CN104177055A - Grouting material - Google Patents
Grouting material Download PDFInfo
- 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
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- 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
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Classifications
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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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- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use 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
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.
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 |
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CN (1) | CN104177055A (en) |
Cited By (7)
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)
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 |
-
2014
- 2014-08-21 CN CN201410414092.8A patent/CN104177055A/en active Pending
Patent Citations (4)
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)
Title |
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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)
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 |