CN111470820A - Basalt fiber cement-based grouting material - Google Patents

Basalt fiber cement-based grouting material Download PDF

Info

Publication number
CN111470820A
CN111470820A CN202010299573.4A CN202010299573A CN111470820A CN 111470820 A CN111470820 A CN 111470820A CN 202010299573 A CN202010299573 A CN 202010299573A CN 111470820 A CN111470820 A CN 111470820A
Authority
CN
China
Prior art keywords
parts
cement
grouting material
basalt fiber
slurry
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
CN202010299573.4A
Other languages
Chinese (zh)
Inventor
吴正光
孙海峰
刘聪
刘安安
卢祎苗
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.)
Yangzhou University
Original Assignee
Yangzhou University
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 Yangzhou University filed Critical Yangzhou University
Priority to CN202010299573.4A priority Critical patent/CN111470820A/en
Publication of CN111470820A publication Critical patent/CN111470820A/en
Pending legal-status Critical Current

Links

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
    • C04B28/04Portland cements
    • 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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38Fibrous materials; Whiskers
    • C04B14/46Rock wool ; Ceramic or silicate fibres
    • 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
    • C04B2111/70Grouts, e.g. injection mixtures for cables for prestressed concrete
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

Landscapes

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

Abstract

The invention belongs to the field of building materials, and particularly relates to a basalt fiber cement-based grouting material. The paint comprises the following components in parts by weight: 100 parts of cement, 100 parts of fine aggregate, 120 parts of mineral admixture, 10-20 parts of water reducing agent, 0.2-0.5 part of defoaming agent, 0.2-0.4 part of retarder, 2-4 parts of chopped basalt fiber and 30-35 parts of water. According to the invention, the basalt fiber is doped into the cement-based grouting material in an optimized proportion, so that the mechanical property of the cement-based grouting material is improved, and the service life of the cement-based grouting material is prolonged.

Description

Basalt fiber cement-based grouting material
Technical Field
The invention belongs to the field of building materials, and particularly relates to a basalt fiber cement-based grouting material.
Background
The cement-based grouting material is a dry-mixed material which is prepared by taking cement as a base material and adding a proper amount of fine aggregate, other admixtures, additives and the like, and has the characteristics of high fluidity, early strength, high strength, no pollution and the like after being mixed with water. The grouting material is widely used for secondary grouting of equipment foundations, grouting of steel structure column foundations, grouting of small-gap bonding of track foundations and the like, anchoring of foundation bolts, reinforcing and repairing grouting of concrete beams, columns, plates and walls, and repairing irregular dead corners, corners and concrete cavities which are difficult to pour of other common concrete.
Along with the development of economy in China, the installation of various ultra-large equipment and the construction of a large number of high-difficulty bridges and railways, higher requirements are put forward on the strength of grouting materials.
The existing cement-based grouting materials have low early strength and poor durability, and affect the stability and durability of equipment installation and building structures, so the improvement and perfection of the performance of the grouting materials are urgently needed
Disclosure of Invention
The invention aims to provide a basalt fiber cement-based grouting material, which is characterized in that basalt fibers are doped into the grouting material, so that the overall strength of the grouting material is improved, and the service life is prolonged.
The technical solution for realizing the purpose of the invention is as follows: the basalt fiber cement-based grouting material comprises the following components in parts by weight: 100 parts of cement, 100 parts of fine aggregate, 120 parts of mineral admixture, 10-20 parts of water reducing agent, 0.2-0.5 part of defoaming agent, 0.2-0.4 part of retarder, 2-4 parts of chopped basalt fiber and 30-35 parts of water.
Further, the length of the chopped basalt fiber is 6-12 mm.
Further, the cement is ordinary portland cement.
Further, the fine aggregate is quartz sand.
Further, the mineral admixture is I-grade fly ash.
Further, the water reducing agent is one of a polycarboxylic acid water reducing agent, a naphthalene-based high-efficiency water reducing agent or a sulfamate high-efficiency water reducing agent.
Further, the defoaming agent is one of emulsified silicone oil, polyoxyethylene, polyoxypropylene or pentaerythritol ether.
Further, the retarder is sodium citrate.
Compared with the prior art, the invention has the remarkable advantages that:
according to the invention, the basalt fibers are doped into the cement-based grouting material in an optimized proportion to fill partial pores of the internal structure of the grouting material, so that the cohesive force among aggregates is enhanced, the dispersion of redundant moisture in the grouting material is promoted, the formation of pores is prevented or reduced, the effect of effectively resisting cracks is achieved, the mechanical property of the cement-based grouting material is improved, and the service life of the cement-based grouting material is prolonged.
Detailed Description
The present invention is further illustrated by the following specific examples, which are intended to be illustrative only and not limiting.
Example 1
Cement: 100 portions of
Fine aggregate: 110 portions of
Mineral admixture: 15 portions of
Water reducing agent: 0.3 part
Defoaming agent: 0.3 part
Retarder: 0.2 part
30 portions of water
Example 2
Cement: 100 portions of
Fine aggregate: 110 portions of
Mineral admixture: 15 portions of
Water reducing agent: 0.3 part
Defoaming agent: 0.3 part
Retarder: 0.2 part
6mm basalt fiber: 2 portions of
Water: 30 portions of
Example 3
Cement: 100 portions of
Fine aggregate: 110 portions of
Mineral admixture: 15 portions of
Water reducing agent: 0.3 part
Defoaming agent: 0.3 part
Retarder: 0.2 part
9mm basalt fiber: 2 portions of
Water: 30 portions of
Example 4
Cement: 100 portions of
Fine aggregate: 110 portions of
Mineral admixture: 15 portions of
Water reducing agent: 0.3 part
Defoaming agent: 0.3 part
Retarder: 0.2 part
12mm basalt fiber: 2 portions of
Water: 30 portions of
The performance of the cement-based grouting materials obtained in examples 1 to 4 was tested according to the experimental method described in GB/T50448-2015 "technical Specification for application of Cement-based grouting materials".
Example 1 Example 2 Example 3 Example 4
Compressive Strength 1d (MPa) 30.6 35.3 38.8 38.5
Compressive Strength 3d (MPa) 46.4 55.8 58.5 60.3
Compressive strength 28d (MPa) 74.5 84.9 84.3 81.4
Flexural strength 1d (MPa) 5.7 8.2 8.7 9.1
Flexural strength 3d (MPa) 7.1 10.6 12.3 13
Flexural strength 28d (MPa) 14.6 16.7 17.4 16.4

Claims (8)

1. The basalt fiber cement-based grouting material is characterized by comprising the following components in parts by weight: 100 parts of cement, 100 parts of fine aggregate, 120 parts of mineral admixture, 10-20 parts of water reducing agent, 0.2-0.5 part of defoaming agent, 0.2-0.4 part of retarder, 2-4 parts of chopped basalt fiber and 30-35 parts of water.
2. The slurry of claim 1, wherein said chopped basalt fibers have a length of 6-12 mm.
3. The slurry of claim 1, wherein the cement is portland cement.
4. The slurry of claim 1, wherein the fine aggregate is quartz sand.
5. The slurry of claim 1, wherein the mineral admixture is a class i fly ash.
6. The slurry of claim 1, wherein the water reducer is one of a polycarboxylate water reducer, a naphthalene based superplasticizer, or a sulfamate superplasticizer.
7. The slurry of claim 1, wherein the defoamer is one of silicone emulsion, polyoxyethylene, polyoxypropylene or pentaerythritol ether.
8. The slurry of claim 1, wherein the set retarder is sodium citrate.
CN202010299573.4A 2020-04-16 2020-04-16 Basalt fiber cement-based grouting material Pending CN111470820A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010299573.4A CN111470820A (en) 2020-04-16 2020-04-16 Basalt fiber cement-based grouting material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010299573.4A CN111470820A (en) 2020-04-16 2020-04-16 Basalt fiber cement-based grouting material

Publications (1)

Publication Number Publication Date
CN111470820A true CN111470820A (en) 2020-07-31

Family

ID=71753583

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010299573.4A Pending CN111470820A (en) 2020-04-16 2020-04-16 Basalt fiber cement-based grouting material

Country Status (1)

Country Link
CN (1) CN111470820A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114735974A (en) * 2022-05-09 2022-07-12 西安建筑科技大学 High-performance composite cement-based grouting material
CN114855898A (en) * 2022-04-27 2022-08-05 中交第三航务工程局有限公司 Structure for reinforcing wharf pile foundation by adopting basalt fiber sleeve and construction method
CN115057678A (en) * 2022-06-20 2022-09-16 临海市忠信新型建材有限公司 Ordinary cement-based grouting material for stabilizing bottom plate of bridge support
CN115075311A (en) * 2022-04-27 2022-09-20 中交第三航务工程局有限公司 Structure for reinforcing and repairing wharf pile foundation by comprehensively adopting basalt fibers and construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008120611A (en) * 2006-11-09 2008-05-29 Denki Kagaku Kogyo Kk Grout composition, grout mortar and grout construction method
CN105541209A (en) * 2015-12-21 2016-05-04 中民筑友有限公司 Basalt fiber reinforced cement based material and preparation method therefor
CN105541208A (en) * 2015-12-21 2016-05-04 中民筑友有限公司 Basalt fiber reinforced cement based material and preparation method therefor
CN106380147A (en) * 2016-09-29 2017-02-08 万玉君 High-temperature-resistant high-ductility fiber-reinforced cement-base composite material and preparation method thereof
CN107010896A (en) * 2017-04-20 2017-08-04 福州大学 A kind of regeneration concrete for filling be chopped basalt fibre and regenerated coarse aggregate
CN109592950A (en) * 2018-12-25 2019-04-09 北京纽维逊建筑工程技术有限公司 Heat resistant type strength cement-based grouting material and preparation method thereof

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008120611A (en) * 2006-11-09 2008-05-29 Denki Kagaku Kogyo Kk Grout composition, grout mortar and grout construction method
CN105541209A (en) * 2015-12-21 2016-05-04 中民筑友有限公司 Basalt fiber reinforced cement based material and preparation method therefor
CN105541208A (en) * 2015-12-21 2016-05-04 中民筑友有限公司 Basalt fiber reinforced cement based material and preparation method therefor
CN106380147A (en) * 2016-09-29 2017-02-08 万玉君 High-temperature-resistant high-ductility fiber-reinforced cement-base composite material and preparation method thereof
CN107010896A (en) * 2017-04-20 2017-08-04 福州大学 A kind of regeneration concrete for filling be chopped basalt fibre and regenerated coarse aggregate
CN109592950A (en) * 2018-12-25 2019-04-09 北京纽维逊建筑工程技术有限公司 Heat resistant type strength cement-based grouting material and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
姚治邦: "《建筑材料实用配方手册》", 31 May 1991, 南京:河海大学出版社 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114855898A (en) * 2022-04-27 2022-08-05 中交第三航务工程局有限公司 Structure for reinforcing wharf pile foundation by adopting basalt fiber sleeve and construction method
CN115075311A (en) * 2022-04-27 2022-09-20 中交第三航务工程局有限公司 Structure for reinforcing and repairing wharf pile foundation by comprehensively adopting basalt fibers and construction method
CN114735974A (en) * 2022-05-09 2022-07-12 西安建筑科技大学 High-performance composite cement-based grouting material
CN115057678A (en) * 2022-06-20 2022-09-16 临海市忠信新型建材有限公司 Ordinary cement-based grouting material for stabilizing bottom plate of bridge support

Similar Documents

Publication Publication Date Title
CN111470820A (en) Basalt fiber cement-based grouting material
CN109704695B (en) Early-strength cast-in-situ reactive powder concrete and preparation method thereof
CN110105012B (en) High-performance admixture special for sprayed concrete
CN103172296B (en) Post-tensioned pre-stressed concrete beam pipeline grouting agent
CN111072366B (en) Inorganic grouting material capable of stopping open water and reinforcing structure and preparation method and application thereof
CN103979901B (en) A kind of cement based shrinking-free grouting material and using method being mixed with phosphorus slag powder
CN110981278A (en) Concrete admixture and use method thereof
CN110922118A (en) All-light high-strength concrete for assembled components and preparation method thereof
CN112919864A (en) Recycled aggregate fiber reinforced shotcrete and preparation method thereof
CN111484290A (en) Super-retarding concrete
CN112521114A (en) Fiber reinforced cement-based composite material for 3D printing and preparation method thereof
CN111439973B (en) Cement-based grouting material and preparation method and application thereof
CN111333377A (en) High-tensile-strength concrete and preparation method thereof
CN111549655A (en) Composite material for reinforcing and repairing ultrahigh-performance pier and preparation method thereof
CN113998940A (en) Reinforced concrete for prestressed carbon fiber board
CN111943609B (en) Mortar for tunnel corrugated plate reinforced structure
CN112341037A (en) Reproducible self-healing inorganic concrete proliferation agent and preparation method and application thereof
CN112592114A (en) Waterproof and antirust material for PC (polycarbonate) component
CN111848066A (en) Rapid road repairing mortar and construction process thereof
CN113135717B (en) LC30 light-weight high-strength pumping ceramsite concrete and preparation method thereof
CN114249570A (en) NiTi alloy fiber concrete and preparation method thereof
CN112500088A (en) Sprayed high-ductility concrete and preparation method thereof
CN112761376A (en) Mortar reinforcing and repairing method for wall settlement cracking
CN109553327B (en) Concrete additive and preparation method and application thereof
CN112521070A (en) Early high-strength sprayed concrete slurry, early high-strength sprayed concrete and construction method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20200731