CN113861894A - Anti-hole-blocking ultralight sealing material for large-gap asphalt pavement water seepage test - Google Patents

Anti-hole-blocking ultralight sealing material for large-gap asphalt pavement water seepage test Download PDF

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CN113861894A
CN113861894A CN202110939862.0A CN202110939862A CN113861894A CN 113861894 A CN113861894 A CN 113861894A CN 202110939862 A CN202110939862 A CN 202110939862A CN 113861894 A CN113861894 A CN 113861894A
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sealing material
asphalt pavement
mixture
water seepage
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吕大春
龚文剑
吕大华
熊奎元
邵鹏坤
刘斌清
谢泽华
田华
任少博
黄泽国
徐国栋
王小雯
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Guangxi Jiaoke Group Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J129/00Adhesives based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an alcohol, ether, aldehydo, ketonic, acetal, or ketal radical; Adhesives based on hydrolysed polymers of esters of unsaturated alcohols with saturated carboxylic acids; Adhesives based on derivatives of such polymers
    • C09J129/02Homopolymers or copolymers of unsaturated alcohols
    • C09J129/04Polyvinyl alcohol; Partially hydrolysed homopolymers or copolymers of esters of unsaturated alcohols with saturated carboxylic acids
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    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
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    • C09J11/06Non-macromolecular additives organic
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    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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    • C08J2329/00Characterised by the use of homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an alcohol, ether, aldehydo, ketonic, acetal, or ketal radical; Hydrolysed polymers of esters of unsaturated alcohols with saturated carboxylic acids; Derivatives of such polymer
    • C08J2329/02Homopolymers or copolymers of unsaturated alcohols
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    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
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Abstract

The invention discloses an anti-blocking ultra-light sealing material for a large-gap asphalt pavement water seepage test, which is mainly prepared from the following raw materials: binder, waterproof putty, gel, water, filler, coloring agent, defoaming agent, wetting agent and mildew preventive; the gel is glutaraldehyde; the filler is hollow microspheres or a mixture of the hollow microspheres and gas-phase white carbon black. The sealing material has the characteristics of good sealing property, no hole blockage, light specific gravity, black color, easy storage, convenient reuse and the like. Accordingly, the inventors have also established a corresponding production method.

Description

Anti-hole-blocking ultralight sealing material for large-gap asphalt pavement water seepage test
Technical Field
The invention belongs to the technical field of sealing materials for large-gap asphalt pavement test detection, and particularly relates to an anti-blocking ultra-light sealing material for a large-gap asphalt pavement water seepage test.
Background
The large-gap asphalt pavement is a novel open-graded asphalt pavement, and the void ratio of the large-gap asphalt pavement is 18-25% which is 5-6 times of that of the conventional pavement. The middle and lower asphalt surface layers below the water permeable surface layer adopt dense graded asphalt concrete, a waterproof adhesive layer is arranged between the large-gap water permeable asphalt surface layer and the middle surface layer, and a longitudinal side ditch and a transverse drain pipe are arranged below a road shoulder, so that water permeating into the drainage function layer in rainy days can be transversely drained out of a road surface structure, a road surface water film which brings adverse effects of driving is eliminated, and the safety and the comfort of driving in rainy days are remarkably improved; meanwhile, the porous characteristic of the large-gap asphalt pavement can greatly reduce traffic noise and urban 'heat island effect'.
In order to evaluate the water permeability of the large-gap asphalt pavement, the water permeability coefficient of the large-gap asphalt pavement is required to be more than or equal to 5000ml/min, so that the functional requirement of quickly draining water and reducing the thickness of a water film in rainy days can be met, which is different from the strict water sealing condition required by the conventional dense-graded asphalt pavement. The existing sealing materials such as calcium-based grease, plasticine, glass cement and the like are water-sealing materials developed for dense-graded asphalt pavements, once the sealing materials are adopted to carry out a water seepage test on the large-gap asphalt pavements, artificial hole blocking of the large-gap asphalt pavements is easily caused, the sealing materials after hole blocking are difficult to clean, and the water permeability effect of the large-gap asphalt pavements is artificially reduced; meanwhile, the existing sealing material has high density and is inconvenient to carry in the test and detection process; the sealing materials such as soap and flour can be used only once and cannot be reused, so that the cost is wasted, and the road surface is affected because the colors are different and different from the colors of the road surface.
Disclosure of Invention
The invention aims to solve the technical problem of providing an ultra-light sealing material for preventing pore blockage in a large-gap asphalt pavement water seepage test, which has the advantages of good sealing property, no pore blockage, light specific gravity, black color, easy storage and convenient reutilization, and a preparation method thereof.
The hole-blocking-preventing ultralight sealing material for the large-gap asphalt pavement water seepage test is mainly prepared from the following raw materials: binder, waterproof putty, gel, water, filler, coloring agent, defoaming agent, wetting agent and mildew preventive; the gel is glutaraldehyde; the filler is hollow microspheres or a mixture of the hollow microspheres and gas-phase white carbon black.
The hole-blocking-preventing ultralight sealing material for the large-gap asphalt pavement water seepage test is mainly prepared from the following raw materials in parts by weight: 4-15 parts of binder, 2-12 parts of waterproof putty, 1-4 parts of gel, 40-60 parts of water, 5-30 parts of filler, 0.25-1 part of coloring agent, 1-2 parts of defoaming agent, 0-20 parts of wetting agent and 0.15-0.75 part of mildew preventive.
The hole-blocking-preventing ultralight sealing material for the large-gap asphalt pavement water seepage test is mainly prepared from the following raw materials in parts by weight: 7.8-12 parts of binder, 3-6 parts of waterproof putty, 2-3 parts of gel, 44-55 parts of water, 6-26 parts of filler, 0.35-0.95 part of coloring agent, 1.2-1.8 parts of defoaming agent, 5-20 parts of wetting agent and 0.2-0.65 part of mildew preventive.
The hole-blocking-preventing ultralight sealing material for the large-gap asphalt pavement water seepage test is mainly prepared from the following raw materials in parts by weight: 10 parts of binder, 4 parts of waterproof putty, 2 parts of gel, 50 parts of water, 10 parts of filler, 0.85 part of coloring agent, 1.6 parts of defoaming agent, 15 parts of wetting agent and 0.4 part of mildew preventive.
The binder is polyvinyl alcohol; the coloring agent is one or the combination of carbon black and rubber carbon black; the defoaming agent is modified silicon polydimethylsiloxane; the humectant is one or combination of glycerol, propylene glycol, glycerol, polyethylene glycol, sorbitol, tripropylene glycol, vegetable oil, and mineral oil; the mildew preventive is one or the combination of isothiazoline bactericide and cason.
The particle size of the filler is 2 to 100 μm.
The preparation method of the anti-blocking ultralight sealing material for the large-gap asphalt pavement water seepage test comprises the following steps:
(1) taking out the binder according to the weight part of the formula, putting the binder into a reaction kettle, stirring at a constant temperature until the binder particles are completely melted, cooling, adding the filler and the defoaming agent in the corresponding formula amount into a mixer to mix and stir until the mixture is uniform, and fully performing foaming expansion reaction to obtain a first mixture; and the defoaming agent is added in the expansion process to reduce bubbles generated in the foaming expansion process and increase the compactness of the expanded material.
(2) Adding the first mixture, water and a gelling agent in a formula amount into a mixer, and mixing and stirring until the mixture is uniform to obtain a second mixture; wherein, the glutaraldehyde is not only a polyvinyl alcohol gel, but also a buffer agent, the pH value of the system is maintained to reach a certain range, the gel system is irreversible, and the pH value is more than or equal to 7;
(3) and adding the second mixture, the waterproof putty, the wetting agent, the coloring agent and the mildew preventive into a mixer according to the formula ratio, and mixing and stirring until the mixture is uniform to obtain the hole blocking preventing ultralight sealing material (third mixture).
In the step (1), the constant temperature is 100 ℃, the mixing and stirring speed is 600-800 r/min, and the time is 20 min.
In the step (2), the mixing and stirring speed is 400-600 r/min, and the time is 10 min.
In the step (3), the mixing and stirring speed is 600-800 r/min, and the time is 30 min.
Aiming at the problems of the sealing material for the test and detection of the existing large-gap asphalt pavement, the inventor develops an anti-blocking ultra-light sealing material for the water seepage test of the large-gap asphalt pavement, which is mainly prepared from the following raw materials: binder, waterproof putty, gel, water, filler, coloring agent, defoaming agent, wetting agent and mildew preventive; the gel is glutaraldehyde; the filler is hollow microspheres or a mixture of the hollow microspheres and gas-phase white carbon black. The sealing material has the characteristics of good sealing property, no hole blockage, light specific gravity, black color, easy storage, convenient reuse and the like. Accordingly, the inventors have also established a corresponding production method. Compared with the prior art, the invention has the outstanding advantages that:
(1) glutaraldehyde is adopted to replace the traditional boric acid or borax as a gelling agent, and the prepared sealing material is environment-friendly and harmless; meanwhile, the waterproof putty is added, so that the water sealing effect of the sealing material can be better improved.
(2) The hollow microspheres or the mixture of the hollow microspheres and the fumed silica is added for foaming, so that the volume of the material is expanded by multiple times, the density of the material is low and is only 0.35-0.4g/cm3, and the material is convenient to carry in a test; meanwhile, due to the characteristics of the nano-grade plastic material, the nano-grade plastic material can be tightly attached to the side surface of the closed water seepage instrument to prevent lateral seepage in the using process, and meanwhile, the nano-grade plastic material is not easy to be bonded with a road surface to cause large-gap asphalt road surface hole blocking.
(3) The product of the invention has good conglobation property, black color, easy storage, long storage time, easy recovery, no stickiness, reusability and no secondary pollution to asphalt pavement.
Detailed Description
Research on preparation process of anti-blocking ultra-light sealing material for large-gap asphalt pavement water seepage test
As mentioned above, the preparation method of the invention mixes the materials in steps, avoids the agglomeration phenomenon of some materials during one-time mixing, simultaneously improves the crosslinking effect among the components, adapts to the specific components and improves the agglomeration stability. To better demonstrate the research results of the manufacturing process, the results of the process screening (tables 1 to 4) are now tabulated below.
TABLE 1 optimized effect table of different mixing order of hole-blocking-preventing ultralight sealing material
Figure BDA0003214109230000031
In table 1, (1) one-time mixing is: mixing all the raw materials in the formula at one time; (2) the two times of mixing are as follows: after obtaining a first mixture according to the preparation requirement, mixing the first mixture and the rest raw materials of the formula; (3) the three times of mixing are as follows: the preparation method of the invention is preferably obtained.
TABLE 2 preferred Effect of first mixture stirring time and speed
Figure BDA0003214109230000032
Figure BDA0003214109230000041
As can be seen from Table 2, when the stirring time is short and the stirring speed is low, the first mixture is not sufficiently stirred and is not uniformly mixed (for example, the stirring time is 5-15 min, and the stirring speed is 300-700 r/min); when the stirring time is short and the stirring speed is set to be too high, the instrument is easy to burn and damage (for example, the stirring time is 5-15 min, and the stirring speed is 800-1100 r/min); when the stirring time is long and the stirring speed is set to be too low, the production efficiency is easily reduced, and the stirring is partially uneven (for example, the stirring time is 20-35 min, and the stirring speed is 300-500 r/min); when the stirring time is long and the stirring speed is set too high, the stirring is sufficient and uniform, but the production efficiency is easily reduced and the production cost is increased (for example, the stirring time is 30-35 min, and the stirring speed is 900-1100 r/min). Therefore, the first mixture is preferably produced by adopting the technology of stirring for 20min and at the stirring speed of 600-800 r/min.
TABLE 3 preferred Effect of second mixture stirring time and speed
Figure BDA0003214109230000042
As can be seen from Table 3, when the stirring time is short and the stirring speed is low, the second mixture is not sufficiently stirred and is not uniformly mixed (for example, the stirring time is 5-15 min, and the stirring speed is 200-700 r/min); when the stirring time is short and the stirring speed is set too high, the instrument is easy to burn and damage (such as 5min of stirring time and 800r/min of stirring speed); when the stirring time is long and the stirring speed is set too low, the production efficiency is easily reduced, and the stirring still has partial non-uniform conditions (such as the stirring time is 15min, and the stirring speed is 200 r/min); when the stirring time is long and the stirring speed is set to be too high, the stirring is sufficiently and uniformly carried out, but the production efficiency is easily reduced and the production cost is increased (for example, the stirring time is 20min, and the stirring speed is 200-800 r/min). Therefore, the second mixture is preferably produced by a process of stirring for 10min at a stirring speed of 400-600 r/min.
Table 4 preferred effect of third mixture stirring time and speed
Figure BDA0003214109230000051
From the table 4, when the stirring time is short and the stirring speed is low, the obtained anti-blocking hole ultra-light sealing material is not sufficiently stirred and is not uniformly mixed (for example, the stirring time is 15-25 min, and the stirring speed is 300-900 r/min); when the stirring time is short and the stirring speed is set to be too high, the instrument is easy to burn and damage (for example, the stirring time is 15min, and the stirring speed is 900-1000 r/min); when the stirring time is long and the stirring speed is set to be too low, the production efficiency is easily reduced, and the stirring still has partial non-uniform conditions (such as the stirring time is 30-45 min, and the stirring speed is 300 r/min); when the stirring time is long and the stirring speed is set to be too high, the stirring is sufficiently and uniformly carried out, but the production efficiency is easily reduced and the production cost is increased (for example, the stirring time is 30-45 min, and the stirring speed is 600-1100 r/min). Therefore, the third mixture (the anti-blocking ultra-light sealing material) is preferably produced by adopting the process of stirring for 30min and at the stirring speed of 600-800 r/min.
Second, preparation example
Example 1
1. The formula (weight ratio) is as follows: 10 parts of binder, 4 parts of waterproof putty, 2 parts of gel, 50 parts of water, 10 parts of filler, 0.85 part of coloring agent, 1.6 parts of defoaming agent, 15 parts of wetting agent and 0.4 part of mildew preventive; wherein, the binder is polyvinyl alcohol 0588 type, manufacturer: shanghai Zi reagent factory, the gel is 1, 5-glutaraldehyde, and the factory is: hubei Jinghong Biotechnology GmbH, filler is hydrophobic fumed silica HB-152, manufacturer: hubei Huifu nanometer materials, Inc., the coloring agent is pigment carbon black, high pigment carbon black BR408, the manufacturer is: tianjin Yibo Rui chemical Co., Ltd, the defoamer is polyether modified polydimethylsiloxane 351, manufacturer: shanghai Zi reagent factory, the wetting agent is a mixture of propylene glycol and glycerin, the 1, 2-propylene glycol is prepared from the following raw materials: guangdong Yilong industries, Inc., 1,2, 3-propanetriol, the manufacturer is: guangdong Yilong industries, Inc., the mildew preventive is Kasong ZB104, manufacturer: shandong Wanhuantian-New Material Co., Ltd.
2. Method for producing
(1) Taking out the binder according to the weight part of the formula, putting the binder into a reaction kettle, stirring at a constant temperature of 100 ℃ until binder particles are completely melted, cooling, adding the filler and the defoaming agent in corresponding formula amounts into a mixer, stirring at a speed of 600-800 r/min for 20min until the mixture is uniform, and fully performing foaming and swelling reaction to obtain a first mixture;
(2) adding the first mixture, water and a gelling agent in a formula amount into a mixer, and stirring at a speed of 400-600 r/min for 10min until the mixture is uniform to obtain a second mixture;
(3) and adding the second mixture, the waterproof putty, the wetting agent, the coloring agent and the mildew preventive in a formula ratio into a mixer, and stirring at the speed of 600-800 r/min for 30min until the mixture is uniform to obtain the anti-blocking ultra-light sealing material for the large-gap asphalt pavement water seepage test.
Example 2
1. The formula (weight ratio) is as follows: 9 parts of binder, 3 parts of waterproof putty, 2 parts of gel, 52 parts of water, 9 parts of filler, 0.85 part of coloring agent, 1.6 parts of defoaming agent, 16 parts of wetting agent and 0.4 part of mildew preventive; wherein, the binder is polyvinyl alcohol 0588 type, manufacturer: shanghai Zi reagent factory, the gel is 1, 5-glutaraldehyde, and the factory is: hubei Jinghong Biotechnology GmbH, filler is hydrophobic fumed silica HB-152, manufacturer: hubei Huifu nanometer materials, Inc., the coloring agent is pigment carbon black, high pigment carbon black BR408, the manufacturer is: tianjin Yibo Rui chemical Co., Ltd, the defoamer is polyether modified polydimethylsiloxane 351, manufacturer: shanghai Zi reagent factory, the wetting agent is a mixture of propylene glycol and glycerin, the 1, 2-propylene glycol is prepared from the following raw materials: guangdong Yilong industries, Inc., 1,2, 3-propanetriol, the manufacturer is: guangdong Yilong industries, Inc., the mildew preventive is Kasong ZB104, manufacturer: shandong Wanhuantian-New Material Co., Ltd.
2. Method for producing
(1) Taking out the binder according to the weight part of the formula, putting the binder into a reaction kettle, stirring at a constant temperature of 100 ℃ until binder particles are completely melted, cooling, adding the filler and the defoaming agent in corresponding formula amounts into a mixer, stirring at a speed of 600-800 r/min for 20min until the mixture is uniform, and fully performing foaming and swelling reaction to obtain a first mixture;
(2) adding the first mixture, water and a gelling agent with the corresponding formula amount into a mixer, and stirring at the speed of 400-600 r/min for 10min until the mixture is uniform to obtain a second mixture;
(3) and adding the second mixture, the waterproof putty, the wetting agent, the coloring agent and the mildew preventive in a formula ratio into a mixer, and stirring at the speed of 600-800 r/min for 30min until the mixture is uniform to obtain the anti-blocking ultra-light sealing material for the large-gap asphalt pavement water seepage test.
Third, analysis of product Properties of examples
The performance of the anti-blocking ultra-light sealing material of the above embodiment was tested, and the performance of the product was analyzed by selecting a large-gap asphalt pavement and common butter, fermented flour and glass cement as comparison in the test section, and the results are shown in table 5.
TABLE 5 Performance test results of anti-blocking ultra-light sealing material for large-gap asphalt pavement water seepage test
Figure BDA0003214109230000071
Figure BDA0003214109230000081
Analysis table 5 shows that the water permeability coefficient of the anti-blocking ultralight sealing material is basically kept unchanged when a large-gap asphalt pavement water permeability test is carried out after repeated use for many times, while the water permeability coefficient of other sealing materials is obviously increased after repeated use for 3 times, and the fermented flour cannot be directly recycled due to excessive moisture. The anti-blocking hole ultralight sealing material has good sealing effect and can be repeatedly used. In addition, the storage time of the calcium base grease, the fermented flour and the glass cement in the examples 1 and 2 is 12 months, 36 months, 1 hour and 8 months respectively, and the construction time requirement (except the fermented flour) of the water seepage test is met. Finally, the anti-blocking hole ultra-light sealing material has the advantages of minimum density, light weight and convenience for carrying in a water seepage test; the hand is not sticky, the water seepage test operation is convenient, and the workload of experimenters is reduced; meanwhile, the asphalt pavement is not bonded, the surface opening of the large-gap asphalt pavement is blocked, and the asphalt pavement has incomparable advantages of other sealing materials and prevents artificial hole blocking.
Compared with the traditional asphalt seepage test sealing material, the anti-blocking ultralight sealing material for the seepage test of the large-gap asphalt pavement can be well suitable for the large-gap asphalt pavement, and can solve the problems that the traditional sealing material blocks the holes and is inconvenient to carry and the like. The product has the advantages of small density, no hole blockage, good conglobation, black color, easy storage, long storage time, easy recovery, no adhesion, repeated utilization, no secondary pollution to the asphalt pavement, and high practical value and popularization value in the technical field of large-gap asphalt mixture water seepage tests.

Claims (10)

1. The hole-blocking-preventing ultralight sealing material for the large-gap asphalt pavement water seepage test is characterized by mainly comprising the following raw materials: binder, waterproof putty, gel, water, filler, coloring agent, defoaming agent, wetting agent and mildew preventive; the gel is glutaraldehyde; the filler is hollow microspheres or a mixture of the hollow microspheres and gas-phase white carbon black.
2. The large-gap asphalt pavement water seepage test hole blocking prevention ultra-light sealing material as claimed in claim 1, is characterized by being mainly prepared from the following raw materials in parts by weight: 4-15 parts of binder, 2-12 parts of waterproof putty, 1-4 parts of gel, 40-60 parts of water, 5-30 parts of filler, 0.25-1 part of coloring agent, 1-2 parts of defoaming agent, 0-20 parts of wetting agent and 0.15-0.75 part of mildew preventive.
3. The large-gap asphalt pavement water seepage test hole blocking prevention ultralight sealing material as claimed in claim 2, which is characterized by being mainly prepared from the following raw materials in parts by weight: 7.8-12 parts of binder, 3-6 parts of waterproof putty, 2-3 parts of gel, 44-55 parts of water, 6-26 parts of filler, 0.35-0.95 part of coloring agent, 1.2-1.8 parts of defoaming agent, 5-20 parts of wetting agent and 0.2-0.65 part of mildew preventive.
4. The large-gap asphalt pavement water seepage test hole blocking prevention ultra-light sealing material as claimed in claim 3, is characterized in that: the material is mainly prepared from the following raw materials in parts by weight: 10 parts of binder, 4 parts of waterproof putty, 2 parts of gel, 50 parts of water, 10 parts of filler, 0.85 part of coloring agent, 1.6 parts of defoaming agent, 15 parts of wetting agent and 0.4 part of mildew preventive.
5. The large-gap asphalt pavement water seepage test hole blocking prevention ultra-light sealing material as claimed in claim 4, is characterized in that: the binder is polyvinyl alcohol; the coloring agent is one or the combination of carbon black and rubber carbon black; the defoaming agent is modified silicon polydimethylsiloxane; the wetting agent is one or the combination of glycerol, propylene glycol, glycerin, polyethylene glycol, sorbitol, tripropylene glycol, vegetable oil and mineral oil; the mildew preventive is one or a combination of isothiazoline bactericides and carbazone.
6. The large-gap asphalt pavement water seepage test hole blocking prevention ultra-light sealing material as claimed in claim 1, is characterized in that: the particle size of the filler is 2-100 mu m.
7. The preparation method of the pore blocking preventing ultra-light sealing material for the large-gap asphalt pavement water seepage test in claim 1 is characterized by comprising the following steps:
(1) taking out the binder according to the weight part of the formula, putting the binder into a reaction kettle, stirring at a constant temperature until the binder particles are completely melted, cooling, adding the filler and the defoaming agent in the corresponding formula amount into a mixer to mix and stir until the mixture is uniform, and fully performing foaming expansion reaction to obtain a first mixture;
(2) adding the first mixture, water and a gelling agent in a formula amount into a mixer, and mixing and stirring until the mixture is uniform to obtain a second mixture;
(3) and adding the second mixture, the waterproof putty, the wetting agent, the coloring agent and the mildew preventive into a mixer according to the formula ratio, and mixing and stirring until the mixture is uniform.
8. The preparation method of the pore blocking preventing ultra-light sealing material for the large-gap asphalt pavement water seepage test according to claim 7, which is characterized in that the constant temperature in the step (1) is 100 ℃, the mixing and stirring speed is 600-800 r/min, and the time is 20 min.
9. The preparation method of the pore blocking preventing ultra-light sealing material for the large-gap asphalt pavement water seepage test according to claim 7, wherein the mixing and stirring speed in the step (2) is 400-600 r/min, and the time is 10 min.
10. The preparation method of the pore blocking preventing ultra-light sealing material for the large-gap asphalt pavement water seepage test according to claim 7, wherein the mixing and stirring speed in the step (3) is 600-800 r/min, and the time is 30 min.
CN202110939862.0A 2021-08-16 2021-08-16 Anti-hole-blocking ultralight sealing material for large-gap asphalt pavement water seepage test Pending CN113861894A (en)

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CN202110939862.0A CN113861894A (en) 2021-08-16 2021-08-16 Anti-hole-blocking ultralight sealing material for large-gap asphalt pavement water seepage test

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117388145A (en) * 2023-10-11 2024-01-12 保利长大工程有限公司 Sealing method for detecting pavement water seepage coefficient
CN117388145B (en) * 2023-10-11 2024-08-30 保利长大工程有限公司 Sealing method for detecting pavement water seepage coefficient

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CN105907369A (en) * 2016-04-19 2016-08-31 山东省交通科学研究院 A sealing material used for bituminous pavement in-situ permeability tests, a preparing method thereof and a supporting construction tool
CN107628791A (en) * 2017-10-17 2018-01-26 黄彬彬 A kind of preparation method of tile grout
CN111748247A (en) * 2020-07-07 2020-10-09 三棵树涂料股份有限公司 Self-repairing waterproof coating and preparation method thereof
CN112694304A (en) * 2020-12-24 2021-04-23 山东省交通科学研究院 Cold recycling and old asphalt pavement cold joint adhesive for pavement reconstruction and extension

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KR101357760B1 (en) * 2013-08-12 2014-02-05 한국석유공업 주식회사 Sealant composition, preformed sealant and sealant construction method using the same
CN105907369A (en) * 2016-04-19 2016-08-31 山东省交通科学研究院 A sealing material used for bituminous pavement in-situ permeability tests, a preparing method thereof and a supporting construction tool
CN107628791A (en) * 2017-10-17 2018-01-26 黄彬彬 A kind of preparation method of tile grout
CN111748247A (en) * 2020-07-07 2020-10-09 三棵树涂料股份有限公司 Self-repairing waterproof coating and preparation method thereof
CN112694304A (en) * 2020-12-24 2021-04-23 山东省交通科学研究院 Cold recycling and old asphalt pavement cold joint adhesive for pavement reconstruction and extension

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117388145A (en) * 2023-10-11 2024-01-12 保利长大工程有限公司 Sealing method for detecting pavement water seepage coefficient
CN117388145B (en) * 2023-10-11 2024-08-30 保利长大工程有限公司 Sealing method for detecting pavement water seepage coefficient

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