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Single-component modified geopolymer and application thereof

A geopolymer and one-component technology, applied in the field of one-component modified geopolymers, can solve the problems of failure to eliminate hidden dangers of quality, high requirements for construction operations, and blockage of grouting equipment, etc., and achieve simple structure and solidification Slow speed, reducing the effect of transshipment

Inactive Publication Date: 2021-01-05
JIANGSU NIGAO SCI & TECH +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the geopolymer grouting materials in the prior art mainly use two-component geopolymer materials, and the actual application process needs to produce a liquid alkaline activator, which is corrosive and will irritate the skin and corrode the container. In addition, after the two-component geopolymer is mixed, an exothermic reaction occurs, the thickening speed is fast, and the operation time is short. During the application process, the grouting equipment must be cleaned in time, otherwise the grouting equipment will be blocked, which requires high construction operations.
[0004] At the same time, the cold regeneration treatment process of the fly ash crushed stone base milling material is mainly through adding cement, slaked lime and other materials to the fly ash crushed stone base milling material for cold regeneration treatment. Usually, there is a defect of insufficient bearing capacity, and new secondary is needed. Lime soil can meet the requirements of use; on the other hand, for roads that are refurbished due to pavement damage caused by the expansion of fly ash macadam, there may be excessive lime, burnt lime, excessive gypsum and other factors that cause expansion in the milling material of the lime macadam base. Existence, adding cement, slaked lime and other materials on the basis of cold regeneration treatment may lead to the possibility of further expansion, and the purpose of eliminating quality hidden dangers cannot be achieved

Method used

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  • Single-component modified geopolymer and application thereof
  • Single-component modified geopolymer and application thereof
  • Single-component modified geopolymer and application thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] A one-component modified geopolymer, comprising the following raw materials in parts by mass:

[0038]

[0039] Solid activator comprises the raw material of following mass parts:

[0040] Instant Sodium Silicate 50.0

[0041] Instant dissolving sodium fluorosilicate 15.0

[0042] Sodium carbonate 20.0;

[0043] The modulus of instant sodium silicate is 1.4;

[0044] Additive comprises the raw material of following mass parts:

[0045] Polycarboxylate superplasticizer 65.0

[0046] Defoamer 10.0

[0047] Diutin 5.0.

[0048] The one-component modified geopolymer and water are mixed at a high speed at a mass ratio of 1:0.3 before grouting construction.

[0049] Fly ash crushed stone cold regeneration treatment process has the following steps:

[0050] (1) Spread and mix the one-component modified geopolymer and the milling material for the base course of lime-fly ash gravel at a mass ratio of 8.0:100.0;

[0051] (2) Level the evenly mixed fly ash and gravel r...

Embodiment 2

[0054] A one-component modified geopolymer, comprising the following raw materials in parts by mass:

[0055]

[0056] Solid activator comprises the raw material of following mass parts:

[0057] Instant Sodium Silicate 52.0

[0058] Instant dissolving sodium fluorosilicate 19.0

[0059] Sodium carbonate 21.0;

[0060] The modulus of instant sodium silicate is 1.5;

[0061] Additive comprises the raw material of following mass parts:

[0062] Polycarboxylate superplasticizer 70.0

[0063] Defoamer 12.0

[0064] Diutin 6.5.

[0065] The one-component modified geopolymer and water are mixed at a high speed at a mass ratio of 1:0.32 before grouting construction.

[0066] Fly ash crushed stone cold regeneration treatment process has the following steps:

[0067] (1) Spread and mix the one-component modified geopolymer and the milling material of the fly ash gravel base in a mass ratio of 9.5:100.0;

[0068] (2) Level the evenly mixed fly ash and gravel recycled materials...

Embodiment 3

[0071] A one-component modified geopolymer, comprising the following raw materials in parts by mass:

[0072]

[0073] Solid activator comprises the raw material of following mass parts:

[0074] Instant Sodium Silicate 55.0

[0075] Instant dissolving sodium fluorosilicate 22.5

[0076] Sodium carbonate 22.5;

[0077] The modulus of instant sodium silicate is 1.7;

[0078] Additive comprises the raw material of following mass parts:

[0079] Polycarboxylate superplasticizer 72.5

[0080] Defoamer 15.0

[0081] Diutin 7.5.

[0082] The one-component modified geopolymer and water are mixed at a high speed at a mass ratio of 1:0.35 before grouting construction.

[0083] Fly ash crushed stone cold regeneration treatment process has the following steps:

[0084] (1) Spread and mix the one-component modified geopolymer and the milling material for the base course of fly ash crushed stone at a mass ratio of 11.5:100.0;

[0085] (2) Level the evenly mixed fly ash and grav...

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Abstract

The invention discloses a single-component modified geopolymer and an application thereof. The single-component modified geopolymer is prepared from 50.0 to 60.0 parts of an industrial byproduct silicon-aluminum mineral material, 25.0 to 30.0 parts of construction waste powder, 5.0 to 10.0 parts of cement, 5.0 to 10.0 parts of a solid excitant and 0.2 to 1.0 part of an additive. The prepared single-component modified geopolymer adopts the solid excitant, the solid excitant is a salt substance, and the prepared single-component modified geopolymer is in a solid state, convenient to transport, low in curing speed and long in operable time, and can be directly constructed after water is added and stirred on site, the single-component modified geopolymer is applied to a lime-fly ash gravel cold regeneration treatment process, and a base material obtained through cold regeneration treatment is high in strength and good in stability. According to the lime-fly ash gravel cold regeneration treatment process, lime-fly ash gravel base course milling material field treatment can be achieved, the transferring and stacking cost is reduced, and environmental pollution is reduced.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a single-component modified geopolymer and its application. Background technique [0002] Grouting, also known as grouting, is to prepare certain materials into grout, and use pressure feeding equipment to inject it into the gaps between particles in the formation, the interface or cracks of the soil layer through drilling holes, and spread, gel, and solidify to achieve reinforcement. For the purpose of formation or anti-seepage and plugging, grouting technology is widely used in water conservancy, mining, construction engineering, traffic engineering and other fields. Commonly used grouting materials are: 1) organic polymer grout materials such as epoxy resin, polyurethane, acrylate and other chemical grout materials, which generally have low viscosity and are easy to enter small cracks or pores in the soil, and have strong grout injection ability , but the cost is h...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B7/26C04B28/00C04B18/16E01C19/46
CPCC04B7/243C04B12/005C04B18/16C04B28/006E01C19/46Y02W30/91Y02P40/10
Inventor 吴开胜王道中钱中秋臧林陈浩峰吴光
Owner JIANGSU NIGAO SCI & TECH
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