CN112898787A - Sludge biological asphalt and preparation method thereof - Google Patents
Sludge biological asphalt and preparation method thereof Download PDFInfo
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- CN112898787A CN112898787A CN202110098736.7A CN202110098736A CN112898787A CN 112898787 A CN112898787 A CN 112898787A CN 202110098736 A CN202110098736 A CN 202110098736A CN 112898787 A CN112898787 A CN 112898787A
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- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
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Abstract
The invention discloses sludge biological asphalt and a preparation method thereof, wherein the preparation method comprises the following steps: (1) adding dried sludge and alcohol in a weight ratio of 1: 10-20 into a reaction kettle, stirring and heating, reacting for 30-120 min at a temperature of 265-300 ℃ and a pressure of 5-11 MPa, and cooling to obtain a reaction mixture; (2) carrying out solid-liquid separation on the reaction mixture to obtain a solid and a mother solution; (3) concentrating the mother liquor to obtain sludge heavy oil; (4) mixing the sludge heavy oil with petroleum asphalt to obtain sludge biological asphalt; wherein the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-30: 70-95. The sludge biological asphalt prepared by the preparation method has better performance.
Description
Technical Field
The invention relates to sludge biological asphalt and a preparation method thereof.
Background
On the one hand, with the acceleration of the urbanization process and the improvement of the living standard of people, the urban sewage yield of China also increases sharply, and the yield of sludge serving as a terminal product of a sewage treatment plant also increases. Meanwhile, the sludge contains a large amount of harmful and toxic substances which are difficult to degrade, such as pathogenic bacteria, parasites, radioactive elements, heavy metal elements and the like, and also contains nontoxic organic substances and nutrient elements (nitrogen, phosphorus, potassium and various trace elements) with potential utilization values, and if the sludge is not properly treated, serious harm can be caused to the ecological environment and the human health. Therefore, the disposal of municipal sludge has attracted a high attention.
On the other hand, with the rapid increase of the economy of China, the consumption of asphalt is increased year by year. At present, the asphalt market in China is distributed in the industries of road construction, airport construction, building waterproofing, hydraulic engineering and the like, wherein the road construction accounts for about 76% of the total consumption of asphalt and becomes the most important consumption field of asphalt, but petroleum asphalt is an irreversible resource as a byproduct in the crude oil processing process, and along with the continuous increase of the requirements of the existing pavement maintenance and the newly-built asphalt pavement, the large consumption of asphalt materials is inevitable. Therefore, people begin to research how to compound the sludge and the petroleum asphalt to prepare sludge asphalt which can replace the petroleum asphalt and is used for road construction.
In addition, some people use municipal sludge as a raw material to prepare sludge bio-oil by aiming at the characteristic that the sludge contains a large amount of organic matters. The prepared sludge bio-oil is generally used as fuel.
CN1381316A discloses a method for treating sewage sludge, which comprises the following steps: (1) drying the sludge for 2-3 hours at the temperature of 450-550 ℃; (2) naturally cooling for 10-12 hours at room temperature; (3) rolling sludge with uneven particles into powder of 80-120 meshes; (4) the sludge powder and the asphalt are uniformly mixed into the asphalt material according to the weight ratio of 1: 8-10. CN104109398B discloses a method for using biochemical sludge as a modified component of pavement asphalt, which comprises the steps of mixing biochemical sludge with lime or carbide slag for reaction and dehydration, and then fully mixing and dehydrating the biochemical sludge and asphalt in a mixing device to prepare modified asphalt. In both of the above patent documents, the dewatered sludge is directly mixed with asphalt, and the performance of the obtained asphalt material is still to be improved.
CN102911691A discloses a method for preparing bio-oil by supercritical pyrolysis of municipal sludge, which comprises the following steps: directly putting the factory sludge into a high-pressure sealed reaction kettle, and repeatedly purging with nitrogen to achieve an inert atmosphere; temperature programming and pressure supplementing by nitrogen to ensure that water in the raw sludge reaches a supercritical state in the reactor, thereby realizing the pyrolysis reaction of the sludge in the supercritical state; and (3) carrying out vacuum filtration, liquid separation extraction and rotary evaporation on the reaction product to obtain the pyrolytic bio-oil which can be used as liquid fuel. The above patent documents do not mention how the by-products are utilized.
Disclosure of Invention
In view of the above, an object of the present invention is to provide a method for preparing sludge bio-asphalt, wherein the sludge bio-asphalt obtained by the method has good performance, and can meet the specification requirements of 70# matrix petroleum asphalt and 90# matrix petroleum asphalt. Further, the preparation method realizes the resource treatment of the sludge and can relieve the dependency on the petroleum asphalt to a certain extent. The invention also aims to provide the sludge biological asphalt.
The invention achieves the above purpose through the following technical scheme.
The invention provides a preparation method of sludge biological asphalt, which comprises the following steps:
(1) adding dried sludge and alcohol in a weight ratio of 1: 10-20 into a reaction kettle, stirring and heating, reacting for 30-120 min at a temperature of 265-300 ℃ and a pressure of 5-11 MPa, and cooling to obtain a reaction mixture; (ii) a
(2) Carrying out solid-liquid separation on the reaction mixture to obtain a solid and a mother solution;
(3) concentrating the mother liquor to obtain sludge heavy oil;
(4) mixing the sludge heavy oil with petroleum asphalt to obtain sludge biological asphalt; wherein the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-30: 70-95.
According to the production method of the present invention, preferably, in the step (1), the alcohol is at least one selected from the group consisting of methanol, ethanol and isopropanol.
According to the preparation method provided by the invention, in the step (1), the reaction temperature is 270-280 ℃, the reaction pressure is 6-9.5 MPa, and the reaction time is 50-90 min.
According to the preparation method of the present invention, preferably, step (1) is preceded by: drying the sludge at 100-110 ℃.
According to the preparation method provided by the invention, the weight ratio of the dried sludge to the alcohol is preferably 1: 10-16.
According to the preparation method of the present invention, in the step (1), preferably, before the heating, an inert gas is introduced into the reaction kettle to replace air in the reaction kettle.
According to the preparation method provided by the invention, preferably, in the step (3), the concentration is reduced pressure distillation, the reduced pressure distillation temperature is 150-220 ℃, and the vacuum degree is 0.1 MPa.
According to the preparation method of the present invention, preferably, in the step (4), the petroleum asphalt is # 50 matrix petroleum asphalt; the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-20: 80-95.
According to the preparation method of the invention, preferably, the mixing of the sludge heavy oil and the petroleum asphalt comprises the following specific steps:
(i) heating petroleum asphalt at 135-145 ℃ to a flowing state;
(ii) and adding the sludge heavy oil into the flowing petroleum asphalt, and shearing at a high speed of between 135 and 145 ℃ for 20 to 40min at a shearing rate of between 1800 and 2500rpm to obtain the sludge biological asphalt.
The invention also provides sludge biological asphalt for road construction, which is prepared according to the preparation method.
The sludge heavy oil prepared by the preparation method of the invention is compounded with petroleum asphalt, and sludge biological asphalt with the performance equivalent to that of No. 70 matrix petroleum asphalt and No. 90 matrix petroleum asphalt can be prepared for road construction. The invention realizes the resource utilization of the sludge and can relieve the dependency on the petroleum asphalt to a certain extent.
Detailed Description
The present invention will be further described with reference to the following specific examples, but the scope of the present invention is not limited thereto.
In the prior art, the dewatered sludge and asphalt are generally directly mixed to obtain the asphalt material, but the performance of the obtained asphalt material is still poor and is inferior to that of No. 70 matrix petroleum asphalt and No. 90 matrix petroleum asphalt. So far, no report of obtaining sludge bio-asphalt by mixing sludge heavy oil after sludge treatment with petroleum asphalt has been found.
The preparation method of the sludge biological asphalt comprises the following steps: drying sludge; a sludge reaction step; solid-liquid separation; obtaining sludge heavy oil; and (3) mixing the sludge heavy oil and the petroleum asphalt.
< sludge drying step >
Drying the sludge at 100-110 ℃, preferably drying the sludge at 105-110 ℃. Thus being beneficial to the next reaction of the sludge under the alcohol and improving the yield of the obtained sludge heavy oil. The prior art generally employs such sludge mixed with bitumen. The invention further processes the sludge biological asphalt to improve the performance of the sludge biological asphalt.
< sludge reaction step >
Adding the dried sludge and alcohol in a weight ratio of 1: 10-20 into a reaction kettle, stirring and heating, reacting for 30-120 min at a temperature of 265-300 ℃ and a pressure of 5-11 MPa, and cooling to obtain a reaction mixture. According to one embodiment of the invention, 1 part by weight of dried sludge and 10-20 parts by weight of alcohol are added into a reaction kettle, stirred and heated, reacted for 30-120 min at the temperature of 265-300 ℃ and the pressure of 5-11 MPa, and cooled to obtain a reaction mixture.
In the invention, the weight ratio of the dried sludge to the alcohol can be 1: 10-20, preferably 1: 10-16, and more preferably 1: 14-16. The alcohol may be an alkyl alcohol, for example a C1-C8 alkyl alcohol. Examples of C1-C8 alkyl groups include, but are not limited to, methyl, ethyl, propyl, isopropyl, butyl, isobutyl, tert-butyl, pentyl, isopentyl, hexyl, heptyl, octyl and the like. The long carbon chain of organic matters in the sludge is broken under certain temperature and pressure to generate an unstable intermediate product, and the intermediate product is combined with alcohol to generate sludge heavy oil. According to an embodiment of the present invention, the alcohol is selected from at least one of methanol, ethanol and isopropanol, preferably, the alcohol is selected from at least one of methanol and ethanol, more preferably, the alcohol is ethanol, and still more preferably, the alcohol is absolute ethanol. Thus being beneficial to forming high-quality and high-yield sludge heavy oil and further improving the performance of the sludge biological asphalt.
The reaction kettle is a reaction kettle capable of being pressurized. Before heating, inert gas can be introduced into the reaction kettle to replace the air in the reaction kettle. The inert gas is selected from at least one of nitrogen and argon. The removal of air in the reaction kettle is beneficial to obtaining high-quality and high-yield sludge heavy oil, and further the performance of the sludge biological asphalt is improved. .
The reaction temperature can be 265-300 ℃, preferably 270-280 ℃ and more preferably 275-280 ℃. The reaction pressure may be 5 to 11MPa, preferably 6 to 9.5MPa, and more preferably 7 to 9 MPa. The reaction time may be 30 to 120min, preferably 50 to 100min, and more preferably 60 to 80 min. The conditions are favorable for obtaining high-quality sludge heavy oil, and further improve the performance of the sludge biological asphalt. The method has mild operation conditions and is more suitable for industrial production.
< solid-liquid separation step >
And carrying out solid-liquid separation on the obtained reaction mixture to obtain a solid and a mother liquor. Thus, inorganic impurities and residues in the sludge can be removed, and the performance of the sludge biological asphalt is improved.
In the present invention, the solid-liquid separation method is not particularly limited, and may be, for example, centrifugation or filtration. Filtration is preferred, and suction filtration under reduced pressure is more preferred.
< step of obtaining sludge heavy oil >
And concentrating the mother liquor to obtain the sludge heavy oil. The sludge heavy oil is black viscous liquid and has certain fluidity. In the present invention, the concentration may be distillation under reduced pressure. The reduced pressure distillation temperature is 150-220 ℃, and the vacuum degree is 0.1 MPa. Preferably, the reduced pressure distillation temperature is 180-220 ℃. More preferably, the reduced pressure distillation temperature is 190-210 ℃. Therefore, the distillation efficiency can be improved, the quality and the yield of the sludge heavy oil can be ensured, and the performance of the sludge biological asphalt can be improved.
< step of mixing sludge heavy oil with Petroleum asphalt >
Mixing the sludge heavy oil with petroleum asphalt to obtain sludge biological asphalt; wherein the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-30: 70-95.
In the present invention, the petroleum asphalt is preferably # 50 base petroleum asphalt. The weight ratio of the sludge heavy oil to the petroleum asphalt can be 5-30: 70-95, preferably 5-25: 75-95, and more preferably 5-20: 80-95. Thus, the performance of the obtained sludge biological asphalt is better.
In the invention, the mixing of the sludge heavy oil and the petroleum asphalt comprises the following specific steps:
(i) heating petroleum asphalt at 135-145 ℃ to a flowing state;
(ii) and adding the sludge heavy oil into the flowing petroleum asphalt, and shearing at a high speed of between 135 and 145 ℃ for 20 to 40min at a shearing rate of between 1800 and 2500rpm to obtain the sludge biological asphalt.
In step (i), the petroleum asphalt is preferably heated to a flowing state at 135-140 ℃, and more preferably, the petroleum asphalt is preferably heated to a flowing state at 135-138 ℃.
In step (ii), the shear rate may be 1800 to 2500rpm, preferably 1900 to 2200rpm, and more preferably 2000 to 2100 rpm. The temperature during shearing can be 135-140 ℃, preferably 135-138 ℃, and more preferably 135-136 ℃. The shearing time can be 25-35 min, preferably 30-35 min, and more preferably 30-32 min. Thus being beneficial to obtaining the sludge biological asphalt with better performance.
According to one embodiment of the invention, the preparation method of the sludge biological asphalt comprises the following steps:
drying the sludge;
adding dried sludge and alcohol in a weight ratio of 1: 10-20 into a reaction kettle, introducing inert gas into the reaction kettle to replace air in the reaction kettle, stirring and heating, reacting for 30-120 min at the temperature of 265-300 ℃ and the pressure of 5-11 MPa, and cooling to obtain a reaction mixture; wherein the alcohol is selected from at least one of methanol, ethanol and isopropanol;
carrying out solid-liquid separation on the reaction mixture to obtain a solid and a mother solution;
concentrating the mother liquor to obtain sludge heavy oil;
heating petroleum asphalt at 135-140 ℃ to a flowing state; adding the sludge heavy oil into the flowing petroleum asphalt, and shearing at a high speed of 135-140 ℃, wherein the shearing rate is 1900-2200 rpm, and the shearing time is 25-35 min to obtain sludge biological asphalt; wherein the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-30: 70-95.
The invention also provides the sludge biological asphalt prepared by the preparation method, and the sludge biological asphalt can be used for road construction. The performance of the sludge biological asphalt can reach the standard requirements of No. 70 matrix petroleum asphalt and No. 90 matrix petroleum asphalt.
< test methods >
The needle penetration testing method comprises the following steps: t0604-2011 asphalt penetration test.
The ductility test method comprises the following steps: t0605-2011 asphalt ductility test.
Method for testing softening point: t0606-2011 asphalt softening point test.
The adhesion test method comprises the following steps: t0616-1993 adhesion test of bitumen to coarse aggregate.
Test methods for storage stability: t0661-2011 Polymer modified asphalt segregation test.
Aging resistance test method: t0609-2011 asphalt film heating test.
Example 1
Drying the sludge at 105 ℃ to constant weight;
adding 40 parts by weight of dried sludge and 600 parts by weight of absolute ethyl alcohol into a reaction kettle, sealing the reaction kettle, checking the air tightness, introducing nitrogen to replace the air in the reaction kettle, stirring and heating the mixture, reacting the mixture for 60min at 275 ℃ and 9MPa, and cooling the mixture to obtain a reaction mixture;
carrying out suction filtration on the reaction mixture to obtain a solid and a mother solution;
and (3) carrying out reduced pressure distillation on the mother liquor by using a rotary evaporator, wherein the distillation temperature is 200 ℃, the vacuum degree is 0.1MPa, and the mother liquor is concentrated until no fraction is separated out basically, so that the sludge heavy oil (black viscous liquid) is obtained.
Example 2
Heating 95 parts by weight of No. 50 matrix petroleum asphalt at 135 ℃ to a flowing state;
to the petroleum asphalt in a flowing state, 5 parts by weight of the sludge heavy oil prepared according to example 1 was added and sheared at a high speed of 135 ℃ at a shear rate of 2000rpm for 30min to obtain sludge bio-asphalt.
Example 3
Heating 90 parts by weight of No. 50 matrix petroleum asphalt at 135 ℃ to a flowing state;
10 parts by weight of the sludge heavy oil prepared in example 1 was added to a petroleum asphalt in a fluid state, and sheared at a high speed of 135 ℃ at a shear rate of 2000rpm for 30min to obtain a sludge bio-asphalt.
Example 4
Heating 80 parts by weight of No. 50 matrix petroleum asphalt at 135 ℃ to a flowing state;
20 parts by weight of the sludge heavy oil prepared in example 1 was added to a petroleum asphalt in a fluid state, and sheared at a high speed of 135 ℃ at a shear rate of 2000rpm for 30min to obtain a sludge bio-asphalt.
Example 5
Drying the sludge at 105 ℃ to constant weight;
adding 40 parts by weight of dried sludge and 400 parts by weight of absolute ethyl alcohol into a reaction kettle, sealing the reaction kettle, checking the air tightness, introducing nitrogen to replace the air in the reaction kettle, stirring and heating the mixture, reacting the mixture for 90min at 275 ℃ and 9MPa, and cooling the mixture to obtain a reaction mixture;
carrying out suction filtration on the reaction mixture to obtain a solid and a mother solution;
and (3) carrying out reduced pressure distillation on the mother liquor by using a rotary evaporator, wherein the distillation temperature is 200 ℃, the vacuum degree is 0.1MPa, and the mother liquor is concentrated until no fraction is separated out basically, so that the sludge heavy oil (black viscous liquid) is obtained.
Example 6
Heating 90 parts by weight of No. 50 matrix petroleum asphalt at 135 ℃ to a flowing state;
10 parts by weight of the sludge heavy oil prepared in example 5 was added to a petroleum asphalt in a fluid state, and sheared at a high speed of 135 ℃ at a shear rate of 2000rpm for 30min to obtain a sludge bio-asphalt.
Example 7
Drying the sludge at 105 ℃ to constant weight;
adding 40 parts by weight of dried sludge and 600 parts by weight of absolute ethyl alcohol into a reaction kettle, sealing the reaction kettle, checking the air tightness, introducing nitrogen to replace the air in the reaction kettle, stirring and heating the mixture, reacting the mixture for 60min at the temperature of 300 ℃ and the pressure of 9.5MPa, and cooling the mixture to obtain a reaction mixture;
carrying out suction filtration on the reaction mixture to obtain a solid and a mother solution;
and (3) carrying out reduced pressure distillation on the mother liquor by using a rotary evaporator, wherein the distillation temperature is 200 ℃, the vacuum degree is 0.1MPa, and the mother liquor is concentrated until no fraction is separated out basically, so that the sludge heavy oil (black viscous liquid) is obtained.
Example 8
Heating 95 parts by weight of No. 50 matrix petroleum asphalt at 135 ℃ to a flowing state;
to the petroleum asphalt in a flowing state, 5 parts by weight of the sludge heavy oil prepared in example 7 was added and sheared at a high speed of 135 ℃ at a shear rate of 2000rpm for 30min to obtain sludge bio-asphalt.
Comparative example 1
The only difference from example 1 is that the solvent used is water.
Comparative example 2
The only difference from example 7 is that the weight ratio of the dried sludge to the absolute ethanol is 1: 5.
Comparative example 3
The only difference from example 2 is that the sludge asphalt material was prepared according to the method of example 1 in CN 1381316A.
TABLE 1 sludge heavy oil yield
| Numbering | The solvent used is | Yield of the obtained sludge heavy oil% |
| Example 1 | Anhydrous ethanol | 22.36 |
| Example 5 | Anhydrous ethanol | 19.93 |
| Example 7 | Anhydrous ethanol | 18.71 |
| Comparative example 1 | Water (W) | 6.42 |
| Comparative example 2 | Anhydrous ethanol | 12.62 |
In table 1, the yield of the sludge heavy oil is equal to the weight of the sludge heavy oil/the weight of the sludge after drying × 100%.
As is clear from table 1, the yield of the sludge heavy oil obtained by the production method of the example of the present invention is higher than that of comparative example 1. The preparation method of the invention has milder operation conditions. As compared with comparative example 2, it is understood that the yield of the sludge heavy oil is high by controlling the amount of absolute ethanol within the range of the present invention.
TABLE 2 test results of three indexes and adhesion
As can be seen from Table 2, the sludge bio-asphalt prepared by the method of the present invention has better performance than that of comparative example 2, and the sludge bio-asphalt obtained by the present invention can reach three performance indexes (penetration, ductility and softening point) and adhesion indexes of No. 70 matrix petroleum asphalt and No. 90 matrix petroleum asphalt.
TABLE 3 aging resistance test results
As can be seen from Table 3, the products of examples 2 to 4 were subjected to Thin Film Oven (TFOT) aging, and the aging resistance of the sludge bio-asphalt was evaluated by the mass loss of the residue after aging, the penetration ratio and the residual ductility. After TFOT aging, the indexes of the sludge bio-asphalt of the examples 2-4 are improved compared with those of the No. 50 matrix petroleum asphalt, and the specification requirements of the No. 70 matrix petroleum asphalt and the No. 90 matrix petroleum asphalt are met. The result shows that when the mixing amount of the sludge heavy oil is 5-20%, the sludge biological asphalt has good ageing resistance, and the ageing resistance of the No. 50 matrix petroleum asphalt can be effectively improved by the sludge heavy oil.
Table 4 storage stability test results
| Numbering | Example 2 | Example 3 | Example 4 |
| Softening point t of upper layer1/℃ | 49.8 | 49.5 | 47.6 |
| Lower layer softening point t2/℃ | 50.6 | 51.1 | 49.8 |
| Difference t2-t1/℃ | 0.8 | 1.6 | 2.2 |
As can be seen from Table 4, the difference between the softening points of the upper layer and the lower layer of the sludge bio-asphalt gradually increases with the increase of the mixing amount of the sludge heavy oil, but the softening point still meets the specification (less than or equal to 2.5), and the results show that the sludge heavy oil and the No. 50 matrix petroleum asphalt have better compatibility and storage stability in the above mixing amount range.
In addition, the product performance of example 8 is comparable to that of example 2; the product performance of example 6 is comparable to that of example 3. And will not be described in detail herein.
In conclusion, the sludge biological asphalt prepared by the preparation method can meet the standard requirements of No. 70 matrix petroleum asphalt and No. 90 matrix petroleum asphalt. Therefore, the sludge biological asphalt obtained by the invention can replace part of No. 70 matrix petroleum asphalt and No. 90 matrix petroleum asphalt, relieve the dependency on the petroleum asphalt to a certain extent, and realize the resource utilization of the sludge.
The present invention is not limited to the above-described embodiments, and any variations, modifications, and substitutions which may occur to those skilled in the art may be made without departing from the spirit of the invention.
Claims (10)
1. The preparation method of the sludge biological asphalt is characterized by comprising the following steps:
(1) adding dried sludge and alcohol in a weight ratio of 1: 10-20 into a reaction kettle, stirring and heating, reacting for 30-120 min at a temperature of 265-300 ℃ and a pressure of 5-11 MPa, and cooling to obtain a reaction mixture;
(2) carrying out solid-liquid separation on the reaction mixture to obtain a solid and a mother solution;
(3) concentrating the mother liquor to obtain sludge heavy oil;
(4) mixing the sludge heavy oil with petroleum asphalt to obtain sludge biological asphalt; wherein the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-30: 70-95.
2. The production method according to claim 1, wherein in the step (1), the alcohol is at least one selected from the group consisting of methanol, ethanol and isopropanol.
3. The preparation method according to claim 2, wherein in the step (1), the reaction temperature is 270 to 280 ℃, the reaction pressure is 6 to 9.5MPa, and the reaction time is 50 to 90 min.
4. The method of claim 2, wherein step (1) is preceded by: drying the sludge at 100-110 ℃.
5. The preparation method according to claim 2, wherein the weight ratio of the dried sludge to the alcohol is 1: 10-16.
6. The method according to claim 2, wherein the heating in step (1) further comprises: and introducing inert gas into the reaction kettle to replace the air in the reaction kettle.
7. The method according to claim 2, wherein the concentration in the step (3) is reduced pressure distillation, the temperature of the reduced pressure distillation is 150 to 220 ℃, and the degree of vacuum is 0.1 MPa.
8. The method according to claim 2, wherein in the step (4), the petroleum asphalt is 50# base petroleum asphalt; the weight ratio of the sludge heavy oil to the petroleum asphalt is 5-20: 80-95.
9. The method for preparing the sludge heavy oil and the petroleum asphalt according to any one of claims 1 to 8, wherein the mixing of the sludge heavy oil and the petroleum asphalt comprises the following specific steps:
(i) heating petroleum asphalt at 135-145 ℃ to a flowing state;
(ii) and adding the sludge heavy oil into the flowing petroleum asphalt, and shearing at a high speed of between 135 and 145 ℃ for 20 to 40min at a shearing rate of between 1800 and 2500rpm to obtain the sludge biological asphalt.
10. A sludge bio-asphalt for road construction, which is prepared by the preparation method according to any one of claims 1 to 9.
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| CN202110098736.7A CN112898787A (en) | 2021-01-25 | 2021-01-25 | Sludge biological asphalt and preparation method thereof |
| CN202110725914.4A CN113214668B (en) | 2021-01-25 | 2021-06-29 | Sludge biological asphalt and preparation method thereof |
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Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB712399A (en) * | 1951-01-26 | 1954-07-21 | Ladislas Bolgar | Process for manufacturing bituminous materials from acid sludge |
| CA2034256C (en) * | 1991-01-16 | 2002-11-19 | Henry Sawatzky | Improvers for adhesion of asphalt to aggregates |
| CN1381316A (en) * | 2001-04-17 | 2002-11-27 | 上海华标质量认证咨询有限公司 | Process for treating sludge of sewer |
| CN101875848A (en) * | 2009-12-03 | 2010-11-03 | 天津大学 | Method for processing sludge pyrolytic oil |
| CN102849905B (en) * | 2012-03-22 | 2014-01-15 | 中国石油天然气股份有限公司 | Experimental method of oil-containing sludge heat treatment |
| CN102911691A (en) * | 2012-11-05 | 2013-02-06 | 天津大学 | Method for preparing bio-oil through supercritical pyrolysis of civil sludge |
| CN103172245B (en) * | 2013-03-21 | 2014-01-29 | 曹玉成 | Method for quick pyrolysis treatment and in situ conversion product utilization of sludge |
| CN104109398B (en) * | 2013-04-19 | 2018-06-26 | 厦门大学 | Application technology of the biochemical sludge as bituminous composition |
| CN103614168B (en) * | 2013-12-09 | 2016-01-20 | 华东理工大学 | The processing method of liquid fuel is prepared in a kind of mud liquefaction |
| CN110467327A (en) * | 2019-07-11 | 2019-11-19 | 佛山科学技术学院 | A kind of method of ethyl alcohol pyrolysis sewage treatment plant excess sludge liquefaction oil |
-
2021
- 2021-01-25 CN CN202110098736.7A patent/CN112898787A/en not_active Withdrawn
- 2021-06-29 CN CN202110725914.4A patent/CN113214668B/en active Active
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