CN110342849B - Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration - Google Patents

Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration Download PDF

Info

Publication number
CN110342849B
CN110342849B CN201910728612.5A CN201910728612A CN110342849B CN 110342849 B CN110342849 B CN 110342849B CN 201910728612 A CN201910728612 A CN 201910728612A CN 110342849 B CN110342849 B CN 110342849B
Authority
CN
China
Prior art keywords
parts
asphalt
rap
resistant agent
mixture
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201910728612.5A
Other languages
Chinese (zh)
Other versions
CN110342849A (en
Inventor
王毅
孙立平
李广满
温宇宁
詹世佐
刘欣
王渴新
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
North Road Technology (Liaoning) Co.,Ltd.
Original Assignee
North Road Technology Liaoning Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by North Road Technology Liaoning Co ltd filed Critical North Road Technology Liaoning Co ltd
Priority to CN201910728612.5A priority Critical patent/CN110342849B/en
Publication of CN110342849A publication Critical patent/CN110342849A/en
Application granted granted Critical
Publication of CN110342849B publication Critical patent/CN110342849B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C43/00Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor
    • B29C43/02Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor of articles of definite length, i.e. discrete articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C43/00Compression moulding, i.e. applying external pressure to flow the moulding material; Apparatus therefor
    • B29C43/32Component parts, details or accessories; Auxiliary operations
    • B29C43/34Feeding the material to the mould or the compression means
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/16Waste materials; Refuse from building or ceramic industry
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/36Bituminous materials, e.g. tar, pitch
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0401Gullies for use in roads or pavements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention belongs to the technical field of road engineering materials, and particularly relates to a method for preparing a prefabricated drainage groove by utilizing a milling material regeneration of an asphalt pavement surface layer. The technical scheme is as follows: the paint is prepared from the following components in parts by weight: 20 to 40 parts of RAP material (0 to 5mm), 25 to 30 parts of RAP material (5 to 10mm), 15 to 25 parts of RAP material (10 to 20mm), 0.1 to 0.4 part of regenerant, 3 to 6 parts of fiber reinforcing agent, 3 to 5 parts of stabilizer, 1 to 4 parts of new asphalt, 7 to 10 parts of rubber powder, 18 to 22 parts of corrosion resistant agent, 2.5 to 3 parts of waterproof and oil resistant agent, 4.2 to 6 parts of rosin and 3 to 6 parts of inorganic nano ceramic heat insulation coating. The prefabricated water drainage tank prepared by the special processes of crushing, screening, recombination and regeneration, prefabrication, health maintenance and the like of the waste milling and planing materials is extremely compact, high in strength and durability, long in service life, and strong in oxidation resistance, low-temperature cracking resistance and corrosion (salt corrosion) resistance.

Description

Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration
Technical Field
The invention belongs to the technical field of road engineering materials, and particularly relates to a method for preparing a prefabricated drainage groove by utilizing a milling material regeneration of an asphalt pavement surface layer.
Background
In the long-term use process of the asphalt pavement, the use performance of the asphalt pavement is attenuated under the comprehensive actions of heavy traffic, climate environment and the like, so that the indexes of the functional use performance and the structural use performance of the asphalt pavement of partial road sections cannot meet the use requirements, and the asphalt pavement needs to be reconstructed and maintained again. Because of the limitation of the road surface elevation, the road surface major and medium maintenance projects mostly adopt a mode of milling the original road surface and then paving the original road surface again, so that a large amount of waste asphalt milling materials are generated.
If the waste milling material is directly discarded, not only environmental pollution is caused, but also resource waste is caused. On the contrary, after the waste materials are crushed, the additive such as new aggregate, regenerant, asphalt reducer and the like is added to produce regenerated aggregate which meets the standard requirements and meets certain performance indexes, and the regenerated aggregate is reused, so that the problems of stacking and transportation of the waste materials are solved, the environment is protected, the resources are saved, and the construction cost is reduced.
Concrete drainage grooves in road pavement drainage facilities are subjected to the effects of washing and erosion of rainwater and road snow melting agents, serious typical diseases such as salt erosion, weathering, exposed bones and fracture appear, and meanwhile, the concrete drainage grooves have the problems of high manufacturing cost, difficulty in maintenance and replacement, resource consumption and the like.
Therefore, the regeneration based on the waste asphalt pavement materials and the forming and development of the prefabricated drainage groove of the regenerated mixture are carried out, the regeneration technology is effectively combined with the construction of auxiliary facilities of pavement engineering, the application problems of high maintenance and replacement difficulty, poor corrosion resistance and durability and the like of the conventional drainage groove are solved, and simultaneously, the development of the regeneration and utilization technology of the waste materials is developed, and the research idea and direction of the regeneration and utilization technology of the waste materials are widened.
Disclosure of Invention
The invention provides a method for preparing a prefabricated water drainage tank by utilizing the regeneration of a milling material of an asphalt pavement surface layer, wherein the prefabricated water drainage tank prepared by special processes of crushing, screening, recombination regeneration, prefabrication, curing and the like of waste milling materials is extremely compact, has long service life, strong oxidation resistance, low-temperature cracking resistance and corrosion (salt corrosion) resistance, has equivalent size and is easy to install, construct and maintain at later stage; the method not only realizes the regeneration and cyclic utilization of the old materials, changes waste into valuable, saves energy and protects environment, but also obviously reduces the engineering cost of the water drainage tank, solves the application problems of large maintenance and replacement difficulty, poor corrosion resistance and durability, high cost and the like of the conventional cement concrete water drainage tank, and has considerable economic and social benefits.
The technical scheme of the invention is as follows:
a method for preparing a prefabricated drainage groove by utilizing a milling material of a bituminous pavement surface layer to regenerate comprises the following components in parts by weight: 20 to 40 parts of RAP material (0 to 5mm), 25 to 30 parts of RAP material (5 to 10mm), 15 to 25 parts of RAP material (10 to 20mm), 0.1 to 0.4 part of regenerant, 3 to 6 parts of fiber reinforcing agent, 3 to 5 parts of stabilizer, 1 to 4 parts of new asphalt, 7 to 10 parts of rubber powder, 18 to 22 parts of corrosion resistant agent, 2.5 to 3 parts of waterproof and oil resistant agent, 4.2 to 6 parts of rosin and 3 to 6 parts of inorganic nano ceramic heat insulation coating.
The method for preparing the prefabricated water drainage tank by utilizing the asphalt pavement surface milling material regeneration preferably adopts the following scheme that the RAP material is an old pavement material obtained from an asphalt pavement by adopting a milling mode, and is crushed and screened to form three specifications of aggregates, wherein the specifications are respectively as follows: 0-5mm, 5-10mm, 10-20 mm.
The method for preparing the prefabricated drainage groove by utilizing the milling material of the asphalt pavement surface layer for regeneration preferably adopts the scheme that the regenerant is RA-5 which is a product of Hubeiding Shu petrochemical company Limited.
The method for preparing the prefabricated water draining groove by utilizing the milling material of the bituminous pavement surface layer for regeneration preferably adopts the scheme that the fiber reinforcing agent is a polyacrylonitrile fiber reinforcing agent.
The method for preparing the prefabricated drainage groove by utilizing the milling material of the asphalt pavement surface layer for regeneration preferably adopts the scheme that the stabilizer is lignin fiber.
The method for preparing the prefabricated drainage groove by utilizing the pavement milling material regeneration of the asphalt pavement is characterized in that the new asphalt is road petroleum asphalt with the number of 90, the softening point of more than or equal to 45 ℃ and the penetration degree of 80-100 (0.1mm) at 25 ℃.
The method for preparing the prefabricated water drainage tank by utilizing the asphalt pavement surface milling material for regeneration preferably adopts the scheme that the corrosion resistant agent is glass scale anti-corrosion mortar.
The method for preparing the prefabricated water drainage tank by utilizing the pavement milling material regeneration of the asphalt pavement preferably adopts the scheme that the waterproof and oil-resistant agent is an organic silicon resin waterproof and oil-resistant agent.
The method for preparing the prefabricated drainage groove by utilizing the pavement milling material regeneration of the asphalt pavement preferably adopts the scheme that the inorganic nano ceramic heat-insulating coating is JRC-B02 which is a product of Zhi Ti science and technology company, and consists of an inorganic adhesive, nano zirconia VK-R30 and hollow microspheres.
The method for preparing the prefabricated drainage groove by utilizing the milling material of the asphalt pavement surface layer in a regeneration way comprises the following steps:
step one, crushing and screening waste materials of a surface layer of a milled asphalt pavement to obtain RAP materials of three specifications meeting quality requirements, wherein the specifications are as follows: 0-5mm, 5-10mm, 10-20 mm;
step two, heating the mixing equipment I to 120-130 ℃, and adding 25-30 parts of RAP material (5-10mm), 15-25 parts of RAP material (10-20mm), 0.05-0.2 part of regenerant, 1.5-2.5 parts of fiber reinforcing agent, 1.5-3 parts of stabilizer and 1-4 parts of new asphalt in the step one into the mixing equipment I according to the proportion and fully stirring for 10-12min to obtain a mixture I for later use;
step three, heating the mixing equipment II to 155-160 ℃, adding 30-40 parts of RAP material (0-5mm) in the step one, 0.05-0.3 part of regenerant, 1.5-4.5 parts of fiber reinforcing agent, 1.5-4 parts of stabilizer and 7-10 parts of rubber powder into the mixing equipment II according to a proportion, fully stirring for 5-8min, and preserving heat for 12min to ensure that the RAP material and the matrix asphalt fully melt-swell and react to obtain a mixture II for later use;
placing the first mixture and the second mixture into a vibrating machine, and adding 18-22 parts of corrosion resistant agent and 4.2-6 parts of rosin; starting a vibrating and stirring device, heating to 160-170 ℃, and vibrating and stirring for 5-7 min; when the temperature is reduced to 110 ℃, adding 2.5-3 parts of waterproof and oil-resistant agent, and vibrating and stirring for 3-5min to obtain a mixture III for later use;
placing the mixture III in a prefabricated water drainage tank machine, performing static pressure for 20-25s, and maintaining for 20-30 min;
and step six, spraying 3-6 parts of inorganic nano ceramic heat insulation coating on the cured product obtained in the step five to obtain the prefabricated water drainage tank.
Wherein:
the regenerant is preferably a special regenerant RA-5 for the product road of Hubeidingshun petrochemical company Limited, and has the main functions of: the activity of the asphalt in the waste asphalt pavement milling material is excited, the agglomerated asphalt is re-melted and dispersed, the colloid structure of the asphalt is adjusted, the brittle and hard old asphalt mixture is softened, the rheological property of the asphalt is improved, and the waste mixture recovers or approaches the original performance.
The fiber reinforcing agent is polyacrylonitrile fiber reinforcing agent, preferably Shenzhen Shenchuan Delannit company
Figure BDA0002159770610000051
The AS polyacrylonitrile fiber reinforcing agent mainly has the following functions: the crack resistance and the integral strength of the prefabricated water drainage tank are improved; improving the impermeability of the concrete: the compactness of the prefabricated water drainage groove is improved and the formation of through capillary pores is reduced or blocked by three-dimensional disorderly distribution of a plurality of polyacrylonitrile fibers in the prefabricated water drainage groove, so that the anti-permeability performance of the prefabricated water drainage groove is improved; and thirdly, the toughness of the prefabricated water drainage groove is increased, the polyacrylonitrile fiber has certain elongation and higher tensile strength, and when the prefabricated water drainage groove is pressed or damaged in a stretching mode, the fiber is stretched and deformed to absorb external stress, so that the toughness of the prefabricated water drainage groove is increased. And fourthly, the impact resistance of the prefabricated water drainage groove is improved, the added polyacrylonitrile fiber reinforcing agent can absorb external stress energy to a greater extent, and the absorption capacity of the prefabricated water drainage groove to impact energy is improved.
The stabilizer is lignin fiber, preferably the lignin fiber for the reclaimed Terley, and has the main functions of: the chemical stability and the thickening anti-cracking performance of the prefabricated water drainage tank are improved, and meanwhile, the addition of the lignin fibers can reduce the number of gaps in the prefabricated water drainage tank, namely the water content in the prefabricated water drainage tank is reduced, so that the frost resistance of the prefabricated water drainage tank is improved.
The new asphalt is road petroleum asphalt with the number of 90, the softening point of more than or equal to 45 ℃, the penetration at 25 ℃ of 80-100 (0.1mm), and the main functions are as follows: the cementing material in the regenerated mixture is supplemented, and the cementing capacity of the mixture is improved.
The rubber powder is waste tire rubber powder, preferably 100-mesh 120-mesh fine rubber powder of Shandong Zhouhihe Huayuan rubber company, and mainly has the following functions: the binding property of the cementing material in the regenerated mixture is greatly improved, the prefabricated drainage tank is compact and durable, and the high-temperature stability, low-temperature flexibility, ageing resistance, water damage resistance and the like of the prefabricated drainage tank are comprehensively improved.
The corrosion-resistant agent is preferably glass flake anticorrosive mortar produced by Hebei Jia Xin Bao chemical company, and has the main functions of: the comprehensive performances of salt corrosion resistance, weathering resistance, ultraviolet resistance and the like of the prefabricated water drainage tank are improved.
The waterproof and oil-resistant agent is an organic silicon resin waterproof and oil-resistant agent of Hubei environmental chemical Limited company, is composed of a silicon resin solution, a penetrating agent and a tackifier, and mainly has the following functions: the waterproof and oil (gasoline and diesel) erosion resistance of the prefabricated water drainage tank is improved.
The rosin is preferably rosin powder crystal for industrial products of chemical companies of Jinnsida, and has the main functions of: the high-temperature stability of the mixture of the prefabricated water drainage tank is improved, and the stiffness modulus of asphalt in the regenerated mixture is improved, so that the strength of the prefabricated water drainage tank is improved.
The inorganic nano ceramic heat-insulating coating is preferably JRC-B02 product of Zhi Ti science and technology company, and mainly has the following functions: the spraying of the inorganic nano ceramic heat-insulating coating on the surface layer of the prefabricated water drainage tank is carried out to improve the integral stability of the prefabricated water drainage tank in the high-temperature period in summer (improve the high-temperature stability) and the energy storage function of the prefabricated water drainage tank in the low-temperature period in winter (improve the low-temperature anti-cracking performance).
The invention has the beneficial effects that:
1) the asphalt pavement surface layer milling material regeneration prefabricated water drainage tank has the advantages that the raw materials are easy to obtain, the asphalt pavement surface layer milling material regeneration prefabricated water drainage tank is prefabricated through a special preparation process, excellent mechanical and road performance is achieved, and high standards and high requirements for waste material regeneration utilization technology under increasingly heavy traffic load and severe weather environment conditions are completely met.
2) The technology adopted by the invention can recycle the old pavement materials by 100 percent, changes waste into valuable, solves the problem of environmental pollution caused by a large amount of waste materials generated by the maintenance and reconstruction of the pavement, saves a large amount of sandstone materials and asphalt resources, reduces the construction cost, enables the limited construction and maintenance funds to exert the maximum efficiency, and accords with the national policy of scientific development and sustainable development, thereby having great significance.
3) Compared with the conventional concrete drainage tank and granite drainage tank, the asphalt pavement waste material regeneration prefabricated drainage tank has the advantages of low manufacturing cost (the periodic maintenance cost can be saved by more than 30%), high strength, durability, excellent salt corrosion resistance and weathering resistance, equivalent size and easy installation, construction and later maintenance.
4) The invention solves the problems of high manufacturing cost, poor salt corrosion resistance, severe weathering and oxidation, difficult maintenance and replacement, resource consumption and the like of the conventional cement concrete and granite drainage tank for the highway and the urban road, and greatly improves the road performance and the construction workability of the drainage tank. Meanwhile, the method opens up a river and widens the research thought and direction of the old material recycling technology.
Detailed Description
Example 1
A method for preparing a prefabricated drainage groove by utilizing a milling material of a bituminous pavement surface layer to regenerate comprises the following components in parts by weight: 20 parts of RAP material (0-5mm), 25 parts of RAP material (5-10mm), 17 parts of RAP material (10-20mm) and a regenerant: 0.37 part of fiber reinforcing agent: 5 parts of a stabilizer: 4 parts of new asphalt: 2 parts of rubber powder, 7.8 parts of corrosion resistant agent: 18 parts of water-proof and oil-resistant agent: 2.5 parts of rosin: 4.6 parts of inorganic nano ceramic heat-insulating coating: 4.5 parts. The regenerant is RA-5 which is a special regenerant for the product road of Hubeidingshun petrochemical company Limited. The fiber reinforcing agent is Shenzhen Hichuan Delandmate company
Figure BDA0002159770610000071
AS polyacrylonitrile fiber reinforcing agent. The stabilizer is lignin fiber for crofton. The new asphalt is road petroleum asphalt with the number of 90, the producing area is Liaohe, the softening point is more than or equal to 45 ℃, and the penetration at 25 ℃ is 80-100 (0.1 mm). The rubber powder is 120-mesh fine rubber powder of Shandong Zhongping Huayuan rubber company. The corrosion resistant agent is HebeiThe product of Jia jin Xin chemical company is glass flake anticorrosive daub. The waterproof and oil-resistant agent is an organic silicon resin waterproof and oil-resistant agent in the environment chemical industry. The rosin is selected from rosin powder crystal for industrial products of chemical company Jinan Xundali. The inorganic nano ceramic heat-insulating coating is a product JRC-B02 of Zhi Ti science and technology company, and consists of an inorganic adhesive, nano zirconia VK-R30 and hollow microspheres.
The method specifically comprises the following steps:
step one, crushing and screening waste materials of a surface layer of a milled asphalt pavement to obtain RAP materials of three specifications meeting quality requirements, wherein the specifications are as follows: 0-5mm, 5-10mm, 10-20 mm;
step two, heating the mixing equipment I to 120-130 ℃, and adding 25 parts of RAP material (5-10mm), 17 parts of RAP material (10-20mm), 0.17 part of regenerant, 2 parts of fiber reinforcing agent, 1.8 parts of stabilizer and 2 parts of new asphalt in the mixing equipment I according to the proportion and fully stirring for 10-12min to obtain a mixture I for later use;
step three, heating the mixing equipment II to 155-160 ℃, adding 20 parts of RAP material (0-5mm) in the step one, 0.2 part of regenerant, 3 parts of fiber reinforcing agent, 2.2 parts of stabilizer and 7.8 parts of rubber powder into the mixing equipment II according to a proportion, fully stirring for 5-8min, and preserving heat for 12min to ensure that the RAP material and the matrix asphalt fully melt and swell and react to obtain a mixture II for later use;
placing the mixture I and the mixture II in a vibrating machine, and adding 18 parts of corrosion resistant agent and 4.8 parts of rosin; starting a vibrating and stirring device, heating to 160-170 ℃, and vibrating and stirring for 5-7 min; when the temperature is reduced to 110 ℃, adding 2.5 parts of waterproof and oil-resistant agent, and vibrating and stirring for 3-5min to obtain a mixture III for later use;
placing the mixture III in a prefabricated water drainage tank machine, performing static pressure for 20-25s, and maintaining for 20-30 min;
and step six, spraying 4.5 parts of inorganic nano ceramic heat insulation coating on the cured product in the step five to obtain the prefabricated water drainage tank.
Example 2
The difference from the embodiment 1 is that the components by weight are as follows: RAP material (0-5 mm): 28 parts of RAP material (5-10 mm): 27 parts of RAP material (10-20 mm): 21 parts of a regenerant: 0.4 part of fiber reinforcing agent: 5.8 parts of stabilizer: 4.7 parts of new asphalt: 2.7 parts of fine rubber powder (120 meshes): 8.4 parts of corrosion resistant agent: 20 parts of water-proof and oil-resistant agent: 2.7 parts of rosin powder crystal: 5.2 parts of inorganic nano ceramic heat-insulating coating: 5.0 parts. The distribution ratio is as follows: in the second step, 0.2 part of regenerant, 2.3 parts of fiber reinforcing agent and 2.1 parts of stabilizer; in the third step, 0.2 part of regenerant, 3.5 parts of fiber reinforcing agent and 2.6 parts of stabilizer.
Example 3
The difference from the embodiment 1 is that the components by weight are as follows: RAP material (0-5 mm): 37 parts of RAP material (5-10 mm): 30 parts of RAP material (10-20 mm): 24 parts of a regenerant: 0.4 part of fiber reinforcing agent: 6 parts of a stabilizer: 5 parts of new asphalt: 3.3 parts of fine rubber powder (120 meshes): 9.1 parts of corrosion resistant agent: 22 parts of water-proof and oil-resistant agent: 2.9 parts of rosin powder crystal: 5.6 parts of inorganic nano ceramic heat-insulating coating: 5.8 parts. The distribution ratio is as follows: in the second step, 0.2 part of regenerant, 2.4 parts of fiber reinforcing agent and 2.3 parts of stabilizer; in the third step, 0.2 part of regenerant, 3.6 parts of fiber reinforcing agent and 2.7 parts of stabilizer.
Examples 1-3 the results of testing the performance of the asphalt pavement surface milling material recycled precast drainage channel are shown in table 1:
TABLE 1
Figure BDA0002159770610000091
Figure BDA0002159770610000101
Comparative example
And selecting a cement concrete drainage tank commonly used in road engineering. The results of the performance measurements are shown in table 2:
TABLE 2
Figure BDA0002159770610000102
As can be seen from tables 1-2, the performance of the asphalt pavement surface milling material regeneration prefabricated drainage groove prepared according to embodiments 1-3 of the invention can meet the technical requirements of technical Specification for asphalt pavement construction for highways (JTG F40) issued by the department of transportation of the people's republic of China, and each performance index is better than the performance of the conventional cement concrete drainage groove. Meanwhile, the asphalt pavement surface milling material regeneration prefabricated water drainage tank is extremely compact, high in strength and durability, strong in oxidation resistance, low-temperature cracking resistance and corrosion (salt corrosion) resistance, the high-temperature and low-temperature performance and durability of the water drainage tank are greatly improved, and the production and use cost is obviously reduced.
The present invention is not limited to the above-described examples, and the embodiments of the present invention are described in the above-described examples and the description, but various modifications and changes may be made without departing from the spirit and scope of the present invention, and these modifications and changes fall within the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (4)

1. The method for preparing the prefabricated drainage groove by utilizing the pavement milling and planing material regeneration of the asphalt pavement is characterized by comprising the following components in parts by weight: 28 parts of 0-5mm RAP material, 27 parts of 5-10mm RAP material, 21 parts of 10-20mm RAP material, 0.4 part of regenerant, 5.8 parts of fiber reinforcing agent, 4.7 parts of stabilizer, 2.7 parts of new asphalt, 8.4 parts of rubber powder, 20 parts of corrosion resistant agent, 2.7 parts of waterproof and oil resistant agent, 5.2 parts of rosin and 5.0 parts of inorganic nano ceramic heat insulation coating; the new asphalt is road petroleum asphalt with the number of 90, the softening point of more than or equal to 45 ℃, and the penetration at 25 ℃ of 80-100 (0.1 mm); the stabilizer is lignin fiber; the corrosion-resistant agent is glass flake corrosion-resistant daub, the waterproof oil-resistant agent is organic silicon resin waterproof oil-resistant agent, and the inorganic nano ceramic heat-insulating coating is JRC-B02 which is a product of Zhi Ti science and technology company and consists of inorganic adhesive, nano zirconia VK-R30 and hollow microspheres; the rubber powder adopts 100-mesh 120-mesh fine rubber powder of Shandong Zhonghuayuan rubber company; the RAP material is an old pavement material obtained from an asphalt pavement in a milling mode, and is formed into aggregates with three specifications through crushing and screening, wherein the specifications are as follows: 0-5mm, 5-10mm, 10-20 mm;
the method specifically comprises the following steps:
step one, crushing and screening waste materials of a surface layer of a milled asphalt pavement to obtain RAP materials of three specifications meeting quality requirements, wherein the specifications are as follows: 0-5mm, 5-10mm, 10-20 mm;
step two, heating the mixing equipment I to 120-130 ℃, and adding 27 parts of the RAP material with the diameter of 5-10mm, 21 parts of the RAP material with the diameter of 10-20mm, 0.2 part of a regenerant, 2.3 parts of a fiber reinforcing agent, 2.1 parts of a stabilizer and 2.7 parts of new asphalt in the mixing equipment I according to the proportion, and fully stirring for 10-12min to obtain a mixture I for later use;
step three, heating the mixing equipment II to 155-160 ℃, adding 28 parts of the 0-5mm RAP material, 0.2 part of a regenerant, 3.5 parts of a fiber reinforcing agent, 2.6 parts of a stabilizer and 8.4 parts of rubber powder into the mixing equipment II together according to a proportion, fully stirring for 5-8min, and preserving heat for 12min to ensure that the RAP material and the matrix asphalt fully melt and swell and react to obtain a mixture II for later use;
placing the mixture I and the mixture II in a vibrating machine, and adding 20 parts of corrosion resistant agent and 5.2 parts of rosin; starting a vibrating and stirring device, heating to 160-170 ℃, and vibrating and stirring for 5-7 min; when the temperature is reduced to 110 ℃, adding 2.7 parts of waterproof and oil-resistant agent, and vibrating and stirring for 3-5min to obtain a mixture III for later use;
placing the mixture III in a prefabricated water drainage tank machine, performing static pressure for 20-25s, and maintaining for 20-30 min;
and step six, spraying 5.0 parts of inorganic nano ceramic heat insulation coating on the cured product in the step five to obtain the prefabricated water drainage tank.
2. The method for preparing the prefabricated drainage groove by utilizing the pavement milling and planing material regeneration of the asphalt pavement is characterized by comprising the following components in parts by weight: 37 parts of 0-5mm RAP material, 30 parts of 5-10mm RAP material, 24 parts of 10-20mm RAP material, 0.4 part of regenerant, 6 parts of fiber reinforcing agent, 5 parts of stabilizer, 3.3 parts of new asphalt, 9.1 parts of rubber powder, 22 parts of corrosion inhibitor, 2.9 parts of waterproof and oil-resistant agent, 5.6 parts of rosin and 5.8 parts of inorganic nano ceramic heat-insulating coating; the new asphalt is road petroleum asphalt with the number of 90, the softening point of more than or equal to 45 ℃, and the penetration at 25 ℃ of 80-100 (0.1 mm); the stabilizer is lignin fiber; the corrosion-resistant agent is glass flake corrosion-resistant daub, the waterproof oil-resistant agent is organic silicon resin waterproof oil-resistant agent, and the inorganic nano ceramic heat-insulating coating is JRC-B02 which is a product of Zhi Ti science and technology company and consists of inorganic adhesive, nano zirconia VK-R30 and hollow microspheres; the rubber powder adopts 100-mesh 120-mesh fine rubber powder of Shandong Zhonghuayuan rubber company; the RAP material is an old pavement material obtained from an asphalt pavement in a milling mode, and is formed into aggregates with three specifications through crushing and screening, wherein the specifications are as follows: 0-5mm, 5-10mm, 10-20 mm;
the method specifically comprises the following steps:
step one, crushing and screening waste materials of a surface layer of a milled asphalt pavement to obtain RAP materials of three specifications meeting quality requirements, wherein the specifications are as follows: 0-5mm, 5-10mm, 10-20 mm;
step two, heating the mixing equipment I to 120-130 ℃, and adding 30 parts of the RAP material with the diameter of 5-10mm, 24 parts of the RAP material with the diameter of 10-20mm, 0.2 part of a regenerant, 2.4 parts of a fiber reinforcing agent, 2.3 parts of a stabilizer and 3.3 parts of new asphalt in the mixing equipment I according to the proportion, and fully stirring for 10-12min to obtain a mixture I for later use;
step three, heating the mixing equipment II to 155-160 ℃, adding 37 parts of the 0-5mm RAP material, 0.2 part of a regenerant, 3.6 parts of a fiber reinforcing agent, 2.7 parts of a stabilizer and 9.1 parts of rubber powder into the mixing equipment II together according to a proportion, fully stirring for 5-8min, and preserving heat for 12min to ensure that the RAP material and the matrix asphalt fully melt and swell and react to obtain a mixture II for later use;
placing the mixture I and the mixture II in a vibrating machine, and adding 22 parts of corrosion resistant agent and 5.6 parts of rosin; starting a vibrating and stirring device, heating to 160-170 ℃, and vibrating and stirring for 5-7 min; when the temperature is reduced to 110 ℃, adding 2.9 parts of waterproof and oil-resistant agent, and vibrating and stirring for 3-5min to obtain a mixture III for later use;
placing the mixture III in a prefabricated water drainage tank machine, performing static pressure for 20-25s, and maintaining for 20-30 min;
and step six, spraying 5.8 parts of inorganic nano ceramic heat insulation coating on the cured product obtained in the step five to obtain the prefabricated water drainage tank.
3. The method for preparing the prefabricated drainage groove by using the milled material of the asphalt pavement surface layer for regeneration as claimed in claim 1, wherein the regenerant is a product RA-5 of Hubeiding petrochemical company Limited.
4. The method for preparing the prefabricated drain tank by using the milled material of the bituminous pavement surface course to regenerate, according to claim 1, wherein the fiber reinforcing agent is polyacrylonitrile fiber reinforcing agent.
CN201910728612.5A 2019-08-08 2019-08-08 Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration Active CN110342849B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910728612.5A CN110342849B (en) 2019-08-08 2019-08-08 Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910728612.5A CN110342849B (en) 2019-08-08 2019-08-08 Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration

Publications (2)

Publication Number Publication Date
CN110342849A CN110342849A (en) 2019-10-18
CN110342849B true CN110342849B (en) 2022-01-14

Family

ID=68184284

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910728612.5A Active CN110342849B (en) 2019-08-08 2019-08-08 Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration

Country Status (1)

Country Link
CN (1) CN110342849B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052361A (en) * 2007-08-29 2009-03-12 Green Arm Co Ltd Method of continuously regenerating asphalt mixture layer of pavement on road and self-traveling vehicle system therefor
CN104926233A (en) * 2015-06-04 2015-09-23 招商局重庆交通科研设计院有限公司 High-RAP-content asphalt mixture formula and preparation method
CN106746926A (en) * 2016-12-13 2017-05-31 江苏天诺道路材料科技有限公司 Separate type plantmix warms the preparation method of reclaimed asphalt mixture
CN109722045A (en) * 2018-12-31 2019-05-07 山西省交通科学研究院 A kind of prefabricated assembly structural and its preparation process based on waste asphalt milling material

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106752139B (en) * 2016-12-13 2019-02-05 无锡市明江保温材料有限公司 A kind of heat power equipment and pipeline nano-thermal-insulating coating and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052361A (en) * 2007-08-29 2009-03-12 Green Arm Co Ltd Method of continuously regenerating asphalt mixture layer of pavement on road and self-traveling vehicle system therefor
CN104926233A (en) * 2015-06-04 2015-09-23 招商局重庆交通科研设计院有限公司 High-RAP-content asphalt mixture formula and preparation method
CN106746926A (en) * 2016-12-13 2017-05-31 江苏天诺道路材料科技有限公司 Separate type plantmix warms the preparation method of reclaimed asphalt mixture
CN109722045A (en) * 2018-12-31 2019-05-07 山西省交通科学研究院 A kind of prefabricated assembly structural and its preparation process based on waste asphalt milling material

Also Published As

Publication number Publication date
CN110342849A (en) 2019-10-18

Similar Documents

Publication Publication Date Title
Li et al. Recent applications and developments of Polyurethane materials in pavement engineering
CN110372262B (en) Method for preparing prefabricated kerbstone by utilizing pavement milling and planing material regeneration of asphalt pavement
US8337117B2 (en) Method and composition for road construction and surfacing
CN102174267B (en) Asphalt cold recycling agent and preparation method thereof
CN103288392B (en) Fiber-toughened cement-emulsified asphalt-based mixture and preparation method thereof
CN102557555A (en) Mineral fiber-modified flexible rubber concrete
CN103964747B (en) A kind of weather-proof quick-drying road surface breakage patching material and preparation method thereof
CN109627686B (en) Thin-layer paving material suitable for wet road bridge deck and preparation method thereof
CN101698589A (en) Novel patching material
Kamal et al. Materials and technologies in road pavements-an overview
CN101781875A (en) FRP-bituminous concrete and FRP-epoxy gravel paving steel bridge deck new construction
CN106904870A (en) A kind of natural fiber reinforced epoxy base concrete and preparation method and application
CN112430008A (en) Steel slag stress absorbing layer material and preparation method thereof
CN114180896B (en) Cement stabilized macadam base composition and preparation and construction process thereof
CN112430012A (en) Basalt composite fiber and asphalt mixture containing basalt composite fiber
CN110436827B (en) Method for preparing prefabricated pedestrian pavement brick by utilizing pavement milling and planing material regeneration of asphalt pavement
CN110342849B (en) Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration
CN112553994A (en) Composite pavement road with asphalt layer coated on sisal fiber cement-based composite material
CN112500090A (en) Anti-cracking and anti-seepage steel slag pavement base mixture and preparation method thereof
CN110436826B (en) Method for preparing prefabricated drainage ditch by utilizing asphalt pavement surface layer milling material regeneration
CN110451851B (en) Method for preparing prefabricated side slope hexagonal protection block by using asphalt pavement surface layer milling material for regeneration
CN101767958A (en) High-performance light-weight epoxy asphalt concrete and preparation method thereof
CN214831604U (en) Sisal fiber ECC (error correction code) coated asphalt layer composite pavement
CN107793071A (en) A kind of cement concrete bridge deck is with ultra-thin durability antiskid wearing layer asphalt
CN114988788A (en) Material for repairing pits of asphalt pavement and preparation method thereof

Legal Events

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

Effective date of registration: 20211221

Address after: Room 606, No. 39-1, Chuangxin Second Road, Shenyang area, Shenyang pilot Free Trade Zone, Liaoning Province

Applicant after: North Road Technology (Liaoning) Co.,Ltd.

Address before: 110101 No. 7, Guanming street, Bayi sub district office, Sujiatun District, Shenyang City, Liaoning Province

Applicant before: LIAONING NEW DEVELOPMENT ROAD TECHNOLOGY MAINTENANCE Co.,Ltd.

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant