CN105174856A - Silt curing agent for making silt have high plasticity - Google Patents
Silt curing agent for making silt have high plasticity Download PDFInfo
- Publication number
- CN105174856A CN105174856A CN201510365636.0A CN201510365636A CN105174856A CN 105174856 A CN105174856 A CN 105174856A CN 201510365636 A CN201510365636 A CN 201510365636A CN 105174856 A CN105174856 A CN 105174856A
- Authority
- CN
- China
- Prior art keywords
- curing agent
- parts
- powder
- silt
- slag
- 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.)
- Pending
Links
Abstract
The present invention discloses a silt curing agent for making silt have high plasticity, wherein the silt curing agent is prepared from the following raw materials by weight: 1-3 parts of white portland cement clinker, 0.3-0.6 part of sodium silicate, 1-3 parts of emulsified bitumen, 0.4-0.8 part of carbon fibers, 0.03-0.08 part of sawdust, 2-4 parts of palygorskite, 2-3 parts of expanded perlite, 0.3-0.35 part of rice husk, 1-3 parts of magnesium hydroxide, 1.5-2 parts of carbon nano-tubes, 0.2-0.4 part of ferric oxide, 0.3-0.5 part of soda, and 2-4 parts of modified powder.
Description
Technical field
The invention belongs to solidifying agent field, particularly relate to and a kind ofly make the sludge curing agent that mud plasticity-is high.
Background technology
Solidifying agent has another name called stiffening agent, ripening agent or set agent, is that a class is promoted or controls material or the mixture of curing reaction.There is a large amount of mud in China, the process of mud is a puzzlement large problem for a long time.
Summary of the invention
The object of this invention is to provide and a kind ofly make the sludge curing agent that mud plasticity-is high.
The present invention adopts following technical scheme to achieve these goals:
A kind ofly make the sludge curing agent that mud plasticity-is high, it is characterized in that, it is obtained by the raw material of following weight parts: white portland cement clinker 1-3, water glass 0.3-0.6, emulsified bitumen 1-3, carbon fiber 0.4-0.8, saw foam 0.03-0.08, polygorskite 2-4, pearlstone 2-3, rice husk 0.3-0.35, magnesium hydroxide 1-3, carbon nanotube 1.5-2, ferric oxide 0.2-0.4, soda ash 0.3-0.5, modification powder 2-4;
Modification powder is obtained by the raw material of following weight parts:
Stearic acid 0.2-0.4, fluorgypsum 5-7, zinc oxide 0.2-0.4, anhydrous sodium carbonate 0.1-0.2, aluminum chloride 0.1-0.2, slag 1-2, sodium aluminate 0.1-0.2, bamboo charcoal 10-20, Fluorite slag 30-40, magnesium-aluminium spinel 40-44, nitrocellulose 0.5-0.7, superfine silicon dioxide 1-2, cetyl trimethylammonium bromide 1-2, quartz sand 3-5, Sudan Gum-arabic 0.2-0.4;
The preparation method of modification powder, the steps include:
(1) first pulverize after magnesium-aluminium spinel, Fluorite slag, slag mixing, then after logical nitrogen protection, at 200-230 DEG C of heat-activated 1-3 hour, obtain the mineral powder after activation, the also adjust ph that adds water is 6-6.5, stirs 1-2 hour, obtains mineral powder suspension liquid;
(2) again by cetyl trimethylammonium bromide and stearic acid, sodium phosphate, anhydrous sodium carbonate, and suitable quantity of water, at room temperature 200-300 rev/min of row stirs 30-40 minute, add mineral powder suspension liquid and all the other raw materials again, be heated to 50-65 DEG C, insulation 10-20 minute, then dry, to obtain final product.
Described a kind ofly make the sludge curing agent that mud plasticity-is high, it is characterized in that: preparation method comprises the following steps:
(1) after sawing foam, polygorskite, pearlstone, rice husk mixing, grind to form nanometer powder, 40-80 rev/min is stirred 20-30min, after leaving standstill 10-20min, removes supernatant liquor, after the mashed prod drying of bottom, obtains modified mineral material for subsequent use;
(2), after surplus stock mixing, after stirring, then after adding modified mineral material, after stirring, to obtain final product.
Beneficial effect of the present invention: the present invention adds to after in mud can curing sludge, the mud plasticity-after process of the present invention is high, bonding force by force, easily dry, be suitable for being added in concrete, increase the intensity of concrete product, life-span.
Embodiment
A kind ofly make the sludge curing agent that mud plasticity-is high, it is obtained by the raw material of following weight (kg): white portland cement clinker 2, water glass 0.6, emulsified bitumen 1, carbon fiber 0.8, saw foam 0.08, polygorskite 2, pearlstone 3, rice husk 0.35, magnesium hydroxide 1, carbon nanotube 2, ferric oxide 0.4, soda ash 0.5, modification powder 4;
Modification powder is obtained by the raw material of following weight (kg):
Stearic acid 0.4, fluorgypsum 6, zinc oxide 0.4, anhydrous sodium carbonate 0.2, aluminum chloride 0.1, slag 1, sodium aluminate 0.2, bamboo charcoal 10, Fluorite slag 30, magnesium-aluminium spinel 40, nitrocellulose 0.5, superfine silicon dioxide 1, cetyl trimethylammonium bromide 1, quartz sand 3, Sudan Gum-arabic 0.2;
The preparation method of modification powder, the steps include:
(1) first pulverize after magnesium-aluminium spinel, Fluorite slag, slag mixing, then after logical nitrogen protection, 210 DEG C of heat-activated 2 hours, obtain the mineral powder after activation, to add water and adjust ph is 6.5, stir 1 hour, obtain mineral powder suspension liquid;
(2) again by cetyl trimethylammonium bromide and stearic acid, sodium phosphate, anhydrous sodium carbonate, and suitable quantity of water, at room temperature 300 revs/min of row stirrings 40 minutes, add mineral powder suspension liquid and all the other raw materials again, be heated to 58 DEG C, be incubated 15 minutes, then dry, to obtain final product.
Described a kind ofly make the sludge curing agent that mud plasticity-is high, preparation method comprises the following steps:
(1) after sawing foam, polygorskite, pearlstone, rice husk mixing, grind to form nanometer powder, 60 revs/min are stirred 30min, after leaving standstill 10min, remove supernatant liquor, after the mashed prod drying of bottom, obtain modified mineral material for subsequent use;
(2), after surplus stock mixing, after stirring, then after adding modified mineral material, after stirring, to obtain final product.
The application method of the present embodiment is:
(1) the precipitation handle measure such as first take to ted and mud water ratio is down to 18-20%;
(2) be then incorporated in mud by the present embodiment and stir, the incorporation of the present embodiment is 10% of mud quality, obtains filler.
The weight proportion of the concrete various raw material utilizing the filler of the present embodiment solidifying agent gained to prepare is: coarse aggregate 5kg, fine aggregate 2kg, cement 0.8kg, the filler 1kg of the present embodiment gained, water 1.2 ㎏.
All raw material stirring is even, and by building mould, compacting is vibrated, surperficial decurl demoulding after 8 hours, then standard natural curing 4 days, concrete sample of sprinkling water every day twice to obtain.The intensity of obtained concrete sample is 24.3Mpa, meets GB/T50081-2002 standard.
Claims (2)
1. one kind makes the sludge curing agent that mud plasticity-is high, it is characterized in that, it is obtained by the raw material of following weight parts: white portland cement clinker 1-3, water glass 0.3-0.6, emulsified bitumen 1-3, carbon fiber 0.4-0.8, saw foam 0.03-0.08, polygorskite 2-4, pearlstone 2-3, rice husk 0.3-0.35, magnesium hydroxide 1-3, carbon nanotube 1.5-2, ferric oxide 0.2-0.4, soda ash 0.3-0.5, modification powder 2-4;
Modification powder is obtained by the raw material of following weight parts:
Stearic acid 0.2-0.4, fluorgypsum 5-7, zinc oxide 0.2-0.4, anhydrous sodium carbonate 0.1-0.2, aluminum chloride 0.1-0.2, slag 1-2, sodium aluminate 0.1-0.2, bamboo charcoal 10-20, Fluorite slag 30-40, magnesium-aluminium spinel 40-44, nitrocellulose 0.5-0.7, superfine silicon dioxide 1-2, cetyl trimethylammonium bromide 1-2, quartz sand 3-5, Sudan Gum-arabic 0.2-0.4;
The preparation method of modification powder, the steps include:
(1) first pulverize after magnesium-aluminium spinel, Fluorite slag, slag mixing, then after logical nitrogen protection, at 200-230 DEG C of heat-activated 1-3 hour, obtain the mineral powder after activation, the also adjust ph that adds water is 6-6.5, stirs 1-2 hour, obtains mineral powder suspension liquid;
(2) again by cetyl trimethylammonium bromide and stearic acid, sodium phosphate, anhydrous sodium carbonate, and suitable quantity of water, at room temperature 200-300 rev/min of row stirs 30-40 minute, add mineral powder suspension liquid and all the other raw materials again, be heated to 50-65 DEG C, insulation 10-20 minute, then dry, to obtain final product.
2. according to claim 1ly a kind ofly make the sludge curing agent that mud plasticity-is high, it is characterized in that: preparation method comprises the following steps:
(1) after sawing foam, polygorskite, pearlstone, rice husk mixing, grind to form nanometer powder, 40-80 rev/min is stirred 20-30min, after leaving standstill 10-20min, removes supernatant liquor, after the mashed prod drying of bottom, obtains modified mineral material for subsequent use;
(2), after surplus stock mixing, after stirring, then after adding modified mineral material, after stirring, to obtain final product.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510365636.0A CN105174856A (en) | 2015-06-29 | 2015-06-29 | Silt curing agent for making silt have high plasticity |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510365636.0A CN105174856A (en) | 2015-06-29 | 2015-06-29 | Silt curing agent for making silt have high plasticity |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105174856A true CN105174856A (en) | 2015-12-23 |
Family
ID=54897389
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510365636.0A Pending CN105174856A (en) | 2015-06-29 | 2015-06-29 | Silt curing agent for making silt have high plasticity |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105174856A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106904816A (en) * | 2017-03-13 | 2017-06-30 | 深圳宏业基岩土科技股份有限公司 | A kind of conditioner of shield waste mud fast dewatering solidification and its preparation method and application method |
CN116217022A (en) * | 2023-03-10 | 2023-06-06 | 中国长江三峡集团有限公司 | Sludge curing agent, preparation method and application of cured sludge |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0625487A1 (en) * | 1993-05-21 | 1994-11-23 | Rhone-Poulenc Chimie | Mineral grout for consolidation or sealing of soils |
CN1614147A (en) * | 2003-11-07 | 2005-05-11 | 松田技研工业株式会社 | Soil solidifying agent, soil paving material and method |
CN101081718A (en) * | 2006-05-31 | 2007-12-05 | 北京中永基固化剂科技发展有限公司 | Sludge curing agent and application thereof |
CN101428956A (en) * | 2008-12-09 | 2009-05-13 | 武汉科技学院 | Sullage solidifying agent |
CN103288391A (en) * | 2013-05-29 | 2013-09-11 | 长安大学 | Pure inorganic sludge curing agent |
-
2015
- 2015-06-29 CN CN201510365636.0A patent/CN105174856A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0625487A1 (en) * | 1993-05-21 | 1994-11-23 | Rhone-Poulenc Chimie | Mineral grout for consolidation or sealing of soils |
CN1614147A (en) * | 2003-11-07 | 2005-05-11 | 松田技研工业株式会社 | Soil solidifying agent, soil paving material and method |
CN101081718A (en) * | 2006-05-31 | 2007-12-05 | 北京中永基固化剂科技发展有限公司 | Sludge curing agent and application thereof |
CN101428956A (en) * | 2008-12-09 | 2009-05-13 | 武汉科技学院 | Sullage solidifying agent |
CN103288391A (en) * | 2013-05-29 | 2013-09-11 | 长安大学 | Pure inorganic sludge curing agent |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106904816A (en) * | 2017-03-13 | 2017-06-30 | 深圳宏业基岩土科技股份有限公司 | A kind of conditioner of shield waste mud fast dewatering solidification and its preparation method and application method |
CN116217022A (en) * | 2023-03-10 | 2023-06-06 | 中国长江三峡集团有限公司 | Sludge curing agent, preparation method and application of cured sludge |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102875066B (en) | Chromic slag aerated brick and preparation method thereof | |
CN110526628A (en) | A kind of preparation method of large dosage wet-milling phosphorus solid waste extra retarded set cementitious material | |
CN104326703A (en) | Method for preparing foamed concrete block from various industrial solid wastes in a compounding manner | |
CN103387365A (en) | Thermal mortar in wall construction | |
CN110423081A (en) | More solid waste coordinate systems are for Stainless-steel fibre ultra-high performance concrete and preparation method thereof | |
CN105036593A (en) | Concrete curing agent | |
CN105174829A (en) | Good thermal insulation effect silt curing agent for silt bricks | |
CN105174856A (en) | Silt curing agent for making silt have high plasticity | |
CN103553545B (en) | A kind of high-efficiency curing agent | |
CN105174883A (en) | Water-retention and waste-curing curing agent | |
CN108328996A (en) | A kind of lightweight concrete, raw material proportioning and preparation method thereof | |
CN102875191B (en) | Preparation process for aerated concrete block | |
CN108117340A (en) | A kind of high-strength slab products of haydite and preparation method thereof | |
CN104446248A (en) | Concrete containing flax chips | |
KR101991317B1 (en) | cement clinker composition | |
CN114890765B (en) | Plastering gypsum and preparation method thereof | |
JPH11505204A (en) | Method for delaying setting speed of magnesium phosphate cement | |
CN103553465B (en) | A kind of rejected material solidifying agent containing modified Nano carbide slag | |
CN111268988A (en) | High-water-resistance calcination-free phosphogypsum-based slope building block material and preparation thereof | |
CN105174684A (en) | Carbon fiber-containing silt curing agent for anti-cracking silt brick preparation | |
CN108689664A (en) | A kind of environment-friendly concrete and preparation method thereof | |
CN105174896A (en) | Mud slurry curing agent | |
CN113651579B (en) | High polymer environment-friendly recycled concrete and preparation method thereof | |
CN109384430A (en) | A kind of concrete and preparation method thereof | |
CN105036589A (en) | Sludge curing agent for anti-freezing sludge brick |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20151223 |
|
RJ01 | Rejection of invention patent application after publication |