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Preparation method of grouting bonding material for prefabricated offshore buildings

A bonding material and assembly technology, applied in the field of building materials

Active Publication Date: 2021-04-27
HUBEI UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This is a technical problem that is difficult for ordinary grouting materials and urgently needs to be solved by researchers.

Method used

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  • Preparation method of grouting bonding material for prefabricated offshore buildings
  • Preparation method of grouting bonding material for prefabricated offshore buildings
  • Preparation method of grouting bonding material for prefabricated offshore buildings

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] (1) Dissolve 5 parts of boron nitride nanosheets and 0.2 part of hyperbranched polyethyleneimine in 5 parts of deionized water, microwave treatment and stirring at 60 ° C, cool to room temperature after 4 hours in a nitrogen atmosphere, and then wash with ethanol Washing, centrifugal filtration, and freeze-drying to obtain modified boron nitride nanosheets, which are regarded as component A;

[0027] (2) 40 parts of superfine fly ash, 10 parts of metakaolin, 3 parts of steel slag, 5 parts of carbide slag, and 2 parts of phosphogypsum were mixed with water at a water-solid ratio of 0.35, and were regarded as component B;

[0028] (3) Put component A and component B in a homogenizer, mix and stir to make slurry, and prepare boron nitride nanosheet modified fly ash geopolymer composite bonding material.

[0029] The performance indicators of each parameter are as follows, all of which meet the requirements of the "GB-T31289-2014 Marine Portland Cement" standard:

[0030] ...

Embodiment 2

[0033] (1) Dissolve 5.5 parts of boron nitride nanosheets and 0.25 parts of branched polyethyleneimine in 5 parts of deionized water, microwave treatment and stirring at 65 ° C, cool to room temperature after 4.5 hours in a nitrogen atmosphere, and then use Washing with ethanol, centrifugal filtration, and freeze-drying to obtain modified boron nitride nanosheets, which are regarded as component A;

[0034] (2) 45 parts of superfine fly ash, 12 parts of metakaolin, 3 parts of steel slag, 6 parts of carbide slag, and 3 parts of phosphogypsum were mixed with water at a water-solid ratio of 0.35, and were regarded as component B;

[0035] (3) Put component A and component B in a homogenizer, mix and stir to make slurry, and prepare boron nitride nanosheet modified fly ash geopolymer composite bonding material.

[0036] The performance indicators of each parameter are as follows, all of which meet the requirements of the "GB-T31289-2014 Marine Portland Cement" standard:

[0037] ...

Embodiment 3

[0040] (1) Dissolve 6 parts of boron nitride nanosheets and 0.3 parts of linear polyethyleneimine in 6 parts of deionized water, microwave at 70°C and stir, cool to room temperature after 5 hours in a nitrogen atmosphere, and wash with ethanol , centrifugal filtration, and freeze-drying to obtain modified boron nitride nanosheets, which are regarded as component A;

[0041] (2) 50 parts of superfine fly ash, 12 parts of metakaolin, 3.5 parts of steel slag, 5 parts of carbide slag, and 3 parts of phosphogypsum were mixed with water at a water-solid ratio of 0.35, and were regarded as component B;

[0042] (3) Put component A and component B in a homogenizer, mix and stir to make slurry, and prepare boron nitride nanosheet modified fly ash geopolymer composite bonding material.

[0043] The performance indicators of each parameter are as follows, all of which meet the requirements of the "GB-T31289-2014 Marine Portland Cement" standard:

[0044]

[0045]

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Abstract

The invention relates to a preparation method of a grouting bonding material used for an assembled marine construction, which solves the problem that the existing non-targeted grouting bonding material is used for the assembled marine construction. The technical solution is to mix the component A made of boron nitride nanosheets modified by polymer with the component B composed of ultrafine fly ash, metakaolin, carbide slag, phosphogypsum, steel slag and water A grouting adhesive material is prepared. The invention has the advantages of simple process, low production cost, good chloride ion penetration resistance, durability, freeze-thaw resistance, bonding performance and ductility.

Description

technical field [0001] The invention relates to a building material, in particular to a preparation method of a grouting bonding material used for an assembled marine construction. Background technique [0002] The prefabricated building completes the construction of the building structure through the on-site assembly of prefabricated concrete components, so it has the characteristics of fast construction speed, high labor efficiency, good building quality, and less climate constraints. As one of the key technical links in the construction of prefabricated buildings, the grouting materials for prefabricated buildings constitute the key nodes between prefabricated components, and are the parts with the most demanding requirements on mechanical strength, size matching, and durability. higher performance requirements. [0003] With the development of nanotechnology, its surface effect, small size effect and macroscopic quantum tunneling effect have shown good application prosp...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/00C04B111/70
CPCC04B28/006C04B2111/70C04B2201/50C04B14/327C04B18/08C04B14/104C04B18/0481C04B18/142C04B22/144
Inventor 苏英邱慧琼贺行洋陈顺杨进谭洪波王迎斌曾三海陈威王传辉王庭苇彭凯
Owner HUBEI UNIV OF TECH