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A self-leveling low-shrinkage high-strength mortar

A low-shrinkage, self-leveling technology, applied in the field of building materials, can solve the problems of enlargement, difficulty in high strength and low shrinkage, and achieve the effect of improving durability, reducing fluidity and reducing shrinkage

Active Publication Date: 2020-05-12
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Modern mortar technology has developed, and the types of commercially available mortar have increased, but most of the mortar is still ordinary masonry mortar and thermal insulation mortar, and the cementitious material has been changed from simple ordinary Portland cement to Portland cement. Ash, the water-binder ratio is reduced from about 1.0 to about 0.6. At the same time, a small amount of water reducer and thickener are added to ensure the water retention and fluidity of the mortar, but its shrinkage value is very large, and the shrinkage value of 28d can reach more than 1mm. The use of high-strength mortar will further increase the shrinkage of the mortar. Similarly, the mortar that improves the fluidity of the mortar to a self-leveling state generally has a high content of cementitious materials, so its shrinkage will be further increased, and it is difficult to have both high strength and large fluidity. Low shrinkage, good durability

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] The cementitious material used in the prepared mortar is a composite system of P·II 42.5 grade Portland cement, low-alkalinity sulphoaluminate cement, I grade fly ash, S95 grade slag micropowder and microbeads. The fine aggregate used is river sand (medium sand) with a fineness modulus of 2.6, and water-soaked non-burning light sand with a water absorption rate of 20%. The fibers used are copper-plated steel fibers with a length of 4-8mm and an aspect ratio of 30-70. The water reducer used is an air-entraining low-shrinkage polycarboxylate water reducer with a water reducing rate of 26%. The water used is potable tap water.

[0023] The amount of each material is: cementitious material accounts for 32.1% of the total mass ratio, of which Portland cement accounts for 15.4% of the total mass ratio, sulphoaluminate cement accounts for 1.61% of the total mass ratio, and fly ash accounts for the total mass ratio 8.0% of the total mass ratio, slag accounts for 3.9% of the t...

Embodiment 2

[0029] The cementitious material used in the prepared mortar is a composite system of P·II 52.5 grade Portland cement, low-alkalinity sulphoaluminate cement, I grade fly ash, S105 grade slag micropowder and microbeads. The fine aggregate used is river sand (medium sand) with a fineness modulus of 2.6, and pottery sand with a water absorption rate of 10%. The fibers used are stainless steel fibers with a length of 4-8mm and an aspect ratio of 30-70. The water reducer used is an air-entraining low-shrinkage polycarboxylate water reducer with a water reducing rate of 26%. The water used is potable tap water.

[0030] Adopt the same preparation method as Example 1.

[0031] The amount of each material is: cementitious material accounts for 28.5% of the total mass ratio, Portland cement accounts for 14.3% of the total mass ratio, sulphoaluminate cement accounts for 2.8% of the total mass ratio, and fly ash accounts for 20% of the total mass ratio 2.8%, slag accounts for 2.9% of ...

Embodiment 3

[0036] Using the same material and preparation method as in Example 1.

[0037] The amount of each material is as follows: cementitious material accounts for 35.1% of the total mass ratio, Portland cement accounts for 13.3% of the total mass ratio, sulphoaluminate cement accounts for 4.2% of the total mass ratio, and fly ash accounts for 10% of the total mass ratio 5.3%, slag accounts for 7.0% of the total mass ratio, microbeads account for 5.3% of the total mass ratio; tap water accounts for 9.3% of the total mass ratio (the mass ratio of water to cementitious material is 0.265); polycarboxylate superplasticizer accounts for the total mass ratio The mass ratio is 0.70% (the dosage is 2% of the mass of the cementitious material); the fine aggregate accounts for 54.2% of the total mass ratio (the mass ratio of fine aggregate to cementitious material is 1.55), and the light sand accounts for 8.4% of the total mass ratio (accounting for 26.2% of fine aggregate volume ratio), rive...

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PUM

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Abstract

The invention discloses self-leveling mortar with low shrinkage and high strength. The mortar is prepared from a cementitious material, fine aggregate, a fiber, an additive and water, wherein the cementitious material is prepared from Portland cement, sulphoaluminate cement and a mineral admixture and accounts for 28%-36% of the total mass; the fine aggregate contains light sand and river sand and accounts for 54%-60% of the total mass, and the mass ratio of the fine aggregate to the cementitious material is 1.5-2.2; the fiber is a steel fiber, accounting for 0.1%-0.5% of the total volume; the additive is a water-reducing agent, accounting for 0.8%-2.5% of the mass of the cementitious material; the water and the cementitious material are in a mass ratio of 0.26-0.35, and the water accounts for 8 %-10% of the total mass. According to the mortar, the problems about inherent high shrinkage and high fluidity of the high-strength mortar are mainly solved, self-leveling can be realized, the shrinkage index of the mortar can meet the shrinkage requirement of the concrete with equal strength and low shrinkage, the 28d compressive strength exceeds 60 MPa, and requirements of severe service environments such as carbonization, freeze-thawing and ion erosion can also be met; the mortar has the characteristics of low shrinkage, high fluidity, high strength and full durability.

Description

technical field [0001] The invention belongs to the field of building materials, in particular to a self-leveling low-shrinkage high-strength mortar. Background technique [0002] The structure used in modern engineering is becoming more and more complex, and the environment is becoming more and more diverse, and the requirements for various properties of mortar are gradually increasing. Traditional mortar is generally composed of Portland cement, yellow sand and water. Water is only used to improve fluidity, and the water-binder ratio is not used to control the strength. Modern mortar technology has developed, and the types of commercially available mortar have increased, but most of the mortar is still ordinary masonry mortar and thermal insulation mortar, and the cementitious material has been changed from simple ordinary Portland cement to Portland cement. Ash, the water-binder ratio is reduced from about 1.0 to about 0.6. At the same time, a small amount of water reduc...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/06
CPCC04B28/06C04B2201/50C04B7/02C04B18/08C04B18/141C04B14/02C04B14/068C04B14/06C04B14/48C04B24/24C04B18/023
Inventor 庞超明龙令军朱薇薇张萍孟鑫鑫
Owner SOUTHEAST UNIV