CN104177055A - Grouting material - Google Patents

Grouting material Download PDF

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Publication number
CN104177055A
CN104177055A CN201410414092.8A CN201410414092A CN104177055A CN 104177055 A CN104177055 A CN 104177055A CN 201410414092 A CN201410414092 A CN 201410414092A CN 104177055 A CN104177055 A CN 104177055A
Authority
CN
China
Prior art keywords
grouting material
water
injection material
prepared
metakaolin
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
Application number
CN201410414092.8A
Other languages
Chinese (zh)
Inventor
刘海锋
钟勤
巢启
王新
刘齐
胡琴
程峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangxi Qili New Materials Science And Technology Co Ltd
Original Assignee
Guangxi Qili New Materials Science And Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangxi Qili New Materials Science And Technology Co Ltd filed Critical Guangxi Qili New Materials Science And Technology Co Ltd
Priority to CN201410414092.8A priority Critical patent/CN104177055A/en
Publication of CN104177055A publication Critical patent/CN104177055A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • 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

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses a grouting material and a preparation method thereof. The grouting material is prepared from solid sodium water glass, mineral slag micropowder, fly ash, micro silicon powder, metakaolin, a water reducer, a water retention agent and a flow promoter. On the basis of the geopolymer synthetic material technique, various industrial solid wastes are prepared into the dry powder grouting material. When the grouting material is in use, water can be proportionally added. The grouting material effectively solves the problems of poor durability and poor water resistance in the existing grouting material, and has the advantages of no toxicity, environment friendliness, high binding force, favorable durability, favorable aging resistance, high compression strength and high strength increase speed. Besides, by using abundant industrial solid wastes, the method is simple in production technique and lower in cost.

Description

A kind of injection material
Technical field
What the present invention relates to is a kind of injection material, belongs to building material field.
Background technology
Injection material is selected for reaching definite engineering purpose, can exist with liquid form, and be convenient to utilize hydraulic pressure, air pressure or electrochemical principle inject the internal space such as crack, crack, hole of respective media and there is cementation solidifying ability, make the leakage channel of medium obtain the general name of the improved class engineering materials of obstruction, physical behavior and mechanical property.Along with the development of grouting technique and material thereof, to develop various injection materials, but mainly contained two large classes, a class is solid granular injection material, water or special solvent carry out mix grouting in use; Another kind of is chemical grouting material, is mainly the injection material taking organic materials as carrier.
Usage quantity maximum is mainly cement-based grouting material and water glass class injection material at present.But, slow shortcoming that Portland cement base grouting material exists that plugging effect is poor, intensity rises, there is the shortcoming of consolidation strength and durability degree deficiency in water glass class injection material.The present invention is taking ground polymers synthetic materials technology as basis, utilize various Industrial Solid Wastes to be prepared into a kind of dry powder injection material, when use, only need to proportionally add water, not only effectively improve the problem of existing injection material weather resistance and poor water resistance, also had advantages of that cohesive force is strong, ultimate compression strength is high, gain in strength is fast.In addition,, owing to using in a large number Industrial Solid Wastes and production technique simple, therefore cost is relatively cheap.
Summary of the invention
The object of the invention is to use for reference prior art, prepare that a kind of cohesive force is strong, ultimate compression strength is high, weather resistance and water-tolerant, gain in strength is fast, technique is simple, with low cost injection material, to overcome that the existing plugging effect of conventional grout material is poor, intensity rises slow, the shortcoming of consolidation strength and durability degree deficiency.
The technical scheme that the present invention solves the problems of the technologies described above is as follows: a kind of injection material, prepared by following weight parts raw material
1) formula:
Solid sodium silicate 10-20 part, slag micropowder 35-45 part, 25 ~ 35 parts, flyash, SILICA FUME 5-10 part, metakaolin 5-10 part, 1 ~ 3 part of water reducer, water-holding agent 0.1-0.3 part, flow promotor 1-5 part;
2) preparation method:
(1) first by solid flyash grinding in ball mill, until its particle diameter is less than 20 microns, stand-by;
(2) proportionally weigh other raw materials, join in agravic blender and be uniformly dispersed, then pack according to certain amount, obtain injection material;
Described solid water glass is commercially available industrial solid sodium silicate, and its modulus is 2.0-2.5, and after mixing with water, the solubleness in water is greater than 95%;
Described flyash is the dust collection thing after the coal burning of commercially available power plant or chemical plant emission;
Described slag is that granulated blast-furnace slag is worn into the slag micropowder that specific surface area is greater than 500 square metres/kilogram, is commercially available prod;
Described SILICA FUME is commercially available prod, and its fineness is greater than 1000 orders; Described metakaolin is that fineness is to be greater than 1000 the water-washed kaoline product through 2 hours gained of 800 DEG C of calcining at constant temperature;
Described water reducer is solid granular polycarboxylic acid mixing water reducer, is commercially available prod;
Described water-holding agent is Natvosol, is commercially available prod;
Described flow promotor is nano silicon, is commercially available prod.
Advantage of the present invention and effect: the present invention is taking ground polymers material synthesis technology as basis, injection material is by chemical reaction sclerosis fast, can reach at short notice very high intensity, product of the present invention intensity in 2 hours can reach 30MPa, within 1 day, intensity reaches 60MPa, meets the requirement of injection material completely.Injection material of the present invention has asepsis environment-protecting, cohesive force is strong, ultimate compression strength is high, good endurance, the simple advantage of good, the with low cost technique of ageing-resistant performance.
Embodiment
Embodiment 1:
The present invention fills a prescription one:
Component Formula (weight part)
Sodium silicate solid (m=2.0) 10
Slag micropowder 45
Flyash 25
Metakaolin 8
SILICA FUME 8
Water reducer 1
Natvosol 0.1
Nano silicon 3
Add up to 100.1
Embodiment 2
The present invention fills a prescription two:
Component Formula (weight part)
Sodium silicate solid (m=2.5) 20
Slag micropowder 35
Flyash 35
Metakaolin 5
SILICA FUME 5
Water reducer 3
Natvosol 0.3
Nano silicon 1
Add up to 104.3
Embodiment 3
The present invention fills a prescription three:
Component Formula (weight part)
Sodium silicate solid (m=2.2) 15
Slag micropowder 38
Flyash 28
Metakaolin 10
SILICA FUME 7
Water reducer 1
Natvosol 0.2
Nano silicon 5
Add up to 104.2
Embodiment 4
The present invention fills a prescription four:
Component Formula (weight part)
Sodium silicate solid (m=2.4) 18
Slag micropowder 35
Flyash 30
Metakaolin 6
SILICA FUME 8
Water reducer 1.5
Natvosol 0.2
Nano silicon 2
Add up to 100.7
More than formula is all to be prepared as follows method preparation:
(1) first by solid flyash grinding in ball mill, until its particle diameter is less than 20 microns, stand-by;
(2) proportionally weigh other raw materials, join in agravic blender and be uniformly dispersed, then pack according to certain amount, can obtain injection material.

Claims (1)

1. an injection material, is characterized in that described injection material prepared by following weight parts raw material:
1) formula:
Solid sodium silicate 10-20 part, slag micropowder 35-45 part, 25 ~ 35 parts, flyash, SILICA FUME 5-10 part, metakaolin 5-10 part, 1 ~ 3 part of water reducer, water-holding agent 0.1-0.3 part, flow promotor 1-5 part;
2) preparation method:
(1) first by solid flyash grinding in ball mill, until its particle diameter is less than 20 microns, stand-by;
(2) proportionally weigh other raw materials, join in agravic blender and be uniformly dispersed, then pack according to certain amount, obtain injection material.
CN201410414092.8A 2014-08-21 2014-08-21 Grouting material Pending CN104177055A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410414092.8A CN104177055A (en) 2014-08-21 2014-08-21 Grouting material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410414092.8A CN104177055A (en) 2014-08-21 2014-08-21 Grouting material

Publications (1)

Publication Number Publication Date
CN104177055A true CN104177055A (en) 2014-12-03

Family

ID=51958440

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410414092.8A Pending CN104177055A (en) 2014-08-21 2014-08-21 Grouting material

Country Status (1)

Country Link
CN (1) CN104177055A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104446213A (en) * 2014-12-10 2015-03-25 广西启利新材料科技股份有限公司 Grouting material employing red mud as raw material
CN105272091A (en) * 2015-09-25 2016-01-27 山东科技大学 Geopolymer composite grouting material, and preparation method and use method thereof
CN107601988A (en) * 2017-10-11 2018-01-19 上海力阳道路加固科技股份有限公司 A kind of microdilatancy cracking resistance super hardening two-component geopolymer injecting paste material
WO2018028225A1 (en) * 2016-08-12 2018-02-15 卓达新材料科技集团威海股份有限公司 Fly ash based geopolymer grouting material and preparation method therefor
CN110028280A (en) * 2019-05-29 2019-07-19 安徽富煌钢构股份有限公司 A kind of super hardening slag-based grouting material and preparation method thereof
WO2020199907A1 (en) * 2019-04-03 2020-10-08 Optimix Eco Building Material Limited Low-shrinkage alkali-activated dry mix repair mortar
CN113321464A (en) * 2021-05-08 2021-08-31 建研建材有限公司 Anti-corrosion waterproof cement-based grouting material and preparation method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102617106A (en) * 2012-03-30 2012-08-01 华南理工大学 Mineral polymer foaming material as well as preparation method and application of mineral polymer foaming material
CN102863199A (en) * 2012-09-21 2013-01-09 华南理工大学 Preparation of geopolymer inorganic gelled material combining fire insulating and protecting functions and application
CN103482950A (en) * 2013-09-13 2014-01-01 刘海锋 Sandwich layer used for making light partition wall batten
CN103880377A (en) * 2014-02-20 2014-06-25 广西交通科学研究院 Geopolymer grouting material and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102617106A (en) * 2012-03-30 2012-08-01 华南理工大学 Mineral polymer foaming material as well as preparation method and application of mineral polymer foaming material
CN102863199A (en) * 2012-09-21 2013-01-09 华南理工大学 Preparation of geopolymer inorganic gelled material combining fire insulating and protecting functions and application
CN103482950A (en) * 2013-09-13 2014-01-01 刘海锋 Sandwich layer used for making light partition wall batten
CN103880377A (en) * 2014-02-20 2014-06-25 广西交通科学研究院 Geopolymer grouting material and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
季晓丽 等: ""地聚合物注浆材料在治理桥头跳车病害中的应用"", 《华东公路》 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104446213A (en) * 2014-12-10 2015-03-25 广西启利新材料科技股份有限公司 Grouting material employing red mud as raw material
CN105272091A (en) * 2015-09-25 2016-01-27 山东科技大学 Geopolymer composite grouting material, and preparation method and use method thereof
WO2018028225A1 (en) * 2016-08-12 2018-02-15 卓达新材料科技集团威海股份有限公司 Fly ash based geopolymer grouting material and preparation method therefor
CN107601988A (en) * 2017-10-11 2018-01-19 上海力阳道路加固科技股份有限公司 A kind of microdilatancy cracking resistance super hardening two-component geopolymer injecting paste material
WO2020199907A1 (en) * 2019-04-03 2020-10-08 Optimix Eco Building Material Limited Low-shrinkage alkali-activated dry mix repair mortar
CN110028280A (en) * 2019-05-29 2019-07-19 安徽富煌钢构股份有限公司 A kind of super hardening slag-based grouting material and preparation method thereof
CN110028280B (en) * 2019-05-29 2021-07-30 安徽富煌钢构股份有限公司 Super early strength slag-based grouting material and preparation method thereof
CN113321464A (en) * 2021-05-08 2021-08-31 建研建材有限公司 Anti-corrosion waterproof cement-based grouting material and preparation method thereof

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Application publication date: 20141203