CN108316084B - Asphalt pavement pit repairing process - Google Patents

Asphalt pavement pit repairing process Download PDF

Info

Publication number
CN108316084B
CN108316084B CN201810152390.2A CN201810152390A CN108316084B CN 108316084 B CN108316084 B CN 108316084B CN 201810152390 A CN201810152390 A CN 201810152390A CN 108316084 B CN108316084 B CN 108316084B
Authority
CN
China
Prior art keywords
parts
sealant
pit
precast block
concrete precast
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
CN201810152390.2A
Other languages
Chinese (zh)
Other versions
CN108316084A (en
Inventor
练仕菊
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.)
Shandong Hi Speed Maintenance Group Co Ltd
Original Assignee
Shandong Gaosu Load And Bridge Maintenance 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 Shandong Gaosu Load And Bridge Maintenance Co ltd filed Critical Shandong Gaosu Load And Bridge Maintenance Co ltd
Priority to CN201810152390.2A priority Critical patent/CN108316084B/en
Publication of CN108316084A publication Critical patent/CN108316084A/en
Application granted granted Critical
Publication of CN108316084B publication Critical patent/CN108316084B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/187Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J11/00Features of adhesives not provided for in group C09J9/00, e.g. additives
    • C09J11/02Non-macromolecular additives
    • C09J11/04Non-macromolecular additives inorganic
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J11/00Features of adhesives not provided for in group C09J9/00, e.g. additives
    • C09J11/02Non-macromolecular additives
    • C09J11/06Non-macromolecular additives organic
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J183/00Adhesives based on macromolecular compounds obtained by reactions forming in the main chain of the macromolecule a linkage containing silicon, with or without sulfur, nitrogen, oxygen, or carbon only; Adhesives based on derivatives of such polymers
    • C09J183/04Polysiloxanes
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/18Oxygen-containing compounds, e.g. metal carbonyls
    • C08K3/20Oxides; Hydroxides
    • C08K3/22Oxides; Hydroxides of metals
    • C08K2003/2206Oxides; Hydroxides of metals of calcium, strontium or barium
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/18Oxygen-containing compounds, e.g. metal carbonyls
    • C08K3/20Oxides; Hydroxides
    • C08K3/22Oxides; Hydroxides of metals
    • C08K2003/2262Oxides; Hydroxides of metals of manganese
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/18Oxygen-containing compounds, e.g. metal carbonyls
    • C08K3/20Oxides; Hydroxides
    • C08K3/22Oxides; Hydroxides of metals
    • C08K2003/2296Oxides; Hydroxides of metals of zinc
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/32Phosphorus-containing compounds
    • C08K2003/329Phosphorus containing acids
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/03Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C08L2205/035Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend

Landscapes

  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Road Repair (AREA)

Abstract

The invention provides a bituminous pavement pit repairing process, which sequentially comprises the procedures of pit groove forming, pit groove cleaning, pit groove bottom surface treatment and concrete precast block pasting, wherein the concrete precast block adhesive-sealant is smeared on the bottom surface of the pit groove and the periphery of the side surface of the cut original pavement, the sealant is smeared on the bottom and the periphery of the side surface of the concrete precast block, and the concrete precast block is pasted with the bottom surface of the pit groove and the surface of the cut original pavement and the side surface, so that the process can be completed; the sealant is prepared from room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin, soybean lecithin, dibutyl phthalate, white carbon black, manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide, an anti-aging agent, polyphosphoric acid and sodium dodecyl sulfate. According to the invention, polyphosphoric acid is added into the sealant, so that the polarity and cohesion of molecules are increased, and the physical and mechanical properties of the sealant are enhanced.

Description

Asphalt pavement pit repairing process
Technical Field
The invention belongs to the technical field of asphalt pavement maintenance, and particularly relates to a process for repairing pits of an asphalt pavement.
Background
The road maintenance is important content for keeping road conditions intact, prolonging the service life of roads, giving play to social and economic benefits of the roads and providing good service for economic construction. In the whole highway maintenance work, the pavement maintenance is the central link of the highway maintenance work. Asphalt pavement is the main structural form of Chinese highway and urban road pavement. Along with the increase of road traffic mileage and the extension of service life, the highway maintenance workload will be larger and larger, and the required maintenance fund will be larger and larger. In order to adapt to uninterrupted, rapid, comfortable and safe traffic, the pavement maintenance quality must be improved, so that the service level of the pavement is effectively ensured. Among various damage forms of asphalt pavements, cracks and pits have the largest proportion and are most common. The crack breakage belongs to the structural damage of the asphalt pavement, and the durability of the asphalt pavement is influenced more. The damage of the pit belongs to the functional damage of the asphalt pavement, and the service performance of the asphalt pavement is influenced.
The pit repairing mainly aims at repairing and strengthening the defects of pit, local net crack, cracking and the like, and can also repair the defects of local subsidence, hugging, sliding crack and the like. The asphalt concrete prefabricated block repairing method is a newly developed pit repairing method, and is characterized by that the mineral mixture with good gradation and viscous asphalt are heated and mixed by using special equipment, then the mixed loose mixture is placed in steel mould, and compacted into slab repairing material with a certain firmness and size specification by using press machine. When repairing damaged pits, lofting, grooving and bottom layer reinforcement leveling must be carried out according to the multiple of the size specification of the asphalt concrete precast block, and then the precast block is flatly laid in the pits. The repairing method is simple and is not limited by seasons. However, joints between precast blocks and joints between the precast blocks and the edges of the pit need to be sealed by joint compound, and the sealant has good adhesiveness, high elasticity, aging resistance, convenient construction and the like.
Disclosure of Invention
The technical problem to be solved is as follows: in order to solve the problem that the physical and mechanical properties and the aging resistance of the sealant adopted in the existing asphalt pavement pit repairing process are poor, polyphosphoric acid is added into the sealant to adjust the interaction force among macromolecules in the sealant, so that the polarity and the cohesion of molecules are increased, and the physical and mechanical properties of the sealant are enhanced.
The technical scheme is as follows: a process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the sealant is prepared from room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin, soybean lecithin, dibutyl phthalate, white carbon black, manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide, an anti-aging agent, polyphosphoric acid and sodium dodecyl sulfate.
Further, the sealant comprises the following raw materials in parts by weight: 15-20 parts of room temperature vulcanized silicone rubber, 10-15 parts of liquid polysulfide rubber, 5-8 parts of ethylene-vinyl acetate resin, 1-2 parts of soybean lecithin, 1.2-3.5 parts of dibutyl phthalate, 1.2-2.8 parts of white carbon black, 0.8-1.6 parts of manganese dioxide, 1.4-2.2 parts of sodium stearate, 0.8-1.7 parts of octyl polyoxyethylene ether, 0.4-0.9 part of calcium chloride, 1-2 parts of zinc oxide, 1-2 parts of an anti-aging agent, 3-7 parts of polyphosphoric acid and 2-6 parts of sodium dodecyl sulfate.
Further, the room temperature vulcanized silicone rubber is methyl vinyl silicone rubber.
Further, the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
The preparation method of the sealant for repairing the pits of the asphalt pavement comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding polyphosphoric acid and sodium dodecyl sulfate while stirring, continuously stirring for 0.5-1h, and cooling to room temperature to obtain the compound.
Further, the mixing conditions in step 1 are 3000-4000rpm for 10-20 min.
Further, the mixing conditions in step 2 were 2000-3000rpm for 10-20 min.
Further, the stirring speed in step 3 was 1500-.
Further, the cooling process in step 3 is performed in a carbon dioxide atmosphere.
Has the advantages that: the repair process is not limited by seasons, has good sealing effect in the construction process, and can be full, smooth, neat and attractive; the small mechanical construction and the manual construction are convenient; the traffic can be opened after 1 hour of construction; after one year observation after construction, the effect is better, and no cracking or degumming phenomenon exists.
Detailed Description
Example 1
A process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the sealant is prepared from 17 parts of room-temperature vulcanized silicone rubber, 11 parts of liquid polysulfide rubber, 6 parts of ethylene-vinyl acetate resin, 1.3 parts of soybean lecithin, 1.8 parts of dibutyl phthalate, 1.7 parts of white carbon black, 0.9 part of manganese dioxide, 1.7 parts of sodium stearate, 1.1 parts of octyl polyoxyethylene ether, 0.6 part of calcium chloride, 1.4 parts of zinc oxide, 1.3 parts of anti-aging agent, 5 parts of polyphosphoric acid and 4 parts of sodium dodecyl sulfate.
The room temperature vulcanized silicone rubber is methyl vinyl silicone rubber, and the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
The preparation method of the sealant for repairing the pits of the asphalt pavement comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding polyphosphoric acid and sodium dodecyl sulfate while stirring, continuously stirring for 0.5-1h, and cooling to room temperature to obtain the compound.
Wherein, the mixing condition in the step 1 is 3000rpm and 20 min; the mixing conditions in the step 2 are 2000rpm and 20 min; in step 3, the stirring speed is 1500rpm, and the cooling process is carried out in a carbon dioxide atmosphere.
Example 2
A process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the sealant is prepared from 18 parts of room-temperature vulcanized silicone rubber, 14 parts of liquid polysulfide rubber, 7 parts of ethylene-vinyl acetate resin, 1.6 parts of soybean lecithin, 2.1 parts of dibutyl phthalate, 1.9 parts of white carbon black, 1.4 parts of manganese dioxide, 1.9 parts of sodium stearate, 1.4 parts of octyl polyoxyethylene ether, 0.7 part of calcium chloride, 1.5 parts of zinc oxide, 1.7 parts of an anti-aging agent, 4 parts of polyphosphoric acid and 5 parts of sodium dodecyl sulfate.
The room temperature vulcanized silicone rubber is methyl vinyl silicone rubber, and the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
The preparation method of the sealant for repairing the pits of the asphalt pavement comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding polyphosphoric acid and sodium dodecyl sulfate while stirring, continuously stirring for 0.5-1h, and cooling to room temperature to obtain the compound.
Wherein, the mixing condition in the step 1 is 3000rpm and 20 min; the mixing conditions in the step 2 are 2000rpm and 20 min; in step 3, the stirring speed is 1500rpm, and the cooling process is carried out in a carbon dioxide atmosphere.
Example 3
A process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the sealant is prepared from 16 parts of room-temperature vulcanized silicone rubber, 14 parts of liquid polysulfide rubber, 6 parts of ethylene-vinyl acetate resin, 1.7 parts of soybean lecithin, 3.1 parts of dibutyl phthalate, 2.4 parts of white carbon black, 1.3 parts of manganese dioxide, 1.9 parts of sodium stearate, 1.5 parts of octyl polyoxyethylene ether, 0.7 part of calcium chloride, 1.6 parts of zinc oxide, 1.3 parts of an anti-aging agent, 5 parts of polyphosphoric acid and 4 parts of sodium dodecyl sulfate.
The room temperature vulcanized silicone rubber is methyl vinyl silicone rubber, and the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
The preparation method of the sealant for repairing the pits of the asphalt pavement comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding polyphosphoric acid and sodium dodecyl sulfate while stirring, continuously stirring for 0.5-1h, and cooling to room temperature to obtain the compound.
Wherein, the mixing condition in the step 1 is 3000rpm and 20 min; the mixing conditions in the step 2 are 2000rpm and 20 min; in step 3, the stirring speed is 1500rpm, and the cooling process is carried out in a carbon dioxide atmosphere.
Example 4
A process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the sealant is prepared from 20 parts of room-temperature vulcanized silicone rubber, 15 parts of liquid polysulfide rubber, 8 parts of ethylene-vinyl acetate resin, 2 parts of soybean lecithin, 3.5 parts of dibutyl phthalate, 2.8 parts of white carbon black, 1.6 parts of manganese dioxide, 2.2 parts of sodium stearate, 1.7 parts of octyl polyoxyethylene ether, 0.9 part of calcium chloride, 2 parts of zinc oxide, 2 parts of an anti-aging agent, 7 parts of polyphosphoric acid and 6 parts of sodium dodecyl sulfate.
The room temperature vulcanized silicone rubber is methyl vinyl silicone rubber, and the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
The preparation method of the sealant for repairing the pits of the asphalt pavement comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding polyphosphoric acid and sodium dodecyl sulfate while stirring, continuously stirring for 0.5-1h, and cooling to room temperature to obtain the compound.
Wherein, the mixing conditions in the step 1 are 4000rpm and 10 min; in the step 2, the mixing condition is 3000rpm and 10 min; in step 3, the stirring speed was 200rpm, and the cooling process was carried out in a carbon dioxide atmosphere.
Example 5
This example differs from example 3 in that: polyphosphoric acid is not added to the sealant.
A process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the sealant is prepared from 16 parts of room-temperature vulcanized silicone rubber, 14 parts of liquid polysulfide rubber, 6 parts of ethylene-vinyl acetate resin, 1.7 parts of soybean lecithin, 3.1 parts of dibutyl phthalate, 2.4 parts of white carbon black, 1.3 parts of manganese dioxide, 1.9 parts of sodium stearate, 1.5 parts of octyl polyoxyethylene ether, 0.7 part of calcium chloride, 1.6 parts of zinc oxide, 1.3 parts of an anti-aging agent and 4 parts of sodium dodecyl sulfate.
The room temperature vulcanized silicone rubber is methyl vinyl silicone rubber, and the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
The preparation method of the sealant for repairing the pits of the asphalt pavement comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding the sodium dodecyl sulfate while stirring, continuing stirring for 0.5-1h, and cooling to room temperature to obtain the sodium dodecyl sulfate.
Wherein, the mixing condition in the step 1 is 3000rpm and 20 min; the mixing conditions in the step 2 are 2000rpm and 20 min; in step 3, the stirring speed is 1500rpm, and the cooling process is carried out in a carbon dioxide atmosphere.
The performance tests carried out on the sealants used in examples 1 to 5 according to the national standard gave the following results:
Figure DEST_PATH_IMAGE002
as can be seen from the above table, the sealant adopted in the repairing process of the invention has excellent physical and mechanical properties, and good high temperature aging resistance and storage stability; the construction is not limited by seasons, the sealing effect is better in the construction process, and the filling, smoothing, tidying and attractive effects can be achieved; the small mechanical construction and the manual construction are convenient; the traffic can be opened after 1 hour of construction; after one year observation after construction, the effect is better, and no cracking or degumming phenomenon exists.
In example 5, the tensile strength, hardness and shear strength of the sealant are all reduced but the elongation at break is increased because polyphosphoric acid is not added, which probably can adjust the interaction force among macromolecules in the sealant, increase the polarity and cohesion of molecules and enhance the physical and mechanical properties of the sealant.

Claims (9)

1. A process for repairing pits of an asphalt pavement comprises the following steps:
step 1, forming a pit groove, and forming a groove at a damaged part according to a 'round hole square supplement' principle;
step 2, cleaning the pit slot;
step 3, selecting the size of the concrete precast block;
step 4, treating the bottom surface of the pit, putting cushion stones and sealant into the pit, mixing and flattening;
step 5, sticking the concrete precast block, smearing concrete precast block adhesive-sealant on the bottom surface of the pit slot and around the cut side surface of the original pavement, smearing sealant on the bottom and around the side surface of the concrete precast block, and sticking the concrete precast block with the bottom surface of the pit slot and the cut original pavement and side surface;
the method is characterized in that: the sealant is prepared from room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin, soybean lecithin, dibutyl phthalate, white carbon black, manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide, an anti-aging agent, polyphosphoric acid and sodium dodecyl sulfate.
2. The asphalt pavement pit repairing process according to claim 1, characterized in that: the sealant comprises the following raw materials in parts by weight: 15-20 parts of room temperature vulcanized silicone rubber, 10-15 parts of liquid polysulfide rubber, 5-8 parts of ethylene-vinyl acetate resin, 1-2 parts of soybean lecithin, 1.2-3.5 parts of dibutyl phthalate, 1.2-2.8 parts of white carbon black, 0.8-1.6 parts of manganese dioxide, 1.4-2.2 parts of sodium stearate, 0.8-1.7 parts of octyl polyoxyethylene ether, 0.4-0.9 part of calcium chloride, 1-2 parts of zinc oxide, 1-2 parts of an anti-aging agent, 3-7 parts of polyphosphoric acid and 2-6 parts of sodium dodecyl sulfate.
3. The asphalt pavement pit repairing process according to claim 2, characterized in that: the room temperature vulcanized silicone rubber is methyl vinyl silicone rubber.
4. The asphalt pavement pit repairing process according to claim 2, characterized in that: the anti-aging agent is N-N' -diphenyl-p-phenylenediamine.
5. The asphalt pavement pit repairing process according to claim 1, characterized in that: the preparation method of the sealant comprises the following steps:
step 1, mixing room-temperature vulcanized silicone rubber, liquid polysulfide rubber, ethylene-vinyl acetate resin and soybean lecithin, reacting for 1-1.5h at 80-95 ℃, cooling, adding dibutyl phthalate and white carbon black, and grinding to obtain a mixture A;
step 2, mixing manganese dioxide, sodium stearate, octyl polyoxyethylene ether, calcium chloride, zinc oxide and an anti-aging agent, and grinding to obtain a mixture B;
and 3, mixing the mixture A and the mixture B, heating to 175-185 ℃, adding polyphosphoric acid and sodium dodecyl sulfate while stirring, continuously stirring for 0.5-1h, and cooling to room temperature to obtain the compound.
6. The asphalt pavement pit repairing process according to claim 5, characterized in that: the mixing conditions in step 1 are 3000-.
7. The asphalt pavement pit repairing process according to claim 5, characterized in that: the mixing conditions in step 2 are 2000-3000rpm for 10-20 min.
8. The asphalt pavement pit repairing process according to claim 5, characterized in that: the stirring speed in step 3 was 1500-.
9. The asphalt pavement pit repairing process according to claim 5, characterized in that: the cooling process in step 3 is carried out in a carbon dioxide atmosphere.
CN201810152390.2A 2018-02-14 2018-02-14 Asphalt pavement pit repairing process Active CN108316084B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810152390.2A CN108316084B (en) 2018-02-14 2018-02-14 Asphalt pavement pit repairing process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810152390.2A CN108316084B (en) 2018-02-14 2018-02-14 Asphalt pavement pit repairing process

Publications (2)

Publication Number Publication Date
CN108316084A CN108316084A (en) 2018-07-24
CN108316084B true CN108316084B (en) 2020-07-10

Family

ID=62899854

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810152390.2A Active CN108316084B (en) 2018-02-14 2018-02-14 Asphalt pavement pit repairing process

Country Status (1)

Country Link
CN (1) CN108316084B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318328A (en) * 2019-06-26 2019-10-11 中国路桥工程有限责任公司 A kind of bituminous pavement fast repairing method
CN111809533A (en) * 2020-07-09 2020-10-23 常德市城市桥梁管理处 Concrete bridge asphalt pavement pit hole repairing method
CN114875761A (en) * 2022-05-24 2022-08-09 浙江嘉湖生态建设有限公司 Rapid repair structure for municipal road and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL8201609A (en) * 1982-04-19 1983-11-16 Johannes Nicolaas Gijsbertus K Asphalted road-way repair system - has asphalt tile inserted into opening formed onto layer of liquid bitumen
CN1667045A (en) * 2004-03-09 2005-09-14 武相化学工业株式会社 Asphalt for repairing and repairing method by using same
CN1932156A (en) * 2006-09-26 2007-03-21 长安大学 Asphalt road surface local damage immediate fast repairing method
CN1966599A (en) * 2005-11-17 2007-05-23 上海橡胶制品研究所 Room temperature vulcanized silastic adhesive/sealing agent composition
CN101021055A (en) * 2007-02-06 2007-08-22 高强 Process of repairing pit in asphalt road

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL8201609A (en) * 1982-04-19 1983-11-16 Johannes Nicolaas Gijsbertus K Asphalted road-way repair system - has asphalt tile inserted into opening formed onto layer of liquid bitumen
CN1667045A (en) * 2004-03-09 2005-09-14 武相化学工业株式会社 Asphalt for repairing and repairing method by using same
CN1966599A (en) * 2005-11-17 2007-05-23 上海橡胶制品研究所 Room temperature vulcanized silastic adhesive/sealing agent composition
CN1932156A (en) * 2006-09-26 2007-03-21 长安大学 Asphalt road surface local damage immediate fast repairing method
CN101021055A (en) * 2007-02-06 2007-08-22 高强 Process of repairing pit in asphalt road

Also Published As

Publication number Publication date
CN108316084A (en) 2018-07-24

Similar Documents

Publication Publication Date Title
CN108316084B (en) Asphalt pavement pit repairing process
CN100577736C (en) Asphalt pavement conditioning curing agent and preparation method thereof
CN103145396B (en) Multifunctional quick repair material for cement concrete pavements and preparation method thereof
CN104058638B (en) A kind of asphalt
CN104072023A (en) Pavement made from asphalt mixture
CN105586819B (en) A kind of bituminous paving stress reflexion crack patching material and method for repairing and mending
CN104652212B (en) A kind of Promotion Transformation method of Old cement concrete
CN103570279B (en) Material for rapidly and effectively repairing pits in bituminous pavement and preparation method of material
CN109575876B (en) Road sealant and preparation method thereof
CN106947273A (en) A kind of concrete structure expansion joint rubber asphalt sill and preparation method thereof
CN103073232A (en) Micro-surfacing mixture
CN103951343A (en) Composite cold repair material for asphalt pavement pit repair
CN104986992A (en) Asphalt mixture pavement
CN111170678A (en) Pouring type concrete with polyurethane as binder and preparation method thereof
CN104072024A (en) Preparation process of asphalt mixture
CN105778533A (en) High-permeability composite high-molecular polymer hot-melt crack filling material and preparation method
CN103805132A (en) Joint filling glue for road maintenance and preparation method thereof
CN114644493A (en) High-performance water-based epoxy modified emulsified asphalt micro-surfacing material and preparation method thereof
Zhao et al. A summary of cold patch material for asphalt pavements
CN110627417A (en) High-toughness fabricated asphalt composite pavement precast block and preparation method thereof
CN110714389A (en) Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof
CN107043548A (en) Bituminous paving High-performance rubber asphalt sealing compound and preparation method thereof
CN105884265A (en) Asphalt mixture pavement
CN105859192A (en) Asphalt mixture
CN106277940B (en) It is a kind of can all-weather construction the quick repairing material in high-performance road surface 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
TA01 Transfer of patent application right

Effective date of registration: 20200601

Address after: No. 99, north extension line, Erhuan West Road, Jinan City, Shandong Province, 250000

Applicant after: SHANDONG GAOSU LOAD AND BRIDGE MAINTENANCE Co.,Ltd.

Address before: 610000 Tianfu international financial center, 77 jiaozi North Road, Wuhou District, Chengdu, Sichuan

Applicant before: Training Chrysanthemum

GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: No.99, north extension line, 2nd Ring West Road, Tianqiao District, Jinan City, Shandong Province

Patentee after: Shandong high speed maintenance Group Co.,Ltd.

Address before: No.99, north extension line, 2nd Ring West Road, Jinan City, Shandong Province

Patentee before: SHANDONG GAOSU LOAD AND BRIDGE MAINTENANCE Co.,Ltd.