamide has gel, throwing out, makes it be difficult for disperseing under water.
Embodiment 8
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 300 kilograms, 130 kilograms in water, and foam 400L, the weight percent content of fluidizer solution in light soils is 4%.The main component of described fluidizer solution is water glass and polyacrylamide, and its weight percent proportioning is: water glass 65%, polyacrylamide 35%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and water glass can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization; Polyacrylamide has gel, throwing out, makes it be difficult for disperseing under water.
Embodiment 9
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 300 kilograms, 130 kilograms in water, and foam 400L, the weight percent content of fluidizer solution in light soils is 6%.The main component of described fluidizer solution is water glass and polyacrylamide, and its weight percent proportioning is: water glass 80%, polyacrylamide 20%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and water glass can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization; Polyacrylamide has gel, throwing out, makes it be difficult for disperseing under water.
Embodiment 10
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 380 kilograms, 160 kilograms in water, and foam 450L, the weight percent content of fluidizer solution in light soils is 3%.The main component of described fluidizer solution is silicon sol and water, and its weight percent proportioning is: silicon sol 30%, water 70%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and silicon sol can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water.
Embodiment 11
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 380 kilograms, 160 kilograms in water, and foam 450L, the weight percent content of fluidizer solution in light soils is 4.5%.The main component of described fluidizer solution is silicon sol and water, and its weight percent proportioning is: silicon sol 40%, water 60%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and silicon sol can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water.
Embodiment 12
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 380 kilograms, 160 kilograms in water, and foam 450L, the weight percent content of fluidizer solution in light soils is 6%.The main component of described fluidizer solution is silicon sol and water, and its weight percent proportioning is: silicon sol 50%, water 50%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and silicon sol can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water.
Embodiment 13
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 330 kilograms, 150 kilograms in water, and foam 420L, the weight percent content of fluidizer solution in light soils is 3%.The main component of described fluidizer solution is wilkinite and water, and its weight percent proportioning is: wilkinite 70%, water 30%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and wilkinite can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water.
Embodiment 14
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 330 kilograms, 150 kilograms in water, and foam 420L, the weight percent content of fluidizer solution in light soils is 4.8%.The main component of described fluidizer solution is wilkinite and water, and its weight percent proportioning is: wilkinite 80%, water 20%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and wilkinite can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water.
Embodiment 15
Plasticizing type air bubble mix light-textured soil, its main component comprise cement, an amount of water, an amount of bubble and fluidizer solution, and wherein cement is 330 kilograms, 150 kilograms in water, and foam 420L, the weight percent content of fluidizer solution in light soils is 6%.The main component of described fluidizer solution is wilkinite and water, and its weight percent proportioning is: wilkinite 85%, water 15%.Cement, water, bubble and fluidizer solution mix laggard line space hole and fill construction, and wilkinite can make the rapid gel of air bubble mix light-textured soil, reduce degree of mobilization, and throwing out is arranged, and make it be difficult for disperseing under water.
In a word; though the present invention has exemplified above-mentioned preferred implementation, should illustrate, though those skilled in the art can carry out various variations and remodeling; unless such variation and remodeling have departed from scope of the present invention, otherwise all should be included in protection scope of the present invention.
Claims (6)
1. plasticizing type air bubble mix light-textured soil, its main component comprises cement, an amount of water, an amount of bubble and fluidizer solution, the weight percent content of fluidizer solution in light soils is 3%～6%.
2. according to the described plasticizing type air bubble mix light-textured soil of claim 1, it is characterized in that: the main component of described fluidizer solution is aluminum chloride, sodium sulfate and water, its weight percent proportioning is: aluminum chloride 30%～50%, sodium sulfate 5%～10%, water 40%～65%.
3. according to the described plasticizing type air bubble mix light-textured soil of claim 1, it is characterized in that: the main component of described fluidizer solution is Tai-Ace S 150, sodium sulfate and water, its weight percent proportioning is: Tai-Ace S 150 30%～50%, sodium sulfate 5%～10%, water 40%～65%.
4. according to the described plasticizing type air bubble mix light-textured soil of claim 1, it is characterized in that: the main component of described fluidizer solution is water glass and polyacrylamide, and its weight percent proportioning is: water glass 50%～80%, polyacrylamide 20%～50%.
5. according to the described plasticizing type air bubble mix light-textured soil of claim 1, it is characterized in that: the main component of described fluidizer solution is silicon sol and water, and its weight percent proportioning is: silicon sol 30%～50%, water 50%～70%.
6. according to the described plasticizing type air bubble mix light-textured soil of claim 1, it is characterized in that: the main component of described fluidizer solution is wilkinite and water, and its weight percent proportioning is: wilkinite 70%～85%, water 15%～30%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010296902 CN101973778B (en) | 2010-09-28 | 2010-09-28 | Plasticizing bubble mixed light soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010296902 CN101973778B (en) | 2010-09-28 | 2010-09-28 | Plasticizing bubble mixed light soil |
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| Publication Number | Publication Date |
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| CN101973778A true CN101973778A (en) | 2011-02-16 |
| CN101973778B CN101973778B (en) | 2013-05-22 |
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| CN 201010296902 Active CN101973778B (en) | 2010-09-28 | 2010-09-28 | Plasticizing bubble mixed light soil |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103917626A (en) * | 2011-11-04 | 2014-07-09 | 杰富意钢铁株式会社 | Filling material and ground-repairing method |
| CN114477897A (en) * | 2022-01-19 | 2022-05-13 | 中国十七冶集团有限公司 | Preparation method of superplasticized high-performance foam concrete |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000054794A (en) * | 1998-05-29 | 2000-02-22 | East Japan Railway Co | Filling method for cavity part and grout used therefor |
| CN1422826A (en) * | 2002-12-25 | 2003-06-11 | 广东冠粤路桥有限公司 | Bubble mixed light clay and method for preparing the same |
| CN101224957A (en) * | 2008-02-01 | 2008-07-23 | 中国日用化学工业研究院 | Foaming agent for civil construction as well as preparation method and use thereof |
| CN101708975A (en) * | 2009-11-17 | 2010-05-19 | 福建科之杰新材料有限公司 | Concrete waterproof compacting agent and preparation method thereof |
| CN101811884A (en) * | 2010-04-02 | 2010-08-25 | 建研建材有限公司 | High-performance foam concrete and preparation method thereof |
-
2010
- 2010-09-28 CN CN 201010296902 patent/CN101973778B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000054794A (en) * | 1998-05-29 | 2000-02-22 | East Japan Railway Co | Filling method for cavity part and grout used therefor |
| CN1422826A (en) * | 2002-12-25 | 2003-06-11 | 广东冠粤路桥有限公司 | Bubble mixed light clay and method for preparing the same |
| CN101224957A (en) * | 2008-02-01 | 2008-07-23 | 中国日用化学工业研究院 | Foaming agent for civil construction as well as preparation method and use thereof |
| CN101708975A (en) * | 2009-11-17 | 2010-05-19 | 福建科之杰新材料有限公司 | Concrete waterproof compacting agent and preparation method thereof |
| CN101811884A (en) * | 2010-04-02 | 2010-08-25 | 建研建材有限公司 | High-performance foam concrete and preparation method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103917626A (en) * | 2011-11-04 | 2014-07-09 | 杰富意钢铁株式会社 | Filling material and ground-repairing method |
| CN114477897A (en) * | 2022-01-19 | 2022-05-13 | 中国十七冶集团有限公司 | Preparation method of superplasticized high-performance foam concrete |
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| CN101973778B (en) | 2013-05-22 |
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Address after: Unit 701, building 6, phase II, Huachuang Animation Industrial Park, Shiji Town, Panyu District, Guangzhou City, Guangdong Province Patentee after: Guangdong Guansheng Civil Engineering Technology Co.,Ltd. Address before: 511450 Guangdong city of Guangzhou province Panyu District Shi Ji Zhen Fu Yi Lu Luo Jia Cun Xin Run garden 5 Patentee before: GUANGDONG GUANSHENG CIVIL ENGINEERING TECHNOLOGY Co.,Ltd. |
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