Nano modified cement-based underwater non-dispersible material and preparation method thereof

A nano-modification and cement technology, which is used in construction, seawall revetment, water conservancy projects, and bridges. It can solve problems such as poor fluidity and dispersion resistance, low strength, and turbid water quality, and achieve good construction performance and durability. Dispersion resistance, effect of dispersion resistance improvement

Active Publication Date: 2019-10-08
闰镁科技(深圳)有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] 1. Extensive use will lead to serious water pollution and be harmful to the human body;
[0008] 2. Other materials are solid and flocculant is viscous liquid, which is inconvenient for transportation and on-site construction;
[0009] 3. Poor anti-dispersion effect
In addition, the gelling material used in the prior art is single, with poor fluidity and dispersion resistance, low early strength, and inconvenient construction. The most important properties of non-dispersible materials are underwater fluidity and dispersion resistance. The content of turbidity is 130-150mg / L, barely meeting the standard requirements of the underwater non-dispersible concrete test procedure, but the water quality around the actual construction will still be very turbid

Method used

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  • Nano modified cement-based underwater non-dispersible material and preparation method thereof
  • Nano modified cement-based underwater non-dispersible material and preparation method thereof
  • Nano modified cement-based underwater non-dispersible material and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] 525 cement: 50%, silica fume: 7%, fly ash: 10%, limestone powder: 9%, mineral powder: 10%, metakaolin: 5%, superfine cement: 9%, composed of cementitious materials, glue The gelling material is 1000g, then add aluminum sulfate: 10%, sodium metasilicate: 15%, non-dispersing agent: 0.52%, water reducing agent: 16%, defoaming agent: 0.1%, accounting for the mass fraction of gelling material, The water reducer is a powder type polycarboxylate water reducer, P803 type defoamer, and the non-dispersant is polyacrylamide flocculant, and then add 6#, 7#, 8# with a mass ratio of 5:3:2 Quartz sand, the mass ratio of the total amount of quartz sand to the cementitious material is 1:1, and the amount of water added is 540g. refer to figure 1 , 2 Tested with 3, the fluidity of the freshly mixed non-dispersible material is 260mm (in air), the content of suspended matter is 85mg / L, the 1d flexural strength is 2.1MPa, the compressive strength is 7.1MPa, the 3d flexural strength is 5.5...

Embodiment 2

[0040] 525 cement: 50%, silica fume: 7%, fly ash: 10%, limestone powder: 9%, mineral powder: 10%, metakaolin: 5%, superfine cement: 9%, composed of cementitious materials, glue The gelling material is 1000g, and then add aluminum sulfate: 10%, sodium metasilicate: 15%, nano-silicon dioxide: 10%, non-dispersing agent: 0.52%, water reducing agent 16%, disinfectant Foaming agent: 0.1%. Among them, the water reducing agent is a powder type polycarboxylate water reducing agent, P803 type defoamer, and the non-dispersing agent is polyacrylamide flocculant, and then add a mass ratio of 5:3:2 6#, 7#, 8# quartz sand, the mass ratio of the total amount of quartz sand to the cementitious material is 1:1, and the amount of water added is 540g. refer to figure 1 , 2Tested with 3, the fluidity of the freshly mixed non-dispersible material is 255mm (in air), the content of suspended matter is 79mg / L, the 1d flexural strength is 3.3MPa, the compressive strength is 9.8MPa, the 3d flexural st...

Embodiment 3

[0042] 525 cement: 55%, silica fume: 7%, fly ash: 5%, mineral powder: 6%, metakaolin: 5%, superfine cement: 17%, limestone powder: 5%, composed of cementitious materials, glue The gelling material is 1000g, and then add aluminum sulfate: 10%, sodium metasilicate: 14%, nano-silicon dioxide: 10%, non-dispersing agent: 0.5%, water reducing agent 12%, disinfectant Foaming agent: 0.1%. Among them, the water reducing agent is a powder type polycarboxylate water reducing agent, P803 type defoamer, and the non-dispersing agent is polyacrylamide flocculant, and then add a mass ratio of 5:3:2 6#, 7#, 8# quartz sand, the mass ratio of the total amount of quartz sand to the cementitious material is 1:1, and the amount of water added is 491g. refer to figure 1 , 2 Tested with 3, the fluidity of the freshly mixed non-dispersible material is 240mm (in air), the content of suspended matter is 56mg / L, the 1d flexural strength is 3.6MPa, the compressive strength is 15.2MPa, the 3d flexural st...

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Abstract

The invention belongs to the fields of water conservancy engineering, buildings, bridges, sea bank revetments, and the like, and particularly relates to a nano modified cement-based underwater non-dispersible material and a preparation method thereof. The material is prepared from cement, mineral powder, silica fume, a superplasticizer, a defoamer and other materials, a certain amount of nano-SiO2or CaCO3 and a preferred flocculant are added, the materials are mixed evenly through a mixer, and then quartz sand is added to obtain the nano modified cement-based non-dispersible material. According to the nano modified cement-based underwater non-dispersible material, the fluidity reaches 260 cm, the underwater self-leveling can be realized, good dispersion resistance is achieved while high fluidity is achieved, the content of suspended matter is lower than 80 mg/L, 1d strength is nearly 20 MPa, and 28 d strength is greater than 50 MPa, and the micro expansion effect is achieved. The nanomodified cement-based underwater non-dispersible material can be in the forms of dry powder, wet mixed mortar or concrete, and the like, can be made into dry powder materials, and can be directly used for underwater construction by being mixed with water added on site, large-scale production and application are achieved easily, and the application requirements of the fields of the water conservancy engineering, the buildings, the bridges, the sea bank revetments can be met.

Description

technical field [0001] The invention is applied to the fields of water conservancy projects, buildings, bridges, seawall revetments and the like, and specifically relates to a nano-modified cement-based underwater non-dispersible material and a preparation method thereof. Background technique [0002] The underwater non-dispersible material is to add a flocculant to the cement-based material to make it anti-dispersive during construction in water, and add fine aggregate or coarse aggregate as needed during use. Non-dispersible materials need to have the characteristics of large fluidity, high early strength, and no shrinkage, in order to achieve convenient construction, greatly shorten the construction period, and ensure project quality. [0003] The prior art patent CN106082849A provides a kind of underwater non-dispersible high-performance concrete. The concrete is composed of cementitious material, flocculant, sand, stone, and water reducer. The cementitious material is c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B111/74
CPCC04B28/00C04B2111/74C04B18/146C04B18/08C04B14/28C04B18/141C04B14/106C04B22/148C04B14/045C04B2103/302C04B2103/50C04B24/2652C04B14/06C04B22/002
Inventor 陈晓星李东云曾灶红
Owner 闰镁科技(深圳)有限公司
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