CN101215141B - Soft soil curing agent - Google Patents

Soft soil curing agent Download PDF

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Publication number
CN101215141B
CN101215141B CN2008100194177A CN200810019417A CN101215141B CN 101215141 B CN101215141 B CN 101215141B CN 2008100194177 A CN2008100194177 A CN 2008100194177A CN 200810019417 A CN200810019417 A CN 200810019417A CN 101215141 B CN101215141 B CN 101215141B
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China
Prior art keywords
chloride
host
calcium
cement
weight
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CN2008100194177A
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Chinese (zh)
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CN101215141A (en
Inventor
邓亚光
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Strong Pile Technology Co Ltd
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Individual
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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/18Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing mixtures of the silica-lime type
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00732Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

The invention discloses a soft soil curing agent composed of a main agent and an adjuvant, wherein the main agent is composed of cements, sands, lime, fly ash, slag cement, gypsum, nanometer silicon based oxides and the like, the adjuvant comprises triethanolamine, calcium lignosulfonate, sodium chloride, magnesium chloride, calcium chloride, ferric chloride, light vanadium or water glass, polyacrylamide, calcium sulfate, sodium sulfate, sodium hydroxide and the like. The invention has the advantage of perfect service effect, and is capable of being used as powder (for dry spraying) or pulp agent (for wet spraying) in cement injection pile construction, and further can be used in constructions of cement mixing pile, grouting, chemical churning pile, shallow layer cushion reinforcement, subgrade strengthening, tamping and the like.

Description

Soft soil curing agent
Technical field:
The present invention relates to a kind of weak soil solidified solidifying agent that is used for.
Background technology:
Existing powder-spray pile, cement mixing pile and when constructions such as subgrade strengthening, the reinforcing of shallow-layer bed course, general simple use cement or lime are reinforced, the undesirable part of consolidation effect ubiquity.
Summary of the invention:
The object of the present invention is to provide a kind of when reinforcement of soft soil is constructed, the soft soil curing agent that solidification is good.
Technical solution of the present invention is:
A kind of soft soil curing agent is characterized in that: be made up of host, assistant agent, wherein host is made up of following component in percentage by weight:
Cement 30~40%
Sand 30~60%
Lime 0~40%
Flyash 0~40%
Slag 0~20%
Gypsum 0~8%
Nano silicon-based oxide 0~8%
The mentioned component sum is 100%;
Assistant agent is made up of with respect to the host component in percentage by weight following:
Trolamine 0~0.02%
Calcium lignin sulphonate 0~0.2%
Sodium-chlor 0~1%
Magnesium chloride 0~2%
Calcium chloride 0~2%
Iron(ic) chloride 0~1%
Bright vanadium or water glass 0~2%
Polyacrylamide 0~0.5%
Calcium sulfate 0~1%
Sodium sulfate 0~2%
Sodium hydroxide 0~0.4%.
Described host is made up of following component in percentage by weight:
Cement 30~40%
Sand 30~40%
Lime 5~20%
Flyash 5~20%
Slag 5~20%
Gypsum 5~8%
Nano silicon-based oxide 5~8%
The mentioned component sum is 100%.
Described assistant agent is made up of with respect to the host component in percentage by weight following:
Trolamine 0.01~0.02%
Calcium lignin sulphonate 0.05~0.2%
Sodium-chlor 0.2~1%
Magnesium chloride 0.2~2%
Calcium chloride 0.2~2%
Iron(ic) chloride 0.2~1%
Bright vanadium or water glass 0~2%
Polyacrylamide 0.1~0.5%
Calcium sulfate 0.1~1%
Sodium sulfate 0.5~2%
Sodium hydroxide 0.1~0.4%.
Result of use of the present invention is good, can be used as pulvis (doing spray uses) or the slurry agent composition (wet shot is used) used when powder-spray pile is constructed, can use in constructions such as cement mixing pile, slip casting, rotary churning pile, the reinforcing of shallow-layer bed course, subgrade strengthening, compacting.When major-minor dose of composition is more complete, better effects if.
The invention will be further described below in conjunction with embodiment.
Embodiment:
Embodiment 1:
A kind of soft soil curing agent, form by following component in percentage by weight mixing:
Cement 40%
Sand 60%.
Embodiment 2:
A kind of soft soil curing agent is made up of host, assistant agent, and wherein host is made up of following component in percentage by weight mixing:
Cement 30~40% (example 30%, 35%, 40%)
Yellow ground 30~40% (example 30%, 35%, 40%)
Lime 5~20% (example 5%, 12%, 20%)
Flyash 5~20% (example 5%, 12%, 20%)
Slag 5~20% (example 5%, 12%, 20%)
Gypsum 5~8% (example 5%, 6%, 8%)
Nano silicon-based oxide 5~8% (example 5%, 6%, 8%)
The mentioned component sum is 100%;
Assistant agent was made up of following the mixing with respect to the host component in percentage by weight:
Trolamine 0~0.02% (with respect to host weight) (example 0.01%, 0.02%)
Calcium lignin sulphonate 0~0.2% (with respect to host weight) (example 0.1%, 0.2%)
Sodium-chlor 0~1% (with respect to host weight) (example 0.5%, 1%)
Magnesium chloride 0~2% (with respect to host weight) (example 0.5%, 1%, 2%)
Calcium chloride 0~2% (with respect to host weight) (example 0.5%, 1%, 2%)
Iron(ic) chloride 0~1% (with respect to host weight) (example 0.5%, 1%)
Bright vanadium or water glass 0~2% (with respect to host weight) (example 0%, 0.5%, 1%, 2%)
Polyacrylamide 0~0.5% (with respect to host weight) (example 0.1%, 0.5%)
Calcium sulfate 0~1% (with respect to host weight) (example 0.5%, 1%)
Sodium sulfate 0~2% (with respect to host weight) (example 0.5%, 1%, 2%)
Sodium hydroxide 0~0.4%.(with respect to host weight) (example 0.1%, 0.4%).

Claims (2)

1. soft soil curing agent, it is characterized in that: be made up of host, assistant agent, wherein host is made up of following component in percentage by weight:
Cement 30~40%
Sand 30~60%
Lime 0~40%
Flyash 0~40%
Slag 0~20%
Gypsum 0~8%
Nano silicon-based oxide 0~8%
The mentioned component sum is 100%;
Assistant agent is made up of with respect to the host component in percentage by weight following:
Trolamine 0.01~0.02%
Calcium lignin sulphonate 0.05~0.2%
Sodium-chlor 0.2~1%
Magnesium chloride 0.2~2%
Calcium chloride 0.2~2%
Iron(ic) chloride 0.2~1%
Bright vanadium or water glass 0~2%
Polyacrylamide 0.1~0.5%
Calcium sulfate 0.1~1%
Sodium sulfate 0.5~2%
Sodium hydroxide 0.1~0.4%.
2. soft soil curing agent according to claim 1 is characterized in that: host is made up of following component in percentage by weight:
Cement 30~40%
Sand 30~40%
Lime 5~20%
Flyash 5~20%
Slag 5~20%
Gypsum 5~8%
Nano silicon-based oxide 5~8%
The mentioned component sum is 100%.
CN2008100194177A 2008-01-02 2008-01-02 Soft soil curing agent Active CN101215141B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2008100194177A CN101215141B (en) 2008-01-02 2008-01-02 Soft soil curing agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2008100194177A CN101215141B (en) 2008-01-02 2008-01-02 Soft soil curing agent

Publications (2)

Publication Number Publication Date
CN101215141A CN101215141A (en) 2008-07-09
CN101215141B true CN101215141B (en) 2010-06-16

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Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101607811B (en) * 2009-07-16 2011-01-05 温州大学 Slurry curing formula
CN102153326B (en) * 2010-12-08 2012-11-07 武汉高铁桩工科技有限公司 Curing agent for soft soil and application thereof
CN102390971B (en) * 2011-08-11 2013-06-05 陈家欣 Building outer wall thermal insulation material assistant, preparation and use methods thereof
CN102587447B (en) * 2012-02-07 2014-07-09 中国农业大学 Water harvesting surface for collecting rainfall and method for manufacturing water harvesting surface
CN102733366B (en) * 2012-07-09 2014-06-04 江苏顺通建设集团有限公司 Soft soil curing construction method
CN102786244B (en) * 2012-07-28 2013-09-11 合肥宝丽环保科技有限公司 Inorganic curing agent
CN103013526B (en) * 2012-12-14 2014-11-26 华北水利水电学院 Soil solidifier and soil solidification method
CN103214224B (en) * 2013-04-17 2014-12-03 河南大学 Compound stabilizing method for silty soil in Yellow River flooded areas
CN104763004B (en) * 2014-01-02 2016-10-05 百盛联合建设集团有限公司 Soil base building method for correcting error
CN103964733A (en) * 2014-04-04 2014-08-06 黄裕兵 Cement mortar hardener
CN105777052B (en) * 2016-03-11 2018-06-29 中国葛洲坝集团基础工程有限公司 A kind of self-solidifying is from steady composite earth, formation process and device
CN105906226B (en) * 2016-04-14 2018-02-23 杭州来宝得新材料科技有限公司 A kind of preparation method of cement mixing pile compound additive, curing materials and compound additive
CN105924124B (en) * 2016-05-09 2018-01-19 佳木斯大学 A kind of soil-solidified-agent for reinforcing road bed basic unit
CN106348696B (en) * 2016-08-31 2019-03-22 童风 A kind of heavy metal wastewater thereby filter residue rapid curing inorganic agent
CN106915936A (en) * 2017-02-24 2017-07-04 浙江省交通规划设计研究院 A kind of muck soil composite curing agent and application
CN106929029B (en) * 2017-03-08 2019-11-08 原生泰科技发展(北京)有限公司 A kind of novel loam wall special-purpose soil curing agent and preparation method thereof
CN109081657B (en) * 2018-11-02 2020-11-10 交通运输部天津水运工程科学研究所 High-strength dredged soil curing agent
CN110615654A (en) * 2019-04-11 2019-12-27 苏州重于山新材料科技有限公司 Curing material for reinforcing soft soil foundation in low-temperature construction and application method thereof
CN110644312B (en) * 2019-09-29 2021-04-16 上海隆基建设股份有限公司 Construction process of prefabricated runway panel of airport runway
CN110845213B (en) * 2019-11-29 2021-12-10 江苏建筑职业技术学院 Weak stratum tunnel advanced deep hole grouting reinforcement material and preparation method thereof
CN111364305B (en) * 2020-03-18 2022-02-01 广州众粤市政园林设计工程有限公司 Municipal road soft soil foundation treatment method
CN112279618A (en) * 2020-11-12 2021-01-29 中冶成都勘察研究总院有限公司 Additive for high-pressure rotary spraying construction
CN113429151B (en) * 2021-08-27 2021-11-02 中鼎长信(山东)工程科技有限公司 Curing agent for cement or soft soil and roadbed material formed by curing agent

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1131131A (en) * 1995-10-20 1996-09-18 武汉工业大学 Cement-like soil firming agent
CN1513798A (en) * 2003-05-14 2004-07-21 北京国叶奥特赛特固化剂研究开发中心 Curing agent for providing soil and building garbage
CN1632054A (en) * 2004-11-15 2005-06-29 北京清大中土科技有限责任公司 Soil stabilizing curing agent

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1131131A (en) * 1995-10-20 1996-09-18 武汉工业大学 Cement-like soil firming agent
CN1513798A (en) * 2003-05-14 2004-07-21 北京国叶奥特赛特固化剂研究开发中心 Curing agent for providing soil and building garbage
CN1632054A (en) * 2004-11-15 2005-06-29 北京清大中土科技有限责任公司 Soil stabilizing curing agent

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Publication number Publication date
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Effective date of registration: 20170808

Address after: 100032 Beijing city Xicheng District Baizhifang Street No. 2 economic daily building block A No. 1407

Patentee after: Strong Pile Technology Co Ltd

Address before: 226401 Rudong experimental middle school, Jiangsu Province, Xu Xiuping

Patentee before: Deng Yaguang