CN104926169A - Asphalt mixture mineral powder, asphalt mixture mineral powder preparation method and application of oil shale to preparation of asphalt mixture mineral powder - Google Patents

Asphalt mixture mineral powder, asphalt mixture mineral powder preparation method and application of oil shale to preparation of asphalt mixture mineral powder Download PDF

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Publication number
CN104926169A
CN104926169A CN201510301204.3A CN201510301204A CN104926169A CN 104926169 A CN104926169 A CN 104926169A CN 201510301204 A CN201510301204 A CN 201510301204A CN 104926169 A CN104926169 A CN 104926169A
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CN
China
Prior art keywords
asphalt
breeze
mineral powder
asphalt mixture
resinous shale
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Pending
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CN201510301204.3A
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Chinese (zh)
Inventor
王德慧
赵德智
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Liaoning Shihua University
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Liaoning Shihua University
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Priority to CN201510301204.3A priority Critical patent/CN104926169A/en
Publication of CN104926169A publication Critical patent/CN104926169A/en
Pending legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

The invention discloses an asphalt mixture mineral powder. The asphalt mixture mineral powder is prepared from the following raw materials in parts by weight: oil shale, limestone and an additive. Oil shale serves as mineral powder of an asphalt mixture for the first time, the binding force and the strength of mucilage formed between mineral powder and asphalt, as well as between mineral powder and the additive, the interspace of asphalt concrete is reduced, and relatively high dispersibility is realized. Key indexes such as the high-temperature rut resistance, the low-temperature cracking resistance and the water encroachment resistance of the asphalt mixture are improved, and the probability of 'looseness' of a traditional asphalt pavement is effectively reduced. Waste of oil shale resources is reduced, and the transport cost is lowered. The asphalt mixture mineral powder provided by the invention is simple in process, low in cost, high in performance and environment-friendly, and the invention also provides a production method of the asphalt mixture mineral powder.

Description

Asphalt breeze and preparation method and resinous shale are preparing the application in asphalt breeze
Technical field
The invention belongs to Chemical Engineering Technology, resource circulation utilization and road and bridge construction field, be specifically related to a kind of asphalt breeze and preparation method and resinous shale and preparing the application in asphalt breeze.
Background technology
Because China has been in the rapid economic development phase, road engineering there occurs earth-shaking change, and bituminous pavement even spreads into country lanes.In some atrocious weather area, especially the northern area of China, due to round the clock and Seasonal Temperature Difference huge, pitch shrinks repeatedly, result in traditional asphalt road surface " loose ".The key solving road surface " loose " is the composition of asphalt.The three-dimensional scatter system that asphalt is made up of coarse aggregate, fine aggregate and rubber cement, the rubber cement wherein comprising breeze and pitch is then the key factor determining asphalt high and low temperature performance, more and more comes into one's own in recent years.Breeze is normally obtained through levigate processing by alkaline building stones such as limestone, and what in asphalt, play filler effect take calcium carbonate as the mineral powders of main component.Breeze plays filling effect in asphalt, and object is the space reducing bituminous concrete.Breeze and pitch form asphalt mastic jointly, improve the strength and stability of bituminous concrete.So, require between breeze and pitch, there is stronger avidity.At present, the demand of traditional breeze is increasing, and cost increases gradually.Finding a kind of type material replaces traditional breeze just to seem particularly urgent and important.
China's oil shale reserves is huge, can prepare shale oil through high temperature carbonization method.But dry distillation can only extract the shale oil of about 70%, residue more than 20% heavy shale oil backfills with oil shale residues, causes resource and manpower waste, has certain environmental pollution simultaneously.Resinous shale and dry rectificating oil shale waste residue become to be grouped into kerogen and mink cell focus primarily of the inorganic oxide such as silico-aluminate and Ca, Mg, K.The resinous shale (<6 mm) that particularly some granularities are little is unwell to distillation process, causes ample resources to waste.
Summary of the invention
The present invention is directed to above-mentioned problems of the prior art, a kind of asphalt breeze is provided, solve the bonding force of rubber cement in prior art and the relatively low problem of intensity, and provide cost savings.
Another object of the present invention is to provide a kind of preparation method of asphalt breeze and resinous shale preparing the application in asphalt breeze.
Technical scheme of the present invention is as follows:
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: additive=20-50:20-60:2-20.
Oil shale residues after described resinous shale comprises resinous shale raw ore, distillation process and be unwell to the resinous shale small-particle of distillation process.
Described resinous shale meets China's industry standard: " standard specification for construction and acceptance of highway asphalt pavement " JTG F40-2004 relevant regulations.
Described resinous shale pulverizes and sieves to granularity and is less than 0.60 mm.
Described Wingdale meets China's industry standard: " standard specification for construction and acceptance of highway asphalt pavement " JTG F40-2004 relevant regulations.
Described Wingdale pulverizing is screened to granularity and is less than 0.60 mm.
Described additive is one or several in diatomite and hydrophober.
The preparation method preparing this asphalt breeze comprises the steps: resinous shale, Wingdale to be carried out pulverizing and being screened to targeted particle size by above-mentioned ratio of weight and number; Mix with additive again and carry out the configuration of uniform stirring for road oil rubber cement.
Advantageous effect of the present invention is as follows:
The inventive method is in traditional asphalt mixture process, first using the breeze of resinous shale as asphalt.The asphalt breeze prepared of the method is adopted to utilize the organic compositions such as the bituminous matter of resinous shale periphery, mink cell focus and kerogen, mixed and hydrophobic principle by similar, significantly improve the bonding force and the intensity that form rubber cement between breeze and pitch and additive, reduce the space of bituminous concrete simultaneously, there is higher dispersiveness.Improve the key indexs such as the high temperature Rut resistance of asphalt, low temperature cracking resistance and water resistant infringement, effectively reduce traditional asphalt road surface " loose " situation.Described asphalt breeze can be used for, in the construction of all bituminous coat projects, having compatibility to all pitch.
The inventive method adopts oil shale powder to decrease the waste of oil shale resources as asphalt breeze, especially in northern China part shale oil producing region, remains oil shale residues after a large amount of destructive distillation, can gather materials on the spot, decrease transportation cost.The invention provides that a kind of technique is simple, cost is low, the breeze of the asphalt of high-performance and environmental protection and production method.
Resinous shale and through the composition and property of distillation process oil shale residues due to self, has suitable hardness, is applicable to carrying out by pulverizer the solid granule being ground into target order number, and has good mobility, can freely flow out from mineral powder bin.Meanwhile, the composition burning-points such as the kerogen adhered to around resinous shale and heavy oil are high, can increase rubber cement and other bonding forces of gathering materials simultaneously, have higher hydrophobic nature.So this small-particle is particularly suitable for being used as the breeze in asphalt.
Embodiment
Embodiment 1
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=50:40:8:2.
Described resinous shale is the oil shale residues after Fushun shale factory distillation process.
Prepare the complete processing of this asphalt breeze: according to China's industry standard " standard specification for construction and acceptance of highway asphalt pavement " JTG F40-2004 high speed highway and Class I highway standard, resinous shale, Wingdale are carried out pulverizing and is screened to granularity to be less than 0.6 mm be 100%, being less than 0.15 mm is 90-95%, and being less than 0.075 mm is 75-80%.Add diatomite again and hydrophober DC-C16 carries out the configuration of uniform stirring for road oil rubber cement.
Above-mentioned breeze is joined in asphalt with 5% content of asphalt, asphalt is prepared with traditional hot-mix asphalt mixture (HMA) method, dry mixing temperature is between 150-200 DEG C, after dry mixing evenly, resist performance evaluation (Superpave mix-design test) of dispersing, high-temperature behavior evaluates (wheel tracking test), low-temperature performance evaluates (girder low-temperature bending test), anti-water damage property (the retained strength ratio of freeze-thaw split intensity and immersion Marshall residual stability ratio) data gather, as shown in table 1.
Embodiment 2
Above-mentioned breeze, with embodiment 1, joins in asphalt with 4% content of asphalt, carries out performance data collection by its batching ratio and procedure of processing, as shown in table 2.
Embodiment 3
Above-mentioned breeze, with embodiment 1, joins in asphalt with 6% content of asphalt, carries out performance data collection by its batching ratio and procedure of processing, as shown in table 3.
Embodiment 4
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=40:50:8:2.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by its procedure of processing, as shown in table 4.
Embodiment 5
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=35:55:8:2.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by its procedure of processing, as shown in table 5.
Embodiment 6
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=30:60:8:2.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by its procedure of processing, as shown in table 6.
Embodiment 7
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=50:40:8:2.
Described resinous shale is the oil shale residues after the shale oil plant distillation process of Huadian, Jilin.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by other step, as shown in table 7.
Embodiment 8
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=50:40:8:2.
Described resinous shale is the resinous shale small-particle being unwell to distillation process that Fushun oil shale diameter is less than 6 mm.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by other step, as shown in table 8.
Embodiment 9
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite: hydrophober DC-C16=50:40:8:2.
Described resinous shale is the resinous shale small-particle being unwell to distillation process that Huadian Oil Shale diameter is less than 6 mm.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by other step, as shown in table 9.
Embodiment 10
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: hydrophober DC-C16=50:48:2.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by other step, as shown in table 10.
Embodiment 11
Asphalt breeze, is prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: diatomite=50:42:8.
Above-mentioned breeze, with embodiment 1, joins in asphalt with 5 % content of asphalt, carries out performance data collection by other step, as shown in table 11.
Hydrophober of the present invention is any type that market can buy, and can be used for the hydrophober of road bitumen and breeze, above-described embodiment only illustrates for the present invention, do not form the restriction to right, other alternative means that it may occur to persons skilled in the art that, all within the scope of the claims in the present invention.

Claims (9)

1. asphalt breeze, is characterized in that being prepared from by following raw materials in parts by weight number ratio, resinous shale: Wingdale: additive=20-50:20-60:2-20.
2. asphalt breeze according to claim 1, it is characterized in that described resinous shale comprise resinous shale raw ore, distillation process after oil shale residues and be unwell to the resinous shale small-particle of distillation process.
3. asphalt breeze according to claim 1 and 2, is characterized in that described resinous shale meets China's industry standard " standard specification for construction and acceptance of highway asphalt pavement " JTG F40-2004 relevant regulations.
4. asphalt breeze according to claim 3, is characterized in that described resinous shale pulverizes and sieves to granularity and is less than 0.60 mm.
5. asphalt breeze according to claim 1, is characterized in that described Wingdale meets industry standard " standard specification for construction and acceptance of highway asphalt pavement " JTG F40-2004 relevant regulations.
6. asphalt breeze according to claim 1 or 5, is characterized in that described Wingdale is pulverized and is screened to granularity and is less than 0.60 mm.
7. asphalt breeze according to claim 1, is characterized in that described additive is one or several in diatomite and hydrophober.
8. prepare the method for asphalt breeze according to claim 1, it is characterized in that comprising the steps: by above-mentioned ratio of weight and number, resinous shale, Wingdale to be carried out pulverizing and being screened to targeted particle size; Mix with additive again and carry out the configuration of uniform stirring for road oil rubber cement.
9. asphalt breeze according to claim 1, is characterized in that resinous shale is preparing the application in asphalt breeze.
CN201510301204.3A 2015-06-05 2015-06-05 Asphalt mixture mineral powder, asphalt mixture mineral powder preparation method and application of oil shale to preparation of asphalt mixture mineral powder Pending CN104926169A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105753375A (en) * 2016-02-29 2016-07-13 河南城建学院 Asphalt mixture taking red mud as filler and preparation method thereof
CN106220044A (en) * 2016-07-19 2016-12-14 大唐国际发电股份有限公司高铝煤炭资源开发利用研发中心 A kind of mix asphalt joining silico-calcium ground-slag and its preparation method and application
CN111348866A (en) * 2020-03-16 2020-06-30 北华大学 Oil shale ash asphalt concrete for pavement in alpine region and preparation method thereof
WO2023231618A1 (en) * 2022-06-01 2023-12-07 重庆砼海无边科技有限公司 Method for harmless utilization of oil shale residue and retorted drilling oil residue

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2131854C1 (en) * 1998-07-06 1999-06-20 Руденский Андрей Владимирович Method of producing mineral powder for asphalt concrete mixes
CN101508541A (en) * 2009-03-13 2009-08-19 上海浦东路桥建设股份有限公司 Medium-temperature pavement ultra-fine asphalt mixture for ultra-thin layer cover
CN102731002A (en) * 2012-07-12 2012-10-17 湖南中大建设工程检测技术有限公司 Mineral powder for bituminous mixture and production method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2131854C1 (en) * 1998-07-06 1999-06-20 Руденский Андрей Владимирович Method of producing mineral powder for asphalt concrete mixes
CN101508541A (en) * 2009-03-13 2009-08-19 上海浦东路桥建设股份有限公司 Medium-temperature pavement ultra-fine asphalt mixture for ultra-thin layer cover
CN102731002A (en) * 2012-07-12 2012-10-17 湖南中大建设工程检测技术有限公司 Mineral powder for bituminous mixture and production method thereof

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
IBRAHIM ASI ET AL: "Effect of Jordanian Oil Shale Fly Ash on Asphalt Mixes", 《JOURNAL OF MATERIALS IN CIVIL ENGINEERING》 *
张凤泉等: "油页岩灰渣在道路工程中的应用研究", 《吉林建筑工程学院学报》 *
李友森等: "《轻化工业助剂实用手册 塑料、皮革、日用化工》", 30 September 2005 *
李安国等: "《渠道防渗工程技术》", 31 March 1998 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105753375A (en) * 2016-02-29 2016-07-13 河南城建学院 Asphalt mixture taking red mud as filler and preparation method thereof
CN106220044A (en) * 2016-07-19 2016-12-14 大唐国际发电股份有限公司高铝煤炭资源开发利用研发中心 A kind of mix asphalt joining silico-calcium ground-slag and its preparation method and application
CN111348866A (en) * 2020-03-16 2020-06-30 北华大学 Oil shale ash asphalt concrete for pavement in alpine region and preparation method thereof
WO2023231618A1 (en) * 2022-06-01 2023-12-07 重庆砼海无边科技有限公司 Method for harmless utilization of oil shale residue and retorted drilling oil residue

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Application publication date: 20150923