CN105807036B - A kind of evaluation of measuring method of emulsified asphalt storage stability - Google Patents
A kind of evaluation of measuring method of emulsified asphalt storage stability Download PDFInfo
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- CN105807036B CN105807036B CN201610188035.1A CN201610188035A CN105807036B CN 105807036 B CN105807036 B CN 105807036B CN 201610188035 A CN201610188035 A CN 201610188035A CN 105807036 B CN105807036 B CN 105807036B
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- centrifuge
- emulsified asphalt
- storage stability
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/42—Road-making materials
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Abstract
A kind of evaluation of measuring method of emulsified asphalt storage stability, comprises the following steps:1)After emulsified asphalt is stirred, load centrifuge tube;2)Centrifuge tube is symmetrically put into sleeve pipe;3)Start centrifuge separation, after separation terminates, take out sample;4)Centrifuge tube is slowly taken out from centrifuge, sample into skewed, measure specimen height and the liquid height isolated, calculate centrifuge stability value respectively in centrifuge tube;5)After the stability value that centrifuge is surveyed substitutes into polynomial equation, converse《Highway engineering pitch and Asphalt Mixture Experiment code》The stable storing angle value of emulsified asphalt corresponding middle method T0655;Storage stability that is quick, effectively, accurately determining emulsified asphalt of the invention.It can easily judge whether different type emulsified asphalt storage stability is excellent, so as to provide foundation for the production, storage and use of emulsified asphalt.
Description
Technical field
The invention belongs to emulsified asphalt technology field, more particularly to a kind of evaluation of measuring side of emulsified asphalt storage stability
Method, it is mainly used in the new construction and maintenance project of local road, high-grade highway.
Background technology
The use of emulsified asphalt at home has had the history of more than 20 years, and its good economy and ease of use are general
Logical bi tumenf orr oad is irreplaceable, but the storage stability deficiency brought therewith is brought to the application of emulsified asphalt
Obstacle so that emulsified asphalt can not preserve for a long time, therefore, the storage stability of emulsified asphalt should cause enough attention.
It is existing《Highway engineering pitch and Asphalt Mixture Experiment code》In, method T0655 is mainly steady by storage
It is qualitative be defined container and under the conditions of, after the time as defined in storage, the intensity of variation of emulsified asphalt concentration on vertical direction,
To judge the stability after emulsion storage, it is one of important indicator for influenceing emulsified asphalt property.As pavement usage
Emulsified asphalt, either from the complexity of construction or its pavement performance, emulsified asphalt is more uniform better, stable storing
Property is the smaller the better.But in Practical Project, due to it is pressed for time, normally only detecting the 1d stability into factory's emulsified asphalt, fail
5d stability is detected, the quality testing for emulsified asphalt is not tight to check on, therefore there is an urgent need to quick accurately emulsified asphalt length
Phase storage stability detection method.
Lack at present to emulsified asphalt storage stability quick determination method, and existing method excessive cycle, it is not easy to
Quickly the quality of emulsified asphalt is judged, and then influences materials arrival cycle and emulsified asphalt service life, and influences breast
Change the construction effect of pitch.
The content of the invention
To overcome above-mentioned the deficiencies in the prior art, it is an object of the invention to provide a kind of emulsified asphalt storage stability
Evaluation of measuring method, the 5d storage stabilities of emulsified asphalt are detected using centrifuge, and are brought into corresponding reduction formula, meter
The 5d stable storing angle value of Highway Code requirement is calculated, detection method is convenient, determination efficiency is high.
To achieve the above object, the technical solution adopted by the present invention is:A kind of measure of emulsified asphalt storage stability is commented
Valency method, comprises the following steps:
1) after emulsified asphalt is stirred, load centrifuge tube, cover tightly lid;
2) centrifuge tube is symmetrically put into sleeve pipe;
3) centrifugation machine cap is covered, starts centrifuge, after separation terminates, closes centrifuge, after centrifuge stops operating,
Centrifuge cup is opened, takes out sample;
4) centrifuge tube is slowly taken out from centrifuge, under the influence of centrifugal force, sample is in centrifuge tube into inclination
Shape, specimen height and the liquid height isolated are measured respectively, and bring below equation into and centrifuge stability value is calculated,
In formula:P-centrifugation stable storing angle value, unit:%,
m1- isolate liquid level minimum constructive height, unit:Mm,
m2- isolate liquid level maximum height, unit:Mm,
m3- sample maximum height, unit:Mm,
m4- sample minimum constructive height, unit:Mm,
Calculated value is accurate to after decimal point 2;
5) stability value for being surveyed centrifuge substitutes into polynomial equation y=-0.0019x2In+0.2583x-n, it can obtain
《Highway engineering pitch and Asphalt Mixture Experiment code》Emulsified asphalt 5d stable storing angle value corresponding middle method T0655, n
Span be 5.8~6.
The volume of the centrifuge tube is 10ml, and sampling is about 8ml.
Described centrifuge tube with etc. the water of quality be symmetrically put into sleeve pipe, overall balance when keeping centrifuge rotation.
The rotating speed of centrifuge is 5000~10000 revs/min in step 3, and time overall length is 5~10 minutes.
Emulsified asphalt 5d stable storing angle value≤5%.
The beneficial effects of the invention are as follows:
The evaluation of measuring method of emulsified asphalt storage stability of the present invention, it is by a large amount of laboratory tests, is trying
Test on the basis of result and establish relational expression between two kinds of test methods, centrifuge temperature value detection operation letter in the evaluation method
Just, fast, accurately, it is smaller to substitute into after relational expression the 5d stable storing angle value errors calculated, the true of emulsified asphalt can be represented
Quality.The evaluation method quickly can be judged the quality of emulsified asphalt, and shortens materials arrival cycle and emulsification drip
Blue or green service life, it is effective to play emulsified asphalt pavement performance.
Brief description of the drawings
Fig. 1 is the flow chart of the evaluation of measuring method of emulsified asphalt storage stability of the embodiment of the present invention.
Embodiment
The present invention is described in further detail with reference to specific embodiment.It should be noted that the present invention does not limit to
In specific examples below, all equivalents done on the basis of technical scheme each fall within protection scope of the present invention.
Embodiment 1:
Specific operation process is as follows:
1) after emulsified asphalt is stirred, 8ml is taken to load centrifuge tube, and lid is covered tightly;
2) same emulsified asphalt sample, four samples are taken.Centrifuge tube is put into sleeve pipe, and to be symmetrically put into sleeve pipe
In;
3) rotating speed for setting centrifuge is 5000 revs/min, and time overall length is 10 minutes, starts centrifuge, and separation terminates
Afterwards, centrifuge is first closed, after centrifuge stops operating, centrifuge cup can be opened, take out sample;
4) centrifuge tube is slowly taken out from centrifuge, now measures specimen height respectively and the liquid isolated is high
Degree, and bring below equation into and centrifugation stable storing angle value is calculated, occurrence is shown in Table 1.
In formula:P-centrifugation stable storing angle value, unit:%,
m1- isolate liquid level minimum constructive height, unit:Mm,
m2- isolate liquid level maximum height, unit:Mm,
m3- sample maximum height, unit:Mm,
m4- sample minimum constructive height, unit:Mm,
Calculated value will be accurate to after decimal point 2;
5) stability value for being surveyed centrifuge substitutes into formula y=-0.0019x2In+0.2583x-n, converse《Highway
Engineering pitch and Asphalt Mixture Experiment code》The 5d stable storing angle value of emulsified asphalt corresponding middle method T0655, then root
According to《Standard specification for construction and acceptance of highway asphalt pavement》In requirement to emulsified asphalt stability be foundation, 5d stability requirement for≤
5%.
Y is to pass through the 5d stability values after conversion in formula;X is that centrifuge measures stability value;N is regulation coefficient, is 5.8
~6, it the results are shown in Table 2.
Table 1 centrifuges stable storing angle value
The result of the test of table 2 is compared with actual value
It can be drawn by above result of the test, it is simple and efficient using the novel detection method, measurement error very little, push away
Recommend and be widely popularized.
Claims (4)
- A kind of 1. evaluation of measuring method of emulsified asphalt storage stability, it is characterised in that comprise the following steps:1)After emulsified asphalt is stirred, load centrifuge tube, cover tightly lid;2)Centrifuge tube is symmetrically put into sleeve pipe;3)Centrifugation machine cap is covered, starts centrifuge, after separation terminates, closes centrifuge, after centrifuge stops operating, is opened Centrifuge cup, take out sample;4)Centrifuge tube is slowly taken out from centrifuge, under the influence of centrifugal force, sample in centrifuge tube into skewed, point Not Ce Liang specimen height and the liquid height isolated, and bring below equation into and centrifuge stability value be calculated,In formula:P-centrifugation storage stability, unit:%,m1- isolate liquid level minimum constructive height, unit:Mm,m2- isolate liquid level maximum height, unit:Mm,m3- sample maximum height, unit:Mm,m4- sample minimum constructive height, unit:Mm,Calculated value is accurate to after decimal point 2;5)The stability value that centrifuge is surveyed substitutes into polynomial equation y=- 0.0019x2In+0.2583x-n, it can obtain 《Highway engineering pitch and Asphalt Mixture Experiment code》Emulsified asphalt 5d stable storing angle value corresponding middle method T0655, n Span be 5.8 ~ 6;The rotating speed of centrifuge is 5000 ~ 10000 revs/min, and time overall length is 5 ~ 10 minutes.
- 2. the evaluation of measuring method of a kind of emulsified asphalt storage stability according to claim 1, it is characterised in that described The volume of centrifuge tube is 10ml, and sampling is about 8ml.
- 3. the evaluation of measuring method of a kind of emulsified asphalt storage stability according to claim 1, it is characterised in that described Centrifuge tube with etc. the water of quality be symmetrically put into sleeve pipe, overall balance when keeping centrifuge rotation.
- A kind of 4. evaluation of measuring method of emulsified asphalt storage stability as claimed in claim 1, it is characterised in that the breast Change pitch 5d stable storing angle value≤5%.
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CN108918840B (en) * | 2018-09-17 | 2021-07-13 | 西安公路研究院有限公司 | Asphalt separant isolation performance evaluation method based on isolation performance library |
CN108918839B (en) * | 2018-09-17 | 2021-07-13 | 西安公路研究院有限公司 | Asphalt separant isolation performance testing and evaluating method |
CN109298163B (en) * | 2018-11-20 | 2021-07-13 | 浙江海洋大学 | Method and device for measuring emulsification effect of oil displacement system |
CN110174326B (en) * | 2019-06-13 | 2022-06-14 | 天水陆桥交通工程有限公司 | Device and method for detecting heat stability of emulsified asphalt in transportation |
CN112083122A (en) * | 2019-06-15 | 2020-12-15 | 北京建筑材料科学研究总院有限公司 | Method for rapidly detecting content of insoluble substances in garbage fly ash washing slurry |
CN112881226A (en) * | 2019-11-29 | 2021-06-01 | 中石油克拉玛依石化有限责任公司 | Method and experimental device for evaluating storage stability of emulsified asphalt |
CN113960295A (en) * | 2021-10-20 | 2022-01-21 | 甘肃省交通规划勘察设计院股份有限公司 | Method for determining emulsified asphalt stability |
CN114563308B (en) * | 2022-03-04 | 2024-05-07 | 道生天合材料科技(上海)股份有限公司 | Evaluation method for storage stability of adhesive |
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CN1493877A (en) * | 2002-11-02 | 2004-05-05 | 中国石油化工股份有限公司 | Method of evaluating polymer modified asphalt storage stability |
CN104360048A (en) * | 2014-11-07 | 2015-02-18 | 交通运输部科学研究院 | Method for evaluating performances of normal-temperature modified road asphalt |
CN105136895A (en) * | 2015-07-29 | 2015-12-09 | 中南大学 | Method for modified asphalt separation evaluation based on modification agent mixing amount potentiometric titration quantitative analysis |
CN105158212A (en) * | 2015-09-09 | 2015-12-16 | 北京石油化工学院 | Quantitative evaluation system and method of crude oil emulsion stability |
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JPH10204441A (en) * | 1997-01-21 | 1998-08-04 | Kawasaki Steel Corp | Production of impregnation pitch and its production apparatus |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN1493877A (en) * | 2002-11-02 | 2004-05-05 | 中国石油化工股份有限公司 | Method of evaluating polymer modified asphalt storage stability |
CN104360048A (en) * | 2014-11-07 | 2015-02-18 | 交通运输部科学研究院 | Method for evaluating performances of normal-temperature modified road asphalt |
CN105136895A (en) * | 2015-07-29 | 2015-12-09 | 中南大学 | Method for modified asphalt separation evaluation based on modification agent mixing amount potentiometric titration quantitative analysis |
CN105158212A (en) * | 2015-09-09 | 2015-12-16 | 北京石油化工学院 | Quantitative evaluation system and method of crude oil emulsion stability |
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Effective date of registration: 20171225 Address after: 710000 high and New Hi-tech Zone Six Road No. 60, Xi'an City, Shaanxi Co-patentee after: Xi'an Huaze Highway Material Co., Ltd. Patentee after: Xi'an High Institute Address before: 710065 No. six, No. 60, hi tech Road, Shaanxi, Xi'an Patentee before: Xi'an High Institute |
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