CN103787599A - Soft foundation silt curing agent - Google Patents
Soft foundation silt curing agent Download PDFInfo
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- CN103787599A CN103787599A CN201310426340.6A CN201310426340A CN103787599A CN 103787599 A CN103787599 A CN 103787599A CN 201310426340 A CN201310426340 A CN 201310426340A CN 103787599 A CN103787599 A CN 103787599A
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
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- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Road Paving Structures (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention provides a soft foundation silt curing agent which comprises main gel powder, auxiliaries and a liquid agent, wherein the main gel powder comprises cement clinker, slag, lime, sulfate and vermiculite powder; the auxiliaries include an accelerator, an auxiliary gelling agent, an early strength agent and a water reducing agent; the liquid agent comprises polyacrylamide, polyaluminum chloride, mannitol, lignosulfonate, alkylphenol polyoxyethylene ether, tannic acid and alpha-olefin sulfonate; the accelerator is water glass; the auxiliary gelling agent is one or a mixture of two of fly ash, silicon ash and aluminum ash; the early strength agent is a mixture of sodium sulfate, aluminum sulfate and triethanolamine; and the water reducing agent is a naphthalene high-efficiency water reducing agent. By adopting the soft foundation silt curing agent provided by the invention, the problem that the silt is hard to cure due to the high organic content is solved, the silt strength is greatly improved, and the pavement performance of the silt is improved so as to meet the construction requirements as pavement subbase course and base course packing.
Description
Technical field
The invention belongs to soil treatment chemical technical field, relate in particular to a kind of solidification treatment for different moisture content earth chemical and application thereof.
Background technology
In recent years, the position of highway in the Chinese national economy comprehensive system of transport is more and more important, but be accompanied by the high speed development of highway, environmental pollution, resource scarcity problem also occur in succession, and the measure of seeking to reduce environmental pollution, reduce territory, road Ecological Loss and making full use of waste is the long-term and difficult task of of facing in present stage road construction.China is with a vast territory, and rivers and lakes are numerous, and mud quantity is very huge, but, the engineering characteristic of mud is very poor, and main manifestations is that granule content is high, water ratio is high, compressibility is large, intensity is low, penetrating quality is poor, discharging consolidation is slow, can not be directly as road filling.
Vacuum preloading process mud for make with construction be a kind of more general physics constructional method that improves at present mud bearing capacity.This method reduces mud water content by barometric point.After hydraulic reclamation falls to becoming silted up, application vacuum method is made the history that has at home more than 20 year, and long construction period is that this method is promoted the use of the major cause being restricted.
Traditional road performance method is first to excavate to abandon defective original soil, replaces a large amount of sandstone materials, and its major cause is that the curing unconfined compression strength of original soil is low, and after water suction, intensity is lower.Tradition method of constructing roadway not only will expend ample resources, pays lot of materials and takes and freight charges, also can cause larger destruction to environment.How utilizing existing original soil effective unconfined compression strength and plate body performance that improves original soil is the technical study direction that solves the problem of building the road.
Summary of the invention
The object of this invention is to provide that a kind of addition content is few, silt consolidation body intensity is high, the sludge curing agent of water-tolerant and as desilting solidifying agent, the application of building curing agent of roadbed soil and water bottom mud leakproof solidifying agent, solved that the concretion body strength that existing sludge solidification technology exists is low, sludge dewatering is difficult, external admixture material accounts for heavy shortcoming.
The technical solution used in the present invention is as follows: a kind of soft base sludge curing agent, comprise main gel pulvis, auxiliary agent and liquor, described main gel pulvis comprises cement clinker, slag, lime, vitriol and vermiculite power, wherein cement clinker 20～40 weight parts, slag 7～15 weight parts, lime 3～20 weight parts, vitriol 7～20 weight parts, vermiculite power 1～12 weight part; Described auxiliary agent comprises accelerating chemicals, auxiliary jelling agent, hardening accelerator and water reducer, wherein accelerating chemicals 3～12 weight parts, auxiliary jelling agent 20～50 weight parts, hardening accelerator 0.7～9 weight part, water reducer 0.2～2.0 weight part; Described liquor comprises polyacrylamide, polymerize aluminum chloride, N.F,USP MANNITOL, sulfonated lignin, alkylphenol polyoxyethylene, tannic acid and sulfonated α-olefin, wherein polyacrylamide 2～27 weight parts, polymerize aluminum chloride 7～15 weight parts, N.F,USP MANNITOL 20～32 weight parts, sulfonated lignin 13～20 weight parts, alkylphenol polyoxyethylene 0.02～0.7 weight part, tannic acid 0～13 weight part, sulfonated α-olefin 0.08～2.5 weight part.
Further, described vitriol is saltcake.
Further, described accelerating chemicals is water glass class; Described auxiliary jelling agent is one or both the mixture in flyash, silicon ash and aluminium ash; Described hardening accelerator is the mixture of sodium sulfate, Tai-Ace S 150 and trolamine; Described water reducer is that composition is polymethine sodium naphthalene sulfonate naphthalene series high-efficiency water-reducing agent.
Further, cement clinker is silicate cement.
Further, described slag is the active material through pyroprocess calcining.
The present invention efficiently solves high organic content in mud and is difficult to curing problem, greatly improves the intensity of mud simultaneously, improves mud pavement performance, makes it meet the construction requirement as ground subsoil layer and basic unit's filler.
Embodiment
Embodiment mono-: cement clinker 20kg, slag 7kg, lime 3kg, vitriol 7kg, vermiculite power 1kg; Accelerating chemicals 3kg, auxiliary jelling agent 20kg, hardening accelerator 0.7kg, water reducer 0.2kg; Polyacrylamide 2kg, polymerize aluminum chloride 7kg, N.F,USP MANNITOL 20kg, sulfonated lignin 13kg, alkylphenol polyoxyethylene 0.02kg, sulfonated α-olefin 0.08kg.
Embodiment bis-: cement clinker 40kg, slag 15kg, lime 20kg, vitriol 20kg, vermiculite power 12kg; Accelerating chemicals 12kg, auxiliary jelling agent 50kg, hardening accelerator 9kg, water reducer 2kg; Polyacrylamide 27kg, polymerize aluminum chloride 15kg, N.F,USP MANNITOL 32kg, sulfonated lignin 20kg, alkylphenol polyoxyethylene 0.7kg, tannic acid 13kg, sulfonated α-olefin 2.5kg.
Embodiment tri-: cement clinker 30kg, slag 11kg, lime 11kg, vitriol 13kg, vermiculite power 6kg; Accelerating chemicals 8kg, auxiliary jelling agent 35kg, hardening accelerator 5kg, water reducer 1kg; Polyacrylamide 14kg, polymerize aluminum chloride 11kg, N.F,USP MANNITOL 26kg, sulfonated lignin 17kg, alkylphenol polyoxyethylene 0.32kg, tannic acid 6kg, sulfonated α-olefin 1.28kg.
Embodiment tetra-: cement clinker 25kg, slag 9kg, lime 7kg, vitriol 9kg, vermiculite power 3kg; Accelerating chemicals 5kg, auxiliary jelling agent 27kg, hardening accelerator 3kg, water reducer 0.7kg; Polyacrylamide 8kg, polymerize aluminum chloride 9kg, N.F,USP MANNITOL 23kg, sulfonated lignin 15kg, alkylphenol polyoxyethylene 0.15kg, tannic acid 3kg, sulfonated α-olefin 0.6kg.
Embodiment tetra-: cement clinker 35kg, slag 12kg, lime 16kg, vitriol 18kg, vermiculite power 10kg; Accelerating chemicals 10kg, auxiliary jelling agent 43kg, hardening accelerator 7kg, water reducer 1.5kg; Polyacrylamide 21kg, polymerize aluminum chloride 13kg, N.F,USP MANNITOL 29kg, sulfonated lignin 18kg, alkylphenol polyoxyethylene 0.57kg, tannic acid 10kg, sulfonated α-olefin 1.98kg.
Claims (5)
1. a soft base sludge curing agent, it is characterized in that: comprise main gel pulvis, auxiliary agent and liquor, described main gel pulvis comprises cement clinker, slag, lime, vitriol and vermiculite power, wherein cement clinker 20～40 weight parts, slag 7～15 weight parts, lime 3～20 weight parts, vitriol 7～20 weight parts, vermiculite power 1～12 weight part; Described auxiliary agent comprises accelerating chemicals, auxiliary jelling agent, hardening accelerator and water reducer, wherein accelerating chemicals 3～12 weight parts, auxiliary jelling agent 20～50 weight parts, hardening accelerator 0.7～9 weight part, water reducer 0.2～2.0 weight part; Described liquor comprises polyacrylamide, polymerize aluminum chloride, N.F,USP MANNITOL, sulfonated lignin, alkylphenol polyoxyethylene, tannic acid and sulfonated α-olefin, wherein polyacrylamide 2～27 weight parts, polymerize aluminum chloride 7～15 weight parts, N.F,USP MANNITOL 20～32 weight parts, sulfonated lignin 13～20 weight parts, alkylphenol polyoxyethylene 0.02～0.7 weight part, tannic acid 0～13 weight part, sulfonated α-olefin 0.08～2.5 weight part.
2. the soft base sludge curing agent of one according to claim 1, is characterized in that: described vitriol is saltcake.
3. the soft base sludge curing agent of one according to claim 1, is characterized in that: described accelerating chemicals is water glass class; Described auxiliary jelling agent is one or both the mixture in flyash, silicon ash and aluminium ash; Described hardening accelerator is the mixture of sodium sulfate, Tai-Ace S 150 and trolamine; Described water reducer is that composition is polymethine sodium naphthalene sulfonate naphthalene series high-efficiency water-reducing agent.
4. the soft base sludge curing agent of one according to claim 1, is characterized in that: cement clinker is silicate cement.
5. the soft base sludge curing agent of one according to claim 1, is characterized in that: described slag is the active material through pyroprocess calcining.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310426340.6A CN103787599A (en) | 2013-09-17 | 2013-09-17 | Soft foundation silt curing agent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310426340.6A CN103787599A (en) | 2013-09-17 | 2013-09-17 | Soft foundation silt curing agent |
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| Publication Number | Publication Date |
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| CN103787599A true CN103787599A (en) | 2014-05-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310426340.6A Pending CN103787599A (en) | 2013-09-17 | 2013-09-17 | Soft foundation silt curing agent |
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| CN (1) | CN103787599A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105503114A (en) * | 2015-12-31 | 2016-04-20 | 宁波高新区围海工程技术开发有限公司 | Silt curing agent capable of utilizing aluminum slag |
| CN110156300A (en) * | 2019-05-29 | 2019-08-23 | 中清深利(深圳)科技有限公司 | A kind of urban river sediment dehydrating and curing and resource utilization method |
| CN110184869A (en) * | 2019-06-17 | 2019-08-30 | 中交第三公路工程局有限公司 | The improvement of laterite pellet roadbed and construction method |
| CN110255836A (en) * | 2019-06-05 | 2019-09-20 | 路德环境科技股份有限公司 | Composition and sludge curing method for rapid curing municipal sludge |
| CN110668723A (en) * | 2019-11-20 | 2020-01-10 | 浙江珈恒科技有限公司 | Piling sludge curing agent coupling metallurgical slag and industrial byproducts and preparation method thereof |
| CN114455867A (en) * | 2022-01-21 | 2022-05-10 | 福建工程学院 | Single-component nickel slag base geopolymer sludge curing agent with nickel slag as main raw material |
| CN114477669A (en) * | 2021-12-23 | 2022-05-13 | 王梓远 | Water-repellent enhancement liquid and preparation method and application thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN102503248A (en) * | 2011-09-27 | 2012-06-20 | 中国地质大学（武汉） | Mudflat mud curing agent |
| CN102584117A (en) * | 2012-01-10 | 2012-07-18 | 长安大学 | Sludge composite curing agent and application thereof |
-
2013
- 2013-09-17 CN CN201310426340.6A patent/CN103787599A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN102503248A (en) * | 2011-09-27 | 2012-06-20 | 中国地质大学（武汉） | Mudflat mud curing agent |
| CN102584117A (en) * | 2012-01-10 | 2012-07-18 | 长安大学 | Sludge composite curing agent and application thereof |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105503114A (en) * | 2015-12-31 | 2016-04-20 | 宁波高新区围海工程技术开发有限公司 | Silt curing agent capable of utilizing aluminum slag |
| CN110156300A (en) * | 2019-05-29 | 2019-08-23 | 中清深利(深圳)科技有限公司 | A kind of urban river sediment dehydrating and curing and resource utilization method |
| CN110255836A (en) * | 2019-06-05 | 2019-09-20 | 路德环境科技股份有限公司 | Composition and sludge curing method for rapid curing municipal sludge |
| CN110184869A (en) * | 2019-06-17 | 2019-08-30 | 中交第三公路工程局有限公司 | The improvement of laterite pellet roadbed and construction method |
| CN110184869B (en) * | 2019-06-17 | 2021-06-29 | 中交第三公路工程局有限公司 | Improvement and construction method of laterite granule roadbed |
| CN110668723A (en) * | 2019-11-20 | 2020-01-10 | 浙江珈恒科技有限公司 | Piling sludge curing agent coupling metallurgical slag and industrial byproducts and preparation method thereof |
| CN114477669A (en) * | 2021-12-23 | 2022-05-13 | 王梓远 | Water-repellent enhancement liquid and preparation method and application thereof |
| CN114477669B (en) * | 2021-12-23 | 2023-09-22 | 王梓远 | Water-repellent enhancement liquid and preparation method and application thereof |
| CN114455867A (en) * | 2022-01-21 | 2022-05-10 | 福建工程学院 | Single-component nickel slag base geopolymer sludge curing agent with nickel slag as main raw material |
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Application publication date: 20140514 |