CN112280249A - Low-viscosity underwater quick-setting elastic epoxy plugging grouting material and application thereof - Google Patents

Low-viscosity underwater quick-setting elastic epoxy plugging grouting material and application thereof Download PDF

Info

Publication number
CN112280249A
CN112280249A CN202011247626.4A CN202011247626A CN112280249A CN 112280249 A CN112280249 A CN 112280249A CN 202011247626 A CN202011247626 A CN 202011247626A CN 112280249 A CN112280249 A CN 112280249A
Authority
CN
China
Prior art keywords
component
parts
epoxy
viscosity
low
Prior art date
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.)
Granted
Application number
CN202011247626.4A
Other languages
Chinese (zh)
Other versions
CN112280249B (en
Inventor
杨元龙
徐野
杨肖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Longhui Xinbao Special Chemical Building Materials Co.,Ltd.
Original Assignee
Guangzhou Today Environmental Material Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangzhou Today Environmental Material Co ltd filed Critical Guangzhou Today Environmental Material Co ltd
Priority to CN202011247626.4A priority Critical patent/CN112280249B/en
Publication of CN112280249A publication Critical patent/CN112280249A/en
Application granted granted Critical
Publication of CN112280249B publication Critical patent/CN112280249B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L63/00Compositions of epoxy resins; Compositions of derivatives of epoxy resins
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08GMACROMOLECULAR COMPOUNDS OBTAINED OTHERWISE THAN BY REACTIONS ONLY INVOLVING UNSATURATED CARBON-TO-CARBON BONDS
    • C08G59/00Polycondensates containing more than one epoxy group per molecule; Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups
    • C08G59/18Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups ; e.g. general methods of curing
    • C08G59/40Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups ; e.g. general methods of curing characterised by the curing agents used
    • C08G59/62Alcohols or phenols
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08GMACROMOLECULAR COMPOUNDS OBTAINED OTHERWISE THAN BY REACTIONS ONLY INVOLVING UNSATURATED CARBON-TO-CARBON BONDS
    • C08G59/00Polycondensates containing more than one epoxy group per molecule; Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups
    • C08G59/18Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups ; e.g. general methods of curing
    • C08G59/40Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups ; e.g. general methods of curing characterised by the curing agents used
    • C08G59/62Alcohols or phenols
    • C08G59/621Phenols
    • C08G59/623Aminophenols
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/02Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group
    • C08L2205/025Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group containing two or more polymers of the same hierarchy C08L, and differing only in parameters such as density, comonomer content, molecular weight, structure

Abstract

The invention belongs to the field of building grouting materials, and discloses a low-viscosity underwater quick-setting elastic epoxy plugging grouting material and application thereof. The material is formed by mixing a component A and a component B in a mass ratio of (2-3) to 1; the component A is prepared from succinic acid modified epoxy, trimethylolpropane triglycidyl ether, 6350 tough epoxy resin, AGE, glycerol and KH-560 silane coupling agent; the succinic acid modified epoxy is prepared from succinic acid, E51 epoxy resin, cyclohexanone and sodium bisulfate. The component B is prepared from phenolic aldehyde amine, an accelerator and a BYK-141 organic silicon defoaming agent; the phenolic aldehyde amine is prepared from organic amine, aldehyde substances and phenolic substances. The grouting material prepared by the invention is suitable for rapid leakage treatment engineering of subway tunnels and basements.

Description

Low-viscosity underwater quick-setting elastic epoxy plugging grouting material and application thereof
Technical Field
The invention belongs to the field of building grouting materials, and particularly relates to a low-viscosity underwater quick-setting elastic epoxy plugging grouting material and application thereof.
Background
Epoxy resin appears in the 50 th century, is paid attention to due to good physical and chemical properties, and is widely applied. However, epoxy cured bodies also have some disadvantages, such as greater brittleness of the cured body and difficulty in curing at normal temperature. At present, most manufacturers directly use single epoxy resin as grouting material, so that the viscosity is high, the construction is difficult, and the rigidity of a cured body has residual elasticity. Therefore, there is a strong need to develop an elastic epoxy resin which has a low viscosity and is rapidly cured in water.
Disclosure of Invention
In order to overcome the defects and shortcomings in the prior art, the invention mainly aims to provide a low-viscosity underwater quick-setting elastic epoxy plugging grouting material.
The invention also aims to provide application of the quick-setting elastic epoxy plugging grouting material in low-viscosity water.
The purpose of the invention is realized by the following technical scheme:
the low-viscosity underwater quick-setting elastic epoxy plugging grouting material is formed by mixing a component A and a component B in a mass ratio of (2-3) to 1, wherein the component A is modified epoxy, and the component B is a phenolic aldehyde amine curing agent.
Preferably, the mass ratio of the component A to the component B is 2: 1.
The component A is prepared from the following raw materials in parts by weight: 50-56 parts of succinic acid modified epoxy, 5-10 parts of trimethylolpropane triglycidyl ether, 20-25 parts of 6350 tough epoxy resin and C12-1410-20 parts of Alkyl Glycidyl Ether (AGE), 3-5 parts of glycerol and 1-3 parts of KH-560 silane coupling agent; the succinic acid modified epoxy is prepared from the following raw materials in parts by weight: 3 parts of succinic acid, 86.9 parts of E51 epoxy resin, 10 parts of cyclohexanone and 0.1 part of sodium bisulfate.
The trimethylolpropane triglycidyl ether is a polyfunctional epoxy reactive diluent, and can be used as a reactive diluent to enhance the mechanical strength of an epoxy cured body and improve the heat resistance of the cured body.
The 6350 tough epoxy resin is flexible epoxy resin, and can enhance the elasticity of a cured body and reduce the viscosity to a certain extent, so that the construction is facilitated.
The glycerol (glycerin) is an accelerant.
The KH-560 silane coupling agent is used for enhancing the bonding of the epoxy resin and the inorganic material.
The preparation method of the component A comprises the following steps: sequentially adding E51 epoxy resin and cyclohexanone into a reaction kettle; under the conditions of stirring and heating to 90 ℃, adding succinic acid and sodium bisulfate into a reaction kettle, reacting for 5 hours, cooling and discharging to obtain succinic acid modified epoxy; and sequentially adding trimethylolpropane triglycidyl ether, 6350 flexible epoxy resin, AGE, glycerol and KH-560 silane coupling agent into succinic acid modified epoxy, and stirring for 30-60 min to obtain the component A. The succinic acid modified epoxy is succinic acid modified epoxy containing two epoxy groups for end capping.
The component B is prepared from the following raw materials in parts by weight: 94.5-98.9 parts of phenolic aldehyde amine, 1-5 parts of accelerator and 0.5 part of BYK-141 organic silicon defoaming agent; the phenolic aldehyde amine is prepared from the following raw materials in parts by weight: 30-37 parts of organic amine, 45-50 parts of aldehyde substances and 18-20 parts of phenolic substances; the accelerant is at least one of benzyl alcohol, DMP-30(2, 4, 6-tri (dimethylaminomethyl) phenol) and quaternary ammonium salt.
The organic amine is at least one of diethylenetriamine, triethylene tetramine, tetraethylene pentamine and ethylene polyamine, and preferably tetraethylene pentamine; the aldehyde substance is at least one of low-concentration formaldehyde solution, paraformaldehyde and dodecanal, preferably dodecanal, has low toxicity, and can increase the elasticity of the epoxy curing body by introducing a long chain through reaction; the phenolic substance is at least one of cardanol, nonylphenol and 1, 2, 4, 5-benzenetetraol, preferably 1, 2, 4, 5-benzenetetraol is used as the phenolic substance, and more phenolic hydroxyl groups are introduced to improve the activity of the product and accelerate the curing rate.
The promoter is preferably benzyl alcohol and DMP-30 in a mass ratio of 7: 3.
The preparation method of the component B comprises the following steps: adding organic amine into a reaction kettle; continuously adding phenolic substances into the reaction kettle under the stirring condition, and reacting for 6-8 h; after the reaction is finished, adding aldehyde substances into the reaction kettle for 4 times at intervals of 1h, keeping the temperature at 60-70 ℃, controlling the total reaction time at 4-7 h, and then cooling to normal temperature to obtain the phenolic aldehyde amine; and (3) sequentially adding an accelerator and a BYK-141 organic silicon defoaming agent into the phenolic aldehyde amine, and stirring for 30-60 min to obtain a component B.
The application of the low-viscosity underwater quick-setting elastic epoxy plugging grouting material in quick leakage treatment engineering of subway tunnels and basements comprises the following operation steps: when the plugging agent is used, the component A and the component B are mixed according to the mass ratio of (2-3) to 1 to obtain slurry with the initial viscosity of 95-135 mPa & s, then a high-pressure electric grouting pump or a manual grouting pump is used for injecting the slurry into a leakage point, the slurry is reacted for initial solidification after 40-60 minutes, and a solidified body is formed after 28 days of complete reaction, so that the plugging effect is realized. The plugging grouting material is suitable for being used in an environment with the temperature of 0-40 ℃.
The principle of the invention is as follows:
the phenolic aldehyde amine curing agent prepared by the invention can improve the elasticity of the epoxy cured body, can also enable the epoxy cured body to be rapidly cured under moist and low temperature, and ensures the plugging effect. The curing agent prepared by the invention has the characteristics of aliphatic amine and aromatic amine, can cure epoxy resin at normal temperature, and has reaction activity meeting the requirement. Meanwhile, in order to overcome the problem of brittleness of the epoxy cured body, the epoxy resin is modified by a chemical method, and the elasticity of the cured body is further improved by adding a toughening agent. The epoxy resin solidified body with low viscosity, convenient construction and better elasticity can be finally obtained by the invention, and the grouting material is suitable for leakage water plugging of subway tunnels and basements.
Compared with the prior art, the invention has the following advantages and effects:
(1) the slurry obtained by the invention has low viscosity and is convenient to pour.
(2) The grouting material has high bonding strength of a wet base surface and quick solidification in water, and can improve the plugging effect.
(3) After the epoxy resin is cured, the mechanical strength is high, the brittleness of epoxy is overcome, and the elasticity is greatly improved.
(4) The invention has simple preparation process, does not relate to high temperature and high pressure, and reduces the danger of synthesis.
Detailed Description
The present invention will be described in further detail with reference to examples, but the embodiments of the present invention are not limited thereto.
The preparation of the A component described in the following examples follows the following steps: sequentially adding E51 epoxy resin and cyclohexanone into a reaction kettle; under the conditions of stirring and heating to 90 ℃, adding succinic acid and sodium bisulfate into a reaction kettle, reacting for 5 hours, cooling and discharging to obtain succinic acid modified epoxy; and sequentially adding trimethylolpropane triglycidyl ether, 6350 flexible epoxy resin, AGE, glycerol and KH-560 silane coupling agent into succinic acid modified epoxy, and stirring for 30-60 min to obtain the component A.
The preparation of component B as described in the following examples follows the steps of: adding organic amine into a reaction kettle; continuously adding phenolic substances into the reaction kettle under the stirring condition, and reacting for 6-8 h; after the reaction is finished, adding aldehyde substances into the reaction kettle for 4 times at intervals of 1h, keeping the temperature at 60-70 ℃, controlling the total reaction time at 4-7 h, and then cooling to normal temperature to obtain the phenolic aldehyde amine; and (3) sequentially adding an accelerator and a BYK-141 organic silicon defoaming agent into the phenolic aldehyde amine, and stirring for 30-60 min to obtain a component B.
Example 1:
the component A comprises the following components in percentage by mass: 56g of succinic acid modified epoxy, 10g of trimethylolpropane triglycidyl ether, 20g of 6350 tough epoxy resin, 10g of AGE, 3g of glycerol and 1g of KH-560 silane coupling agent. The succinic acid modified epoxy raw material comprises the following components in parts by mass: 3g of succinic acid, 86.9g of E51 epoxy resin, 10g of cyclohexanone and 0.1g of sodium hydrosulfide.
The mass ratio of the component B is as follows: 97g of phenolic aldehyde amine curing agent, 2.5g of accelerator and 0.5g of BYK-141 defoaming agent. The phenolic aldehyde amine curing agent comprises the following raw materials in percentage by mass: 37g of tetraethylenepentamine, 18g of 1, 2, 4, 5-benzenetetraphenol and 45g of dodecanal. The accelerator comprises the following substances: 1.75g of benzyl alcohol and 300.75 g of DMP-300.75 g.
The component A and the component B are mixed according to the mass ratio of 2:1, uniformly mixing and stirring to obtain slurry with the initial viscosity of 95-135 mPa & s, then injecting the slurry into a leakage point by using a high-pressure electric grouting pump or a manual grouting pump, reacting for 40-60 minutes to initially solidify the slurry, and completely reacting for 28d (20 +/-3 ℃) to form a solidified body so as to realize the plugging effect.
Example 2:
the component A comprises the following components in percentage by mass: 52g of succinic acid modified epoxy, 5g of trimethylolpropane triglycidyl ether, 22g of 6350 tough epoxy resin, 15g of AGE, 4g of glycerol and 2g of KH-560 silane coupling agent. The succinic acid modified epoxy raw material comprises the following components in parts by mass: 3g of succinic acid, 86.9g of E51 epoxy resin, 10g of cyclohexanone and 0.1g of sodium hydrosulfide.
The mass ratio of the component B is as follows: 95.5g of phenolic aldehyde amine curing agent, 4g of accelerator and 0.5g of BYK-141 defoaming agent. The phenolic aldehyde amine curing agent comprises the following raw materials in percentage by mass: 34g of tetraethylenepentamine, 20g of 1, 2, 4, 5-benzenetetracarboxylic acid and 46g of dodecanal. The accelerator comprises the following substances: benzyl alcohol 2.8g, DMP-301.2 g.
The component A and the component B are mixed according to the mass ratio of 2:1, uniformly mixing and stirring to obtain slurry with the initial viscosity of 95-135 mPa & s, then injecting the slurry into a leakage point by using a high-pressure electric grouting pump or a manual grouting pump, reacting for 40-60 minutes to initially solidify the slurry, and completely reacting for 28d (20 +/-3 ℃) to form a solidified body so as to realize the plugging effect.
Example 3:
the component A comprises the following components in percentage by mass: 50g of succinic acid modified epoxy, 5g of trimethylolpropane triglycidyl ether, 25g of 6350 tough epoxy resin, 12g of AGE, 5g of glycerol and 3g of KH-560 silane coupling agent. The succinic acid modified epoxy raw material comprises the following components in parts by mass: 3g of succinic acid, 86.9g of E51 epoxy resin, 10g of cyclohexanone and 0.1g of sodium hydrosulfide.
The mass ratio of the component B is as follows: 94.5g of phenolic aldehyde amine curing agent main body, 5g of accelerator and 0.5g of BYK-141 defoaming agent. The phenolic aldehyde amine curing agent comprises the following raw materials in percentage by mass: 34g of tetraethylenepentamine, 18g of 1, 2, 4, 5-benzenetetracarboxylic acid and 48g of dodecanal. The accelerator comprises the following substances: 3.5g of benzyl alcohol and 3.5g of DMP-301.5 g.
The component A and the component B are mixed according to the mass ratio of 2:1, uniformly mixing and stirring to obtain slurry with the initial viscosity of 95-135 mPa & s, then injecting the slurry into a leakage point by using a high-pressure electric grouting pump or a manual grouting pump, reacting for 40-60 minutes to initially solidify the slurry, and completely reacting for 28d (20 +/-3 ℃) to form a solidified body so as to realize the plugging effect.
Example 4:
the component A comprises the following components in percentage by mass: 50g of succinic acid modified epoxy, 6g of trimethylolpropane triglycidyl ether, 20g of 6350 flexible epoxy resin, 20g of AGE, 3g of glycerol and 1g of KH-560 silane coupling agent. The succinic acid modified epoxy raw material comprises the following components in parts by mass: 3g of succinic acid, 86.9g of E51 epoxy resin, 10g of cyclohexanone and 0.1g of sodium hydrosulfide.
The mass ratio of the component B is as follows: 96.5g of phenolic aldehyde amine curing agent, 3.0g of accelerator and 0.5g of BYK-141 defoaming agent. The phenolic aldehyde amine curing agent comprises the following main raw materials in percentage by mass: 30g of tetraethylenepentamine, 20g of 1, 2, 4, 5-benzenetetracarboxylic acid and 50g of dodecanal. The accelerator comprises the following substances: 2.1g of benzyl alcohol and 300.9 g of DMP-300.9 g.
The component A and the component B are uniformly mixed and stirred according to the mass ratio of 2:1 to obtain slurry with the initial viscosity of 95-135 mPa & s, then the slurry is injected into a leakage point by using a high-pressure electric grouting pump or a manual grouting pump, the slurry is initially solidified after reaction for 40-60 minutes, and a solidified body is formed after complete reaction for 28d (20 +/-3 ℃), so that the plugging effect is realized.
Example 5:
the component A comprises the following components in percentage by mass: 53g of succinic acid modified epoxy, 5g of trimethylolpropane triglycidyl ether, 20g of 6350 tough epoxy resin, 16g of AGE, 4g of glycerol and 2g of KH-560 silane coupling agent. The succinic acid modified epoxy raw material comprises the following components in parts by mass: 3g of succinic acid, 86.9g of E51 epoxy resin, 10g of cyclohexanone and 0.1g of sodium hydrosulfide.
The mass ratio of the component B is as follows: 98.5g of phenolic aldehyde amine curing agent main body, 1g of accelerator and 0.5g of BYK-141 defoaming agent. The phenolic aldehyde amine curing agent comprises the following main raw materials in percentage by mass: 36g of tetraethylenepentamine, 19g of 1, 2, 4, 5-benzenetetracarboxylic acid and 45g of dodecanal. The accelerator comprises the following substances: benzyl alcohol 0.7g, DMP-300.3 g.
The component A and the component B are uniformly mixed and stirred according to the mass ratio of 2:1 to obtain slurry with the initial viscosity of 95-135 mPa & s, then the slurry is injected into a leakage point by using a high-pressure electric grouting pump or a manual grouting pump, the slurry is initially solidified after reaction for 40-60 minutes, and a solidified body is formed after complete reaction for 28d (20 +/-3 ℃), so that the plugging effect is realized.
Example 6:
the component A comprises the following components in percentage by mass: 50g of succinic acid modified epoxy, 5g of trimethylolpropane triglycidyl ether, 21g of 6350 tough epoxy resin, 16g of AGE, 5g of glycerol and 3g of KH-560 silane coupling agent. The succinic acid modified epoxy raw material comprises the following components in parts by mass: 3g of succinic acid, 86.9g of E51 epoxy resin, 10g of cyclohexanone and 0.1g of sodium hydrosulfide.
The mass ratio of the component B is as follows: 98.0g of phenolic aldehyde amine curing agent main body, 1.5g of accelerator and 0.5g of BYK-141 defoaming agent. The phenolic aldehyde amine curing agent comprises the following main raw materials in percentage by mass: 30g of tetraethylenepentamine, 20g of 1, 2, 4, 5-benzenetetracarboxylic acid and 50g of dodecanal. The accelerator comprises the following substances: 1.05g of benzyl alcohol and 300.45 g of DMP-300.45 g.
The component A and the component B are uniformly mixed and stirred according to the mass ratio of 2:1 to obtain slurry with the initial viscosity of 95-135 mPa & s, then the slurry is injected into a leakage point by using a high-pressure electric grouting pump or a manual grouting pump, the slurry is initially solidified after reaction for 40-60 minutes, and a solidified body is formed after complete reaction for 28d (20 +/-3 ℃), so that the plugging effect is realized.
The product properties of examples 1-6 are shown in Table 1, wherein the initial viscosity test was performed according to GB/T2794-; the physical and mechanical properties are measured according to GB/T2567-2008 (resin casting body performance test method); the initial gel time was determined according to GB/T7193-2008 [ unsaturated polyester resin test methods ].
As can be seen from Table 1, the slurry has low viscosity of less than 200mPa · s, is convenient for construction, has short curing time, has good compressive strength and elasticity after being cured, the compressive strength in water can reach 80-100 MPa, the bonding strength in water can reach 1.5-2.0 MPa, and the elongation at break can reach more than 50%.
TABLE 1 technical Performance indices of the slurries and concretes
Figure BDA0002770560810000081
The above embodiments are preferred embodiments of the present invention, but the present invention is not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present invention should be construed as equivalents thereof, and all such changes, modifications, substitutions, combinations, and simplifications are intended to be included in the scope of the present invention.

Claims (10)

1. A low-viscosity underwater quick-setting elastic epoxy plugging grouting material is characterized in that: the material is formed by mixing a component A and a component B in a mass ratio of (2-3) to 1, wherein the component A is modified epoxy, and the component B is a phenolic aldehyde amine curing agent.
2. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 1, wherein: the mass ratio of the component A to the component B is 2: 1.
3. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 1, wherein: the component A is prepared from the following raw materials in parts by weight: 50-56 parts of succinic acid modified epoxy, 5-10 parts of trimethylolpropane triglycidyl ether, 20-25 parts of 6350 tough epoxy resin and C12-1410-20 parts of alkyl glycidyl ether, 3-5 parts of glycerol and 1-3 parts of KH-560 silane coupling agent; the succinic acid modified epoxy is prepared from the following raw materials in parts by weight: 3 parts of succinic acid, 86.9 parts of E51 epoxy resin, 10 parts of cyclohexanone and 0.1 part of sodium bisulfate.
4. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 3, wherein: the preparation method of the component A comprises the following steps: sequentially adding E51 epoxy resin and cyclohexanone into a reaction kettle; under the conditions of stirring and heating to 90 ℃, adding succinic acid and sodium bisulfate into a reaction kettle, reacting for 5 hours, cooling and discharging to obtain succinic acid modified epoxy; and sequentially adding trimethylolpropane triglycidyl ether, 6350 flexible epoxy resin, AGE, glycerol and KH-560 silane coupling agent into succinic acid modified epoxy, and stirring for 30-60 min to obtain the component A.
5. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 1, wherein: the component B is prepared from the following raw materials in parts by weight: 94.5-98.9 parts of phenolic aldehyde amine, 1-5 parts of accelerator and 0.5 part of BYK-141 organic silicon defoaming agent; the phenolic aldehyde amine is prepared from the following raw materials in parts by weight: 30-37 parts of organic amine, 45-50 parts of aldehyde substances and 18-20 parts of phenolic substances; the promoter is at least one of benzyl alcohol, DMP-30 and quaternary ammonium salt.
6. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 5, wherein: the organic amine is at least one of diethylenetriamine, triethylene tetramine, tetraethylene pentamine and ethylene polyamine; the aldehyde substance is at least one of low-concentration formaldehyde solution, paraformaldehyde and dodecanal; the phenolic substance is at least one of cardanol, nonylphenol and 1, 2, 4, 5-benzenetetraol; the accelerant is benzyl alcohol and DMP-30 in a mass ratio of 7: 3.
7. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 6, wherein: the organic amine is tetraethylenepentamine; the aldehyde substance is dodecanal; the phenolic substance is 1, 2, 4, 5-benzenetetraol.
8. The low-viscosity in-water quick-setting elastic epoxy plugging grouting material as claimed in claim 5, wherein: the preparation method of the component B comprises the following steps: adding organic amine into a reaction kettle; continuously adding phenolic substances into the reaction kettle under the stirring condition, and reacting for 6-8 h; after the reaction is finished, adding aldehyde substances into the reaction kettle for 4 times at intervals of 1h, keeping the temperature at 60-70 ℃, controlling the total reaction time at 4-7 h, and then cooling to normal temperature to obtain the phenolic aldehyde amine; and (3) sequentially adding an accelerator and a BYK-141 organic silicon defoaming agent into the phenolic aldehyde amine, and stirring for 30-60 min to obtain a component B.
9. The application of the low-viscosity underwater quick-setting elastic epoxy plugging grouting material in the quick leakage treatment engineering of subway tunnels and basements as claimed in claim 1, wherein: the application comprises the following operation steps: when the plugging agent is used, the component A and the component B are mixed according to the mass ratio of (2-3) to 1 to obtain slurry with the initial viscosity of 95-135 mPa & s, then a high-pressure electric grouting pump or a manual grouting pump is used for injecting the slurry into a leakage point, the slurry is reacted for initial solidification after 40-60 minutes, and a solidified body is formed after 28 days of complete reaction, so that the plugging effect is realized.
10. Use according to claim 9, characterized in that: the application is carried out in an environment of 0-40 ℃.
CN202011247626.4A 2020-11-10 2020-11-10 Low-viscosity in-water quick-setting elastic epoxy plugging grouting material and application thereof Active CN112280249B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011247626.4A CN112280249B (en) 2020-11-10 2020-11-10 Low-viscosity in-water quick-setting elastic epoxy plugging grouting material and application thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011247626.4A CN112280249B (en) 2020-11-10 2020-11-10 Low-viscosity in-water quick-setting elastic epoxy plugging grouting material and application thereof

Publications (2)

Publication Number Publication Date
CN112280249A true CN112280249A (en) 2021-01-29
CN112280249B CN112280249B (en) 2023-09-05

Family

ID=74351981

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011247626.4A Active CN112280249B (en) 2020-11-10 2020-11-10 Low-viscosity in-water quick-setting elastic epoxy plugging grouting material and application thereof

Country Status (1)

Country Link
CN (1) CN112280249B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112794991A (en) * 2021-02-01 2021-05-14 南宁珀源能源材料有限公司 Acrylic acid modified polythiol curing agent and preparation method thereof
CN113604006A (en) * 2021-06-24 2021-11-05 铁安工电(宁夏)科技有限公司 Anti-icing and anti-erosion material for railway tunnel concrete and manufacturing method thereof
CN114736486A (en) * 2022-04-15 2022-07-12 安徽欣生防水工程有限公司 High-elasticity modified resin grouting material and preparation method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1425642A (en) * 2002-12-20 2003-06-25 中国科学院广州化学研究所 Method of catalyzing esterification of carboxylic acid and expoxy compound
CN103555243A (en) * 2013-10-29 2014-02-05 烟台德邦科技有限公司 Special adhesive for underwater construction and preparation method thereof
CN108084663A (en) * 2017-12-29 2018-05-29 广东铁科灌浆科技有限公司 High resiliency leak stopping modified epoxy grouting material and preparation method thereof
CN109852313A (en) * 2019-03-01 2019-06-07 廊坊金岛奇士胶业有限公司 A kind of building structure gluing agent suitable for underwater construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1425642A (en) * 2002-12-20 2003-06-25 中国科学院广州化学研究所 Method of catalyzing esterification of carboxylic acid and expoxy compound
CN103555243A (en) * 2013-10-29 2014-02-05 烟台德邦科技有限公司 Special adhesive for underwater construction and preparation method thereof
CN108084663A (en) * 2017-12-29 2018-05-29 广东铁科灌浆科技有限公司 High resiliency leak stopping modified epoxy grouting material and preparation method thereof
CN109852313A (en) * 2019-03-01 2019-06-07 廊坊金岛奇士胶业有限公司 A kind of building structure gluing agent suitable for underwater construction

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
谢芳诚 等: "《最新涂料品种配方和工艺集》", 31 March 1996, 中国轻工业出版社 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112794991A (en) * 2021-02-01 2021-05-14 南宁珀源能源材料有限公司 Acrylic acid modified polythiol curing agent and preparation method thereof
CN113604006A (en) * 2021-06-24 2021-11-05 铁安工电(宁夏)科技有限公司 Anti-icing and anti-erosion material for railway tunnel concrete and manufacturing method thereof
CN113604006B (en) * 2021-06-24 2024-02-13 铁安工电(宁夏)科技有限公司 Anti-icing and anti-erosion material for railway tunnel concrete and manufacturing method thereof
CN114736486A (en) * 2022-04-15 2022-07-12 安徽欣生防水工程有限公司 High-elasticity modified resin grouting material and preparation method thereof

Also Published As

Publication number Publication date
CN112280249B (en) 2023-09-05

Similar Documents

Publication Publication Date Title
CN112280249A (en) Low-viscosity underwater quick-setting elastic epoxy plugging grouting material and application thereof
CN100457824C (en) Green high-strength epoxy grouting material and its prepn
CN114574134B (en) Solvent-free low-shrinkage epoxy potting adhesive for repairing concrete cracks and preparation method thereof
CN111961191B (en) Epoxy curing agent for joint king and preparation method thereof
CN116162216B (en) Preparation method of epoxy resin modified phenolic resin for petroleum fracturing sand
CN114539959A (en) Epoxy resin adhesive and preparation method thereof
CN109232896B (en) Epoxy resin toughening agent and preparation method and application thereof
CN114560996B (en) Degradable biological epoxy resin prepared by tannic acid curing and high Wen Dulou application thereof
CN116445144B (en) Low-shrinkage high-strength plant-based resin plugging agent and preparation method thereof
CN108048007B (en) Composite modified epoxy resin structural adhesive, composite modifier and preparation method of structural adhesive
CN104927755A (en) Normal-temperature solidification instant-high-temperature-resistant high-flexibility epoxy adhesive and preparing method thereof
CN109608889B (en) POSS (polyhedral oligomeric silsesquioxane) modified high-toughness solid buoyancy material and preparation method thereof
CN114195985B (en) Epoxy resin grouting material and application
CN113249071B (en) High-elasticity epoxy resin grouting material and preparation method and application thereof
CN112811849B (en) Retarder for cement-based materials
CN112194778B (en) Epoxy resin composition with unmatched molar quantity of epoxy groups and active hydrogen
CN113150727A (en) Elastic epoxy grouting material and preparation method thereof
CN109422867B (en) High-modulus low-viscosity epoxy resin and preparation method thereof
CN114686152B (en) Pouring/pressure-pouring type epoxy resin structural adhesive and application thereof
CN115197707B (en) Trigger type infiltration-consolidation sand solidification material and preparation method and application thereof
CN117164296B (en) Rapid repair material applied to underwater concrete repair and preparation method and application thereof
CN114163615A (en) Flexible epoxy curing agent for encapsulating material and preparation method thereof
CN110028286B (en) High-performance concrete containing composite fibers
CN115850714A (en) POSS (polyhedral oligomeric silsesquioxane) modified nitrile rubber compound as well as preparation method and application thereof
CN111087755B (en) High-toughness epoxy resin matrix, preparation method, application and curing process thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20230807

Address after: Room 503, Building 5, No. 45, Zhong'er Road, Zhongcun Street, Panyu District, Guangzhou City, Guangdong Province, 511400

Applicant after: Guangzhou Meigao Building Repair Technology Co.,Ltd.

Address before: 510000 Room 608, building 2, No. 96, panghe Road, Huangpu District, Guangzhou City, Guangdong Province

Applicant before: Guangzhou Today Environmental Material Co.,Ltd.

GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20240325

Address after: Room 503, Building 5, No. 45, Zhong'er Road Section, Shiguang Road, Zhongcun Street, Panyu District, Guangzhou City, Guangdong Province, 511400

Patentee after: Guangzhou Longhui Xinbao Special Chemical Building Materials Co.,Ltd.

Country or region after: China

Address before: Room 503, Building 5, No. 45, Zhong'er Road, Zhongcun Street, Panyu District, Guangzhou City, Guangdong Province, 511400

Patentee before: Guangzhou Meigao Building Repair Technology Co.,Ltd.

Country or region before: China