CN116496021A - Marine corrosion inhibitor and preparation method thereof - Google Patents

Marine corrosion inhibitor and preparation method thereof Download PDF

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Publication number
CN116496021A
CN116496021A CN202310564754.9A CN202310564754A CN116496021A CN 116496021 A CN116496021 A CN 116496021A CN 202310564754 A CN202310564754 A CN 202310564754A CN 116496021 A CN116496021 A CN 116496021A
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CN
China
Prior art keywords
corrosion inhibitor
marine corrosion
marine
preparation
concrete
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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
CN202310564754.9A
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Chinese (zh)
Inventor
王忠勇
井富磊
陈维英
肖维录
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Rizhao Haigongyan New Material Co ltd
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Rizhao Haigongyan New Material Co ltd
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Priority to CN202310564754.9A priority Critical patent/CN116496021A/en
Publication of CN116496021A publication Critical patent/CN116496021A/en
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    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/61Corrosion inhibitors
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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

Abstract

The invention belongs to the field of building material production, and relates to a marine corrosion inhibitor. The marine corrosion inhibitor is characterized by comprising 5-30% of an expanding agent, 0.5-2% of a water reducing agent, 20-50% of nylon fiber, 5-20% of polyvinylpyrrolidone, 5-15% of kaolin, 15-40% of fly ash and 0.5-5% of barium carbonate. The marine corrosion inhibitor can obviously improve the performances of marine concrete such as sulfate resistance, chloride ion corrosion resistance, impermeability and the like, and enhance the corrosion resistance of the concrete.

Description

Marine corrosion inhibitor and preparation method thereof
Technical Field
The invention belongs to the field of building material production, and relates to a marine corrosion inhibitor.
Background
The multiple complex factors such as salinity, climate, biology and the like in the marine environment are mutually overlapped, so that the marine environment is a service environment with the most severe materials, and is especially suitable for the cement concrete which is a main material for constructing marine foundation facilities.
The average salt content in the seawater is 3.5 percent, mainly Na+, mg2+, cl-, SO 42-and the like. On the one hand, the salt in the seawater can react with the main component of the cement hardened body, such as Mg2+ reacts with C-S-H (II) gel in the cement hardened body, so that the cement hardened body becomes M-S-H with weak or even no gelation; on the other hand, the long-term soaking in seawater causes dissolution of relatively easily soluble components such as calcium hydroxide Ca (OH) 2 in the cement hardened body, thereby causing reduction in the alkalinity of the hardened body and destruction of the dense structure. These are chemical corrosion of cement concrete by the marine environment.
Marine environments have physical and biological corrosion in addition to chemical corrosion to the cement concrete in service therein. The physical corrosion is mainly physical damage to the cement concrete caused by the combined action of dynamic seawater and environment, such as scouring action of seawater, sediment and other impurities in the seawater on the cement concrete along with sea waves and tides for a long time; the cement concrete in the water level fluctuation area and the splash area under the action of tides and sea waves repeatedly undergoes the process of soaking by seawater, evaporating and drying by water, and the salt is continuously concentrated and separated out and grows by crystallization to cause the damage of the cement concrete; freezing seawater in winter causes freeze thawing damage of cement concrete and the like. Bioerosion is the attachment of marine organisms such as shellfish, algae and microorganisms to the surface of cement concrete and the generation of acidic substances that cause corrosion to cement concrete. These corrosive effects of the marine environment tend to all occur simultaneously and mutually promote, greatly exacerbating the damage, and ocean engineering and seaside construction present significant challenges.
The problem of corrosion of marine engineering structures is a worldwide problem, and marine structures are severely lost due to marine corrosion worldwide. Along with the progress of concrete and additive technology, the corrosion resistance of ocean engineering is greatly improved, but the seawater corrosion problem still exists, and the problem needs to be solved.
Disclosure of Invention
The invention mainly aims to provide the marine concrete corrosion inhibitor, which can obviously improve the corrosion resistance of concrete after being added in the concrete production process.
The invention adopts the following technical scheme to realize the purposes:
a marine corrosion inhibitor comprises the following components:
5-30% of expanding agent
Water reducer 0.5-2%
20-50% of nylon fiber
5-20% of polyvinylpyrrolidone
Kaolin 5-15%
15-40% of fly ash
0.5-5% of barium carbonate;
further, the marine corrosion inhibitor comprises the following components:
10-20% of expanding agent
1-2% of water reducer
30-40% of nylon fiber
5-10% of polyvinylpyrrolidone
10-15% of kaolin
25-35% of fly ash
1-3% of barium carbonate.
The expanding agent in the marine corrosion inhibitor is a magnesium oxide-calcium sulfoaluminate composite expanding agent; specifically, the expanding agent contains 2-10% of magnesium oxide expanding agent and 3-20% of calcium sulfoaluminate expanding agent; further, the expanding agent contains 5-10% of magnesium oxide expanding agent and 5-10% of calcium sulfoaluminate expanding agent.
The marine corrosion inhibitor comprises 0.1-0.5% of methyl allyl alcohol polyoxyethylene ether, 0.2-0.8% of acrylic acid, 0.1-0.5% of sodium lignin sulfonate and 0.1-0.2% of sodium methacrylate sulfonate; further, the water reducer contains 0.3-0.5% of methyl allyl alcohol polyoxyethylene ether, 0.4-0.5% of acrylic acid, 0.2-0.8% of sodium lignin sulfonate and 0.1-0.2% of sodium methacrylate sulfonate.
The invention also aims to provide a preparation method of the marine corrosion inhibitor, which specifically comprises the following steps:
step A, adding a water reducer and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing an expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
The invention also provides a specific application of the marine corrosion inhibitor, namely the marine corrosion inhibitor can be used as an additive for concrete production.
The addition amount of the marine corrosion inhibitor provided by the invention is 3-8% of the mass of cement in concrete when the marine corrosion inhibitor is used as an additive for concrete production; further, the addition amount of the marine corrosion inhibitor is 5%.
The invention has the following beneficial effects:
the marine corrosion inhibitor can block gaps in cement particles, so that marine concrete expands, the structure of the concrete is more foraging, and the water blocking effect of the concrete is improved; meanwhile, the components are matched and formed into a film, so that the invasion of harmful substances such as chloride ions in the seawater can be effectively prevented, the effect of preventing the harmful substances from corroding is achieved, the performances of the marine concrete such as sulfate resistance, chloride ion corrosion resistance and impermeability can be remarkably improved, the corrosion resistance of the concrete is enhanced, the service life of the marine concrete is prolonged, and good economic benefits are achieved.
DETAILED DESCRIPTION OF EMBODIMENT (S) OF INVENTION
The present invention is further illustrated below with reference to specific examples, which are to be construed as merely illustrative of the invention and not limiting of its scope, as various equivalent modifications to the invention will fall within the scope of the claims of the application after reading the invention.
Example 1 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate, sodium methallyl sulfonate and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Example 2 preparation of marine corrosion inhibitor
The preparation method comprises the following steps: the preparation was as described in reference example 1.
Example 3 preparation of marine corrosion inhibitor
The preparation method comprises the following steps: the preparation was as described in reference example 1.
Example 4 marine Corrosion inhibitor preparation
The preparation method comprises the following steps: the preparation was as described in reference example 1.
Example 5 preparation of marine corrosion inhibitor
The preparation method comprises the following steps: the preparation was as described in reference example 1.
Example 6 preparation of marine corrosion inhibitor
The preparation method comprises the following steps: the preparation was as described in reference example 1.
Comparative example 1 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate, sodium methallyl sulfonate and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Comparative example 2 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding polyvinylpyrrolidone into water to obtain a solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the solution obtained in the step A, and drying to obtain the marine corrosion inhibitor. Comparative example 3 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate, sodium methallyl sulfonate and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Comparative example 4 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate and sodium methallyl sulfonate into water to obtain a water reducer solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the water reducer solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Comparative example 5 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate, sodium methallyl sulfonate and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Comparative example 6 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate, sodium methallyl sulfonate and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent and kaolin to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Comparative example 7 marine corrosion inhibitor preparation
The preparation method comprises the following steps:
step A, adding methallyl alcohol polyoxyethylene ether, acrylic acid, sodium lignin sulfonate, sodium methallyl sulfonate and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing a magnesium oxide expanding agent, a calcium sulfoaluminate expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B and nylon fibers to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
Comparative example 8 marine corrosion inhibitor preparation
The preparation method comprises the following steps: the preparation was as described in reference example 1. Comparative example 9 marine corrosion inhibitor preparation
The preparation method comprises the following steps: the preparation was as described in reference example 1. Comparative example 10 marine corrosion inhibitor preparation
The preparation method comprises the following steps: the preparation was as described in reference example 1. Comparative example 11 marine corrosion inhibitor preparation
The preparation method comprises the following steps: the preparation was as described in reference example 1. Comparative example 12 marine corrosion inhibitor preparation
The preparation method comprises the following steps: the preparation was as described in reference example 1.
Performance testing
The flexural/compressive strength of the marine corrosion inhibitor-added concrete prepared in examples 1 to 6 and comparative examples 1 to 12 was tested according to GB/T50081 Standard for test method of physical mechanical Properties of concrete in a common Environment and immersed in sodium sulfate solution (mass concentration: 5%).
Experiment one, influence of different marine corrosion inhibitors on the flexural/compressive properties of concrete
Experiment II, influence of addition amount of marine corrosive on flexural/compressive properties of concrete

Claims (10)

1. The marine corrosion inhibitor is characterized by comprising the following components:
5-30% of expanding agent
Water reducer 0.5-2%
20-50% of nylon fiber
5-20% of polyvinylpyrrolidone
Kaolin 5-15%
15-40% of fly ash
0.5-5% of barium carbonate.
2. The marine corrosion inhibitor of claim 1, comprising the following:
10-20% of expanding agent
1-2% of water reducer
30-40% of nylon fiber
5-10% of polyvinylpyrrolidone
10-15% of kaolin
25-35% of fly ash
1-3% of barium carbonate.
3. A marine corrosion inhibitor according to claim 1 or claim 2, wherein the expander comprises 2-10% magnesium oxide expander and 3-20% calcium sulfoaluminate expander. .
4. A marine corrosion inhibitor according to claim 3, wherein the expander comprises 5-10% magnesium oxide expander and 5-10% calcium sulfoaluminate expander.
5. The marine corrosion inhibitor according to claim 1 or 2, wherein the water reducer comprises 0.1-0.5% of methallyl alcohol polyoxyethylene ether, 0.2-0.8% of acrylic acid, 0.1-0.5% of sodium lignin sulfonate and 0.1-0.2% of sodium methacrylate sulfonate.
6. The marine corrosion inhibitor according to claim 5, wherein the water reducer comprises 0.3-0.5% of methallyl alcohol polyoxyethylene ether, 0.4-0.5% of acrylic acid, 0.2-0.8% of sodium lignin sulfonate and 0.1-0.2% of sodium methacrylate sulfonate.
7. The marine corrosion inhibitor according to claim 1 or 2, wherein the method for preparing the marine corrosion inhibitor comprises the steps of:
step A, adding a water reducer and polyvinylpyrrolidone into water to obtain a mixed solution;
step B, mixing an expanding agent, kaolin and fly ash to obtain a mixture 1;
step C: mixing the mixture 1 obtained in the step B, nylon fiber and barium carbonate to obtain a premix;
and D, adding the mixture obtained in the step C into the mixed solution obtained in the step A, and drying to obtain the marine corrosion inhibitor.
8. Use of a marine corrosion inhibitor in the production of marine concrete, wherein the marine corrosion inhibitor is as claimed in any one of claims 1 to 7.
9. The use according to claim 8, wherein the marine corrosion inhibitor is added in an amount of 3-8% of the mass of cement in the concrete during the production of the concrete.
10. The use according to claim 9, wherein the marine corrosion inhibitor is added in an amount of 5% of the mass of cement in the concrete during the production of the concrete.
CN202310564754.9A 2023-05-19 2023-05-19 Marine corrosion inhibitor and preparation method thereof Pending CN116496021A (en)

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