[go: up one dir, main page]

CN111253111A - Preparation method and use method of normal-temperature rapid repair material for asphalt pavement - Google Patents

Preparation method and use method of normal-temperature rapid repair material for asphalt pavement Download PDF

Info

Publication number
CN111253111A
CN111253111A CN202010057049.6A CN202010057049A CN111253111A CN 111253111 A CN111253111 A CN 111253111A CN 202010057049 A CN202010057049 A CN 202010057049A CN 111253111 A CN111253111 A CN 111253111A
Authority
CN
China
Prior art keywords
asphalt
temperature
mixing
normal
preparation
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.)
Pending
Application number
CN202010057049.6A
Other languages
Chinese (zh)
Inventor
王书杰
尹秀杰
柴智
朱洁
魏道新
陈明
李亚非
雷谦荣
李黄
高攀峰
田苗苗
刘中宇
于建洋
惠嘉
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.)
China Academy of Transportation Sciences
Original Assignee
China Academy of Transportation Sciences
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 China Academy of Transportation Sciences filed Critical China Academy of Transportation Sciences
Priority to CN202010057049.6A priority Critical patent/CN111253111A/en
Publication of CN111253111A publication Critical patent/CN111253111A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous 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
    • 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
    • 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
    • C04B2111/72Repairing or restoring existing buildings or building materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Road Repair (AREA)
  • Road Paving Structures (AREA)

Abstract

本发明属于沥青道路修复技术领域,具体涉及一种沥青路面常温快速修补材料的制备方法及使用方法。本发明的修补材料的制备方法,包括以下的步骤:S1:制备沥青;将基质沥青输送至沥青罐内,降温,先开启搅拌电机,然后将常温改性剂泵入沥青罐内,搅拌,放置,检测其均匀性合格后,拌和沥青路面常温快速修补材料;S2:拌和沥青路面常温快速修补材料,将各档集料提前加热,矿粉不加热,拌和时将各档集料和矿粉先干拌,然后加入沥青再拌和,拌和均匀控制无花白料、无离析,获得成品。通过采用本发明的方法制备获得的沥青路面常温快速修补材料,其适用于各种路面修补坑槽修补,且修补效果好,承压能力强,沥青路面再次开裂的机率低。The invention belongs to the technical field of asphalt road repair, and particularly relates to a preparation method and a use method of a normal temperature quick repair material for an asphalt road. The preparation method of the repairing material of the present invention includes the following steps: S1: preparing asphalt; transporting the base asphalt into the asphalt tank, cooling the temperature, first turning on the stirring motor, then pumping the normal temperature modifier into the asphalt tank, stirring, placing , After testing its uniformity, mix the asphalt pavement rapid repair material at room temperature; S2: Mix the asphalt pavement rapid repair material at room temperature, heat each grade of aggregate in advance, and the mineral powder is not heated. Dry mix, then add asphalt and mix again, and mix evenly to control no white material and no segregation to obtain finished products. The asphalt pavement rapid repair material at room temperature prepared by the method of the invention is suitable for repairing various pavement repair pots and grooves, and has good repair effect, strong pressure bearing capacity and low probability of re-cracking of the asphalt pavement.

Description

沥青路面常温快速修补材料的制备方法及使用方法Preparation method and application method of normal temperature quick repair material for asphalt pavement

技术领域technical field

本发明属于沥青道路修复技术领域,具体涉及一种沥青路面常温快速修补材料的制备方法,还涉及上述修补材料的使用方法。The invention belongs to the technical field of asphalt road repair, and in particular relates to a preparation method of an asphalt pavement rapid repair material at room temperature, and also relates to a use method of the repair material.

背景技术Background technique

随着道路交通量的增加,汽车轴载的增大和高等级公路上行车速度的提高,按照传统沥青规范修建的道路出现了严重的初期损坏现象,沥青路面早期破坏常见的现象有:泛油、波浪、拥包、裂缝、坑槽、松散等。路面早期病害一直是公路管理养护部门注重的道路病害之一,诸多早期病害中路面坑槽是重中之重,特别是重载交通公路,前补后坏的现象时有发生,公路养护要逐步实现管理实时化、规范化、机械化和信息自动化,而且要体现日常养护的及时性和耐久性,这就要求养护技术和养护材料不断更新,才能让路面病害修补后短期内不再次发生病害。With the increase of road traffic, the increase of vehicle axle load and the increase of driving speed on high-grade highways, the roads built in accordance with traditional asphalt specifications have suffered serious initial damage. Waves, packs, cracks, potholes, looseness, etc. The early road disease has always been one of the road diseases that the highway management and maintenance department pays attention to. Among many early diseases, the road surface potholes are the top priority, especially for heavy traffic roads. Real-time management, standardization, mechanization and information automation are realized, and the timeliness and durability of daily maintenance must be reflected, which requires continuous updating of maintenance technology and maintenance materials, so that road surface diseases will not occur again in a short period of time after repairing.

目前用于路面修补的材料主要还是热拌沥青混合料、贯入式沥青碎石及冷补料,这些都是公路养护部门的传统材料,其中热拌沥青混合料只能在温度较高的季节使用,不符合环保要求沥青拌和楼大多不能正常生产,严重制约了路面的修补任务,虽然热拌沥青混合料质量有保证,但不能体现公路日常养护的及时性。At present, the materials used for pavement repair are mainly hot mix asphalt, penetrating asphalt crushed stone and cold patch, which are traditional materials in the road maintenance department. Among them, hot mix asphalt can only be used in high temperature seasons. Most of the asphalt mixing buildings that do not meet the environmental protection requirements cannot be produced normally, which seriously restricts the repairing task of the road surface. Although the quality of the hot mix asphalt mixture is guaranteed, it cannot reflect the timeliness of the daily maintenance of the road.

贯入式沥青碎石和冷补料也因混合料级配不稳定和冷补液挥发时间长,从而使混合料强度形成慢,基本上3~6个月就会出现松散、拥包等新的病害。The penetrating asphalt crushed stone and cold refill are also slow to form the strength of the mixture due to the unstable gradation of the mixture and the long volatilization time of the cold rehydration. disease.

CN109401519A披露了一种沥青路面修复材料,其特征在于,由A类组分和B类组分组成,所述A类组分按质量份数由以下组分组成:CN109401519A discloses a kind of asphalt pavement repairing material, which is characterized in that it is composed of A-type components and B-type components, and the A-type components are composed of the following components in parts by mass:

热固性聚合物的单体和/或热固性聚合物的预聚体1-80份;1-80 parts of thermosetting polymer monomer and/or thermosetting polymer prepolymer;

掺合料5-40份;5-40 parts of admixture;

所述B类组分按质量份数由以下组分组成:The B-type component is composed of the following components in parts by mass:

热塑性聚合物1-80份;1-80 parts of thermoplastic polymer;

所述热固性聚合物的单体和/或热固性聚合物的预聚体聚合得到热固性聚合物;所述热固性聚合物的预聚体包含热固性聚氨酯预聚体、热固性酚醛树脂预聚体、不饱和聚酯预聚体、呋喃树脂预聚体、液体聚硫橡胶预聚体、环氧树脂预聚体、聚脲预聚体、热固性三聚氰胺甲醛树脂、热固性丙烯酸树脂中的一种或多种;The monomer of the thermosetting polymer and/or the prepolymer of the thermosetting polymer are polymerized to obtain a thermosetting polymer; the prepolymer of the thermosetting polymer comprises a thermosetting polyurethane prepolymer, a thermosetting phenolic resin prepolymer, an unsaturated polymer One or more of ester prepolymer, furan resin prepolymer, liquid polysulfide rubber prepolymer, epoxy resin prepolymer, polyurea prepolymer, thermosetting melamine formaldehyde resin, thermosetting acrylic resin;

所述热固性聚合物的单体是具可反应性的单官能单体、双官能单体、三官能单体和多官能单体中的一种或多种;The monomer of the thermosetting polymer is one or more of reactive monofunctional monomers, difunctional monomers, trifunctional monomers and multifunctional monomers;

所述热塑性聚合物包含天然橡胶、丁苯橡胶、丁腈橡胶、丁二烯橡胶、乙丙橡胶、氯丁橡胶、苯乙烯-丁二烯热塑性弹性体、热塑性聚氨酯弹性体、聚丙二醇以及道路沥青中的一种或多种。The thermoplastic polymer includes natural rubber, styrene-butadiene rubber, nitrile rubber, butadiene rubber, ethylene propylene rubber, neoprene rubber, styrene-butadiene thermoplastic elastomer, thermoplastic polyurethane elastomer, polypropylene glycol and road asphalt one or more of.

上述的专利申请文献所存在的缺陷是:1、储存时间超过3个月时,常温条件下修补材料变硬,需要使用加热装置对修补材料进行加热后,方可使用,影响修补的及时性;2、储存要求,要求对装袋的修补材料放置在室温为10℃以上的房间内,保持修补材料的温度,北方地区或阴湿多雨地区一些地方不能实现。The defects of the above-mentioned patent application documents are: 1. When the storage time exceeds 3 months, the repair material becomes hard under normal temperature conditions, and the repair material needs to be heated by a heating device before it can be used, which affects the timeliness of repair; 2. Storage requirements, the bagged repair materials are required to be placed in a room with a room temperature above 10 °C, and the temperature of the repair materials is maintained, which cannot be achieved in some places in the northern region or in the humid and rainy areas.

因此,发明一种既能实现日常养护及时性又能使路面耐久性增加的新材料一直是公路养护领域亟待解决的问题。Therefore, inventing a new material that can not only realize the timeliness of daily maintenance but also increase the durability of the road surface has always been an urgent problem to be solved in the field of highway maintenance.

发明内容SUMMARY OF THE INVENTION

为了解决述的技术问题,本发明提供了一种沥青路面常温快速修补材料的制备方法;该方法解决了现有方法中由于储存致使修补材料变硬影响修补及时性的问题;In order to solve the above-mentioned technical problem, the present invention provides a preparation method of an asphalt pavement rapid repair material at room temperature; the method solves the problem in the existing method that the repair material becomes hard due to storage and affects the repair timeliness;

本发明还提供了上述的沥青路面常温快速修补材料的使用方法;The present invention also provides a method for using the above-mentioned quick repairing material for asphalt pavement at room temperature;

鉴于背景技术中所提到的问题,本发明人在对以往日常养护材料分析总结的基础上,对常温改性沥青混合料中的常温改性剂进行不同掺量试验,最终确定了沥青路面常温快速修补材料改性剂的最佳掺量,从而使混合料能够在常温下储存3个月以上仍有良好的和易性,而且修补后的路面坑槽2-3年没有出现新的病害,使路面耐久性增长,可节约公路养护资金15%左右。In view of the problems mentioned in the background art, on the basis of the analysis and summary of the previous daily maintenance materials, the inventors carried out different dosage tests of the normal temperature modifier in the normal temperature modified asphalt mixture, and finally determined the normal temperature of the asphalt pavement. The optimum amount of modifier for quick repair materials, so that the mixture can be stored at room temperature for more than 3 months and still has good workability, and the repaired pavement potholes have no new diseases for 2-3 years. Increase the durability of the road surface and save about 15% of the road maintenance funds.

本发明所提供的沥青路面常温快速修补材料的制备方法,包括以下的步骤:The preparation method of the normal temperature quick repair material for asphalt pavement provided by the present invention comprises the following steps:

S1:制备沥青S1: Preparation of Asphalt

将基质沥青输送至沥青罐内,降温,先开启搅拌电机,然后将常温改性剂泵入沥青罐内,搅拌,放置,检测其均匀性合格后,拌和沥青路面常温快速修补材料;Transfer the base asphalt into the asphalt tank, cool it down, turn on the stirring motor first, then pump the normal temperature modifier into the asphalt tank, stir, place, and after testing its uniformity is qualified, mix the asphalt pavement rapid repair material at room temperature;

S2:拌和S2: mixing

拌和沥青路面常温快速修补材料,将各档集料提前加热,矿粉不加热,拌和时将各档集料和矿粉先干拌,然后加入沥青再拌和,拌和均匀控制无花白料、无离析,获得成品。Mixing asphalt pavement rapid repair material at room temperature, heating each grade of aggregate in advance, and not heating mineral powder. When mixing, dry-mix each grade of aggregate and mineral powder first, then add asphalt and mix, and mix evenly to control no white material and no segregation. , to get the finished product.

优选的,S1中,将基质沥青输送至沥青罐内,使温度降至100~120℃,先开启搅拌电机,然后将常温改性剂泵入沥青罐内,搅拌60~120min,保持沥青温度在110~120℃,放置40~60min,检测其均匀性合格后,拌和沥青路面常温快速修补材料;Preferably, in S1, the base asphalt is transported into the asphalt tank to reduce the temperature to 100-120 °C, the stirring motor is turned on first, and then the normal temperature modifier is pumped into the asphalt tank, and stirred for 60-120 minutes, keeping the asphalt temperature at 110 ~ 120 ℃, placed for 40 ~ 60min, after testing the uniformity, mix the asphalt pavement rapid repair material at room temperature;

将成品装包装袋储存;Store finished products in packaging bags;

优选的,成品盛放的包装袋为一个塑料布内袋和一层编织袋及一层牛皮纸外袋,每袋装料24~26kg,严密封口,隔绝空气;堆放时控制在两层以内,包装袋表面用防水保温棉布覆盖严密。Preferably, the packaging bag in which the finished product is placed is a plastic cloth inner bag, a layer of woven bag and a layer of kraft paper outer bag, each bag is filled with 24-26kg, and the mouth is tightly sealed to isolate the air; when stacking, it is controlled within two layers, and the packaging is The surface of the bag is tightly covered with waterproof insulating cotton cloth.

S1中,加常温改性剂时基质沥青温度小于或等于120℃。In S1, the temperature of the base asphalt is less than or equal to 120°C when adding the modifier at room temperature.

沥青罐中存储的沥青小于或等于其容积的2/3。The bitumen stored in the bitumen tank is less than or equal to 2/3 of its volume.

沥青罐设置在远离火源或吸烟处的位置。Asphalt tanks are located away from sources of ignition or smoking.

S2中,采用沥青拌和楼或水泥搅拌机对沥青路面常温快速修补材料拌和。In S2, an asphalt mixing building or a cement mixer is used to mix the asphalt pavement rapid repair material at room temperature.

拌和沥青路面常温快速修补材料,将各档集料提前加热至50℃以上,矿粉不加热,拌和时将温度大于或等于50℃的各档集料和矿粉先干拌10s,然后加入沥青再拌和,总的拌和时间不得少于120s,使用沥青拌和楼拌和时,总的拌和时间不得少于60s,拌和均匀控制无花白料、无离析,获得成品,成品混合修补材料的温度为30~50℃。Mixing asphalt pavement rapid repair materials at room temperature, heat each grade of aggregate to above 50℃ in advance, and do not heat the mineral powder. When mixing, dry each grade of aggregate and mineral powder with a temperature greater than or equal to 50℃ for 10s, and then add asphalt For re-mixing, the total mixing time shall not be less than 120s. When using asphalt mixing floor for mixing, the total mixing time shall not be less than 60s. The mixing shall be uniformly controlled with no white material and no segregation, and the finished product shall be obtained. The temperature of the mixed repair material of the finished product shall be 30~ 50°C.

优选的,S1中,加改性剂时,避免周围有明火或抽烟,并准备好防火设施;Preferably, in S1, when adding the modifier, avoid open fire or smoke around, and prepare fire prevention facilities;

优选的,石料温度大于或等于80℃,沥青温度大于或等于100℃,成品料大于或等于50℃且其中没有花白料;Preferably, the temperature of the stone is greater than or equal to 80°C, the temperature of the asphalt is greater than or equal to 100°C, the finished material is greater than or equal to 50°C and there is no whitening material therein;

优选的,成品混合修补材料在拌制完成后立即装袋,袋子用一层内膜和两层编织袋,内膜和编织袋分别扎口;Preferably, the finished mixed repair material is bagged immediately after the mixing is completed, and the bag is made of one layer of inner film and two layers of woven bag, and the inner film and the woven bag are respectively tied;

优选的,成品混合修补材料在存放时,存放于室内,温度大于或等于20℃;Preferably, when the finished mixed repair material is stored, it is stored indoors at a temperature greater than or equal to 20°C;

优选的,成品混合修补材料在使用时,加热15~25min消除后使用;Preferably, when the finished mixed repair material is used, it is used after heating for 15-25 minutes to eliminate;

优选的,改性剂掺量为沥青质量的13%,长期储存时改性剂掺量为沥青质量的25%。Preferably, the dosage of the modifier is 13% of the mass of the asphalt, and the dosage of the modifier during long-term storage is 25% of the mass of the bitumen.

上述的沥青路面常温快速修补材料的使用方法,其特征在于:The use method of the above-mentioned asphalt pavement rapid repair material at room temperature is characterized in that:

该混合修补材料的松铺系数为1.3~1.4,使用时要提前将混合料从储存室取出,晾晒1~2h;The loose paving coefficient of the mixed repair material is 1.3 to 1.4. When using, the mixed material should be taken out of the storage room in advance and dried for 1 to 2 hours;

将路面坑槽切割为正方形或长方形,彻底清理干净坑槽内的杂物,使用吹风机将坑槽区域内吹到干燥状态,洒布乳化沥青,至乳化沥青破乳后填补混合料,坑槽深度大于4cm时分层填补,每层厚度不大于4cm;Cut the pavement potholes into squares or rectangles, thoroughly clean up the sundries in the potholes, use a blower to blow the potholes to a dry state, spread the emulsified asphalt, and fill the mixture after the emulsified asphalt breaks. When it is larger than 4cm, it is filled in layers, and the thickness of each layer is not more than 4cm;

填补结束后,立即整平夯实,夯实后高于原路面2~3mm;After the filling is completed, immediately level and compact, and after compaction, it is 2-3mm higher than the original road surface;

成型后,将坑槽四边的缝隙清理干净,灌入乳化沥青,缝隙顶面留1~2cm,填入机制砂或石屑后,开放交通。After forming, clean the gaps on the four sides of the pit, pour emulsified asphalt, leave 1-2cm on the top of the gap, fill in machine-made sand or stone chips, and open for traffic.

本发明的有益效果在于,通过采用本发明的方法制备获得的沥青路面常温快速修补材料,其适用于各种路面修补坑槽修补,且修补效果好,承压能力强,沥青路面再次开裂的机率低。The beneficial effect of the present invention lies in that the asphalt pavement rapid repairing material at room temperature prepared by the method of the present invention is suitable for repairing various pavement repair pots and grooves, and has good repairing effect, strong bearing capacity, and the probability of cracking of the asphalt pavement again. Low.

具体实施方式Detailed ways

为了对本发明进行更进一步的说明,本发明人将通过以下的具体实施例来对本发明进行详细的阐述,但并不以此限制本发明。In order to further illustrate the present invention, the present inventor will describe the present invention in detail through the following specific examples, but the present invention is not limited thereto.

实施例1Example 1

沥青路面常温快速修补材料的制备方法,包括以下的步骤:The preparation method of the normal temperature quick repair material for asphalt pavement comprises the following steps:

S1中,将基质沥青输送至沥青罐内,使温度降至110℃左右,先开启搅拌电机,然后将常温改性剂泵入沥青罐内(加入常温改性剂时,沥青的温度不得超过120℃),搅拌90min,保持沥青温度在115℃,放置50min,检测其均匀性合格后,拌和沥青路面常温快速修补材料;保持沥青罐中存储的沥青不应超过其容积的2/3,操作人员应该远离沥青罐口,以免沥青喷射出罐外烫伤操作人员;操作时严禁在沥青罐附近设置火源,并禁止吸烟。In S1, the base asphalt is transported into the asphalt tank to reduce the temperature to about 110 °C, the stirring motor is turned on first, and then the normal temperature modifier is pumped into the asphalt tank (when adding the normal temperature modifier, the temperature of the asphalt should not exceed 120 °C ℃), stir for 90min, keep the asphalt temperature at 115℃, and leave it for 50min. After testing its uniformity, mix the asphalt pavement rapid repair material at room temperature; keep the asphalt stored in the asphalt tank should not exceed 2/3 of its volume, the operator It should be kept away from the mouth of the asphalt tank to avoid the asphalt spraying out of the tank and scalding the operator; it is strictly forbidden to set fire sources near the asphalt tank during operation, and smoking is prohibited.

S2:拌和S2: mixing

拌和沥青路面常温快速修补材料,将各档集料提前加热至50℃以上,矿粉不加热,拌和时将温度大于或等于50℃的各档集料和矿粉先干拌10s,然后加入沥青再拌和,总的拌和时间不得少于120s,使用沥青拌和楼拌和时,总的拌和时间不得少于60s,拌和均匀控制无花白料、无离析,获得成品,成品混合修补材料的温度为40℃左右。Mixing asphalt pavement rapid repair materials at room temperature, heat each grade of aggregate to above 50℃ in advance, and do not heat the mineral powder. When mixing, dry each grade of aggregate and mineral powder with a temperature greater than or equal to 50℃ for 10s, and then add asphalt For re-mixing, the total mixing time shall not be less than 120s. When using asphalt mixing floor mixing, the total mixing time shall not be less than 60s. The mixing shall be uniformly controlled with no white material and no segregation, and the finished product shall be obtained. The temperature of the mixed repair material for the finished product shall be 40°C. about.

储存:store:

沥青路面常温快速修补材料拌合完成后,应及时装袋储存,不能在空气中长时间放置,以免改性剂中的化学物质与空气中CO2接触发生反应,影响混合料的和易性。在室内存放时,室内温度不宜低于20℃,用于包装沥青路面常温快速修补材料的包装袋必须采用1个塑料布内袋和1层编织袋及1层牛皮纸外袋,每袋装料25kg左右,封口要严密,尽量隔绝空气。包装好的沥青路面常温快速修补材料需存放在房屋内,堆放时不宜超过2层,避免被压实摊铺困难,包装袋表面用防水保温棉布覆盖严密。After the asphalt pavement rapid repair material is mixed at room temperature, it should be stored in a bag in time, and cannot be placed in the air for a long time, so as to prevent the chemical substances in the modifier from reacting with CO 2 in the air and affecting the workability of the mixture. When stored indoors, the indoor temperature should not be lower than 20°C. The packaging bags used to package the asphalt pavement rapid repair materials at room temperature must use 1 plastic cloth inner bag, 1 layer of woven bag and 1 layer of kraft paper outer bag, and each bag is filled with 25kg Left and right, the seal should be tight, try to isolate the air. The packaged asphalt pavement quick repair materials at room temperature should be stored in the house, and should not be stacked in more than 2 layers to avoid the difficulty of compaction and paving. The surface of the packaging bag should be tightly covered with waterproof and thermal insulation cotton cloth.

沥青路面常温快速修补材料的使用方法如下:The usage method of the normal temperature quick repair material for asphalt pavement is as follows:

沥青路面常温快速修补材料适用于各种路面修补坑槽修补,施工工艺与传统的热拌沥青混合料基本一致,不同之处就是松铺系数不同,该混合料的松铺系数为1.3~1.4,使用时要提前将混合料从储存室取出,晾晒1~2小时,将路面坑槽切割为正方形或长方形,坑槽内的杂物要彻底清理干净,使用吹风机将坑槽区域内吹到干燥状态,洒布乳化沥青,至乳化沥青破乳,方可填补混合料,坑槽深度大于4cm时要分层填补,每层厚度不宜大于4cm,填补结束后,立即整平夯实,夯实后要略高于原路面2~3mm,成型后,将坑槽四边的缝隙清理干净,灌入乳化沥青,缝隙顶面留1~2cm,填入机制砂或石屑时,可开放交通。Asphalt pavement rapid repair material at room temperature is suitable for repairing various pavement pits and grooves. The construction process is basically the same as that of traditional hot mix asphalt mixture. The difference is that the loose paving coefficient is different. When using, take out the mixture from the storage room in advance, let it dry for 1-2 hours, cut the pavement pits into squares or rectangles, clean the sundries in the pits thoroughly, and use a hair dryer to blow the pits to a dry state. , sprinkle emulsified asphalt until the emulsified asphalt breaks, and then fill the mixture. When the depth of the pit is greater than 4cm, it should be filled in layers, and the thickness of each layer should not be greater than 4cm. The original pavement is 2-3mm. After forming, clean the gaps on the four sides of the pothole and pour in emulsified asphalt. Leave 1-2cm on the top surface of the gap. When machine-made sand or stone chips are filled, traffic can be opened.

在本发明的修补材料制备及使用过程中,应按如何的要求进行:In the process of preparation and use of the repair material of the present invention, it should be carried out according to the requirements:

沥青路面常温快速修补材料使用的集料强度、软乳颗粒含量、单档级配、转片状含量、小于0.075mm通过率是质量控制的源头,在选择集料时要对以上技术指标加强监测,保证技术指标合格后再使用。The aggregate strength, soft emulsion particle content, single-grade gradation, rotating flake content, and passing rate of less than 0.075mm used in the rapid repairing materials for asphalt pavement at room temperature are the source of quality control. When selecting aggregates, the above technical indicators should be monitored. , to ensure that the technical indicators are qualified before use.

(1)严格按照设定的掺配比例加入常温改性剂,拌和时检查混合料配合比比例是否正确,如集料发生变化,应从新调整配合比比例;(1) Add the modifier at room temperature in strict accordance with the set mixing ratio, and check whether the mixing ratio of the mixture is correct when mixing. If the aggregate changes, the mixing ratio should be re-adjusted;

(2)拌和时各种温度和材料称量要控制准确,将偏差控制在最小范围之内,保证混合料的和易性;(2) During mixing, various temperatures and material weighing should be controlled accurately, and the deviation should be controlled within the minimum range to ensure the workability of the mixture;

(3)拌和时要随时观察混合料的均匀程度,不能出现花白料,在混合料温度合适的情况下立即装袋储存;(3) The uniformity of the mixture should be observed at any time during mixing, and there should be no white material, and the mixture should be immediately bagged and stored when the temperature of the mixture is suitable;

(4)修补坑槽时,严格按照沥青路面施工技术规范的要求进行,夯实时要配合人工整理表面空隙,确保密实度。(4) When repairing potholes, strictly follow the requirements of asphalt pavement construction technical specifications. When tamping, manual finishing of surface gaps should be used to ensure compactness.

沥青路面常温快速修补材料修补的路段和坑槽应建立长期监测制度,不定期对修补位置进行观察,详细记录修补位置混合料的变化情况。The long-term monitoring system should be established for the road sections and potholes repaired by the quick repairing materials of the asphalt pavement at room temperature.

还制备和使用过程中,还应该保证:Also during preparation and use, it should also ensure that:

(1)普通沥青加热温度不能大于120℃,加入改性剂,搅拌均匀;(1) The heating temperature of ordinary asphalt should not be higher than 120℃, add modifier and stir evenly;

(2)加改性剂时,周围不能有明火、不能抽烟,并准备好防火设施(消防沙、灭火器、棉被等);(2) When adding modifier, there should be no open fire or smoking around, and fire prevention facilities (fire sand, fire extinguisher, quilt, etc.) should be prepared;

(3)各种石料提前加热至100℃左右,备用;(3) All kinds of stone materials are heated to about 100 ℃ in advance for use;

(4)拌和时,石料温度不得低于80℃,沥青温度不得低于100℃,成品料不低于50℃不得有花白料;(4) During mixing, the temperature of the stone material shall not be lower than 80℃, the temperature of the asphalt shall not be lower than 100℃, and the finished material shall not be lower than 50℃, and there shall be no white material;

(5)成品料拌制完成后立即装袋,袋子用一层内膜和两层编织袋,内膜和编织袋分别扎口。(5) Immediately after the mixing of the finished materials is completed, the bag is packed with one layer of inner film and two layers of woven bag, and the inner film and the woven bag are respectively tied.

(6)使用时,如出现结块,可在加热器中加热20min,即可使用;如拌制即拌即铺材料改性剂掺量为沥青质量的13%,长期储存时改性剂掺量为沥青质量的25%。(6) When using, if there is agglomeration, it can be heated in the heater for 20 minutes, and then it can be used; for example, the mixing amount of the modifier is 13% of the asphalt mass, and the modifier is mixed with the modifier during long-term storage. The amount is 25% of the asphalt mass.

实施例2Example 2

S1中,将基质沥青输送至沥青罐内,使温度降至100℃,先开启搅拌电机,然后将常温改性剂泵入沥青罐内,搅拌60min,保持沥青温度在110℃,放置40min左右,检测其均匀性合格后,拌和沥青路面常温快速修补材料;In S1, the base asphalt is transported into the asphalt tank to reduce the temperature to 100 °C, firstly turn on the stirring motor, then pump the normal temperature modifier into the asphalt tank, stir for 60 minutes, keep the asphalt temperature at 110 °C, leave it for about 40 minutes, After testing its uniformity, mix the asphalt pavement quickly repairing materials at room temperature;

S2:拌和沥青路面常温快速修补材料,将各档集料提前加热至50℃以上,矿粉不加热,拌和时将温度大于或等于50℃的各档集料和矿粉先干拌10s,然后加入沥青再拌和,总的拌和时间不得少于120s,使用沥青拌和楼拌和时,总的拌和时间不得少于60s,拌和均匀控制无花白料、无离析,获得成品,成品混合修补材料的温度为40℃左右。S2: Mixing asphalt pavement rapid repair materials at room temperature, heat each grade of aggregate to above 50°C in advance, and do not heat the mineral powder. When mixing, dry each grade of aggregate and mineral powder with a temperature greater than or equal to 50°C for 10s first, and then Add asphalt and then mix, the total mixing time should not be less than 120s, when using asphalt mixing floor mixing, the total mixing time should not be less than 60s, mixing uniformly control no white material, no segregation, to obtain the finished product, the temperature of the finished product mixed repair material is around 40°C.

成品盛放的包装袋为一个塑料布内袋和一层编织袋及一层牛皮纸外袋,每袋装料25kg左右,严密封口,隔绝空气;堆放时控制在两层以内,包装袋表面用防水保温棉布覆盖严密。The packaging bag for the finished product is a plastic cloth inner bag, a layer of woven bag and a layer of kraft paper outer bag, each bag is about 25kg, tightly sealed to isolate the air; when stacking, it is controlled within two layers, and the surface of the packaging bag is waterproof Insulation cotton cover tightly.

实施例2中的使用方法同实施例1。The use method in embodiment 2 is the same as that in embodiment 1.

实施例3Example 3

S1中,将基质沥青输送至沥青罐内,使温度降至120℃,先开启搅拌电机,然后将常温改性剂泵入沥青罐内,搅拌60min,保持沥青温度在120℃左右,放置40min左右,检测其均匀性合格后,拌和沥青路面常温快速修补材料;In S1, the base asphalt is transported into the asphalt tank to reduce the temperature to 120°C, firstly turn on the stirring motor, then pump the normal temperature modifier into the asphalt tank, stir for 60min, keep the asphalt temperature at about 120°C, and leave it for about 40min , After testing its uniformity, mix the asphalt pavement quickly repairing materials at room temperature;

S2:拌和沥青路面常温快速修补材料,将各档集料提前加热至50℃以上,矿粉不加热,拌和时将温度大于或等于50℃的各档集料和矿粉先干拌10s,然后加入沥青再拌和,总的拌和时间不得少于120s,使用沥青拌和楼拌和时,总的拌和时间不得少于60s,拌和均匀控制无花白料、无离析,获得成品,成品混合修补材料的温度为40℃左右。S2: Mixing asphalt pavement rapid repair materials at room temperature, heat each grade of aggregate to above 50°C in advance, and do not heat the mineral powder. When mixing, dry each grade of aggregate and mineral powder with a temperature greater than or equal to 50°C for 10s first, and then Add asphalt and then mix, the total mixing time should not be less than 120s, when using asphalt mixing floor mixing, the total mixing time should not be less than 60s, mixing uniformly control no white material, no segregation, to obtain the finished product, the temperature of the finished product mixed repair material is around 40°C.

成品混合修补材料在存放时,存放于室内,温度大于或等于20℃;成品盛放的包装袋为一个塑料布内袋和一层编织袋及一层牛皮纸外袋,每袋装料25kg左右,严密封口,隔绝空气;堆放时控制在两层以内,包装袋表面用防水保温棉布覆盖严密。When the finished mixed repair material is stored, it should be stored indoors, and the temperature is greater than or equal to 20 °C; Tightly seal the mouth to isolate the air; control it within two layers when stacking, and cover the surface of the packaging bag tightly with waterproof and thermal insulation cotton.

实施例3中的使用方法同实施例1。The use method in embodiment 3 is the same as that in embodiment 1.

现场修补时间,在病害坑槽开挖完成后,计算好数量后,人工直接将修补材料放进病害处,简单平整后立即夯实及封边。一般可在20分钟内完成5平方左右的坑槽修补工作。On-site repairing time, after the excavation of the diseased pits and grooves is completed, after calculating the number, the repairing materials are directly placed into the diseased places by hand, and they are compacted and edged immediately after simple leveling. Generally, the repair work of about 5 square meters can be completed within 20 minutes.

表1可储式常温改性沥青混合料检测结果Table 1 Test results of storable normal temperature modified asphalt mixture

Figure BDA0002370301360000101
Figure BDA0002370301360000101

从以上表格中的数据可以看出,本发明中的修补材料,无论是压实度、还是渗水系数、以及平整度、摩擦系数,均较理想。It can be seen from the data in the above table that the repair material in the present invention is ideal in terms of compactness, water permeability coefficient, flatness and friction coefficient.

Claims (10)

1. The preparation method of the normal-temperature rapid repair material for the asphalt pavement comprises the following steps:
s1: preparation of bitumen
Conveying the matrix asphalt into an asphalt tank, cooling, starting a stirring motor, pumping a normal-temperature modifier into the asphalt tank, stirring, placing, and mixing the asphalt pavement normal-temperature quick repair material after detecting that the uniformity of the asphalt is qualified;
s2: mixing of
Mixing the aggregates of different grades and the mineral powder, dry-mixing the aggregates of different grades and the mineral powder, adding asphalt, mixing, and uniformly mixing to control no white material and no segregation to obtain the finished product.
2. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
s1, conveying the matrix asphalt into an asphalt tank, reducing the temperature to 100-120 ℃, starting a stirring motor, pumping a normal-temperature modifier into the asphalt tank, stirring for 60-120 min, keeping the temperature of the asphalt at 110-120 ℃, standing for 40-60 min, detecting that the uniformity is qualified, and then mixing the normal-temperature rapid repair material for the asphalt pavement.
3. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
packaging the finished product into a packaging bag for storage;
preferably, the packaging bags for containing the finished products are an inner plastic cloth bag, a layer of woven bag and a layer of kraft paper outer bag, each bag is filled with 24-26 kg of materials, and the bags are tightly sealed to isolate air; the stacking is controlled within two layers, and the surface of the packaging bag is tightly covered by waterproof heat-insulating cotton cloth.
4. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
in S1, the temperature of the base asphalt is less than or equal to 120 ℃ when the normal temperature modifier is added.
5. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
the asphalt tank stores less than or equal to 2/3 of its volume.
6. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
the asphalt tank is located at a location remote from the fire source or the location where the smoke is drawn.
7. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
and S2, mixing the normal-temperature quick repair material with asphalt mixture plant or cement mixer.
8. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
s2: the method comprises the steps of mixing the aggregates at a normal temperature to 50 ℃ in advance, heating the aggregates at all grades to 50 ℃ in advance, not heating mineral powder, mixing the aggregates at the temperature of 50 ℃ and the mineral powder for 10 seconds in a dry mode, adding asphalt, mixing, wherein the total mixing time is not less than 120 seconds, mixing by using an asphalt mixing plant, the total mixing time is not less than 60 seconds, uniformly mixing, controlling no white material and no segregation, and obtaining a finished product, wherein the temperature of the finished product mixed repairing material is 30-50 ℃.
9. The preparation method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, which is characterized by comprising the following steps:
in S1, when a modifier is added, open fire or smoke is avoided around, and fireproof facilities are prepared;
preferably, the stone temperature is greater than or equal to 80 ℃, the asphalt temperature is greater than or equal to 100 ℃, the finished material is greater than or equal to 50 ℃ and no white material exists;
preferably, the finished mixed repairing material is bagged immediately after being stirred, the bag is formed by a layer of inner film and two layers of woven bags, and the inner film and the woven bags are respectively tied;
preferably, the finished mixed repairing material is stored indoors at the temperature of more than or equal to 20 ℃ when being stored;
preferably, the finished product mixed repairing material is heated for 15-25 min to be eliminated when in use;
preferably, the mixing amount of the modifier is 13% of the mass of the asphalt, and the mixing amount of the modifier is 25% of the mass of the asphalt during long-term storage.
10. The use method of the normal-temperature rapid asphalt pavement patching material as claimed in claim 1, is characterized in that:
the loose coefficient of the mixed repairing material is 1.3-1.4, and when the mixed repairing material is used, the mixed material is taken out from a storage chamber in advance and aired for 1-2 hours;
cutting pavement pits into squares or rectangles, thoroughly cleaning up sundries in the pits, blowing the pit area to a dry state by using a blower, spreading emulsified asphalt until the emulsified asphalt is demulsified and then filling the mixture, filling the mixture in layers when the depth of the pits is more than 4cm, and keeping the thickness of each layer to be not more than 4 cm;
after filling, immediately leveling and tamping, wherein the height of the tamped;
and after forming, cleaning gaps on four sides of the pit groove, pouring emulsified asphalt, reserving 1-2 cm of gaps on the top surface of the gaps, filling machine-made sand or stone chips, and opening traffic.
CN202010057049.6A 2020-01-16 2020-01-16 Preparation method and use method of normal-temperature rapid repair material for asphalt pavement Pending CN111253111A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010057049.6A CN111253111A (en) 2020-01-16 2020-01-16 Preparation method and use method of normal-temperature rapid repair material for asphalt pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010057049.6A CN111253111A (en) 2020-01-16 2020-01-16 Preparation method and use method of normal-temperature rapid repair material for asphalt pavement

Publications (1)

Publication Number Publication Date
CN111253111A true CN111253111A (en) 2020-06-09

Family

ID=70945420

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010057049.6A Pending CN111253111A (en) 2020-01-16 2020-01-16 Preparation method and use method of normal-temperature rapid repair material for asphalt pavement

Country Status (1)

Country Link
CN (1) CN111253111A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609554A (en) * 2020-12-22 2021-04-06 朱鑫 Road repairing device capable of increasing friction coefficient
CN116289384A (en) * 2023-02-27 2023-06-23 广州大学 A method for preventing reflection and re-cracking of pavement with glue-injected asphalt mixture

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61126125A (en) * 1984-11-26 1986-06-13 Idemitsu Petrochem Co Ltd Storage of moisture-curable composition
CN101885870A (en) * 2010-08-11 2010-11-17 陕西长大博源公路养护科技有限公司 High-viscosity thin-layer bituminous mixture modifier and application thereof
CN105712663A (en) * 2016-01-25 2016-06-29 新疆富翔交通工程材料有限公司 Bag-storable SMC normal temperature modified asphalt mixture
CN106673504A (en) * 2017-01-20 2017-05-17 河南九环保科技股份有限公司 Normal temperature mixed asphalt concrete and preparation method thereof
CN109401519A (en) * 2018-12-14 2019-03-01 大连理工大学 Asphalt pavement repairing material
CN110387132A (en) * 2019-08-22 2019-10-29 河南万里交通科技集团股份有限公司 A kind of nano modified alphalt cold-repairing material and preparation method thereof

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61126125A (en) * 1984-11-26 1986-06-13 Idemitsu Petrochem Co Ltd Storage of moisture-curable composition
CN101885870A (en) * 2010-08-11 2010-11-17 陕西长大博源公路养护科技有限公司 High-viscosity thin-layer bituminous mixture modifier and application thereof
CN105712663A (en) * 2016-01-25 2016-06-29 新疆富翔交通工程材料有限公司 Bag-storable SMC normal temperature modified asphalt mixture
CN106673504A (en) * 2017-01-20 2017-05-17 河南九环保科技股份有限公司 Normal temperature mixed asphalt concrete and preparation method thereof
CN109401519A (en) * 2018-12-14 2019-03-01 大连理工大学 Asphalt pavement repairing material
CN110387132A (en) * 2019-08-22 2019-10-29 河南万里交通科技集团股份有限公司 A kind of nano modified alphalt cold-repairing material and preparation method thereof

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
林泉等: ""可储式常温改性沥青混合料在道路日常养护中应用技术研究"", 《公路交通科技(应用技术版)》 *
王君等: "道路用新型常温沥青改性剂的工程应用", 《公路交通科技(应用技术版)》 *
郭朝阳等: "道路用新型常温沥青改性剂的工程应用", 《中国公路》 *
闫瑾等: "常温彩色沥青混合料设计及性能评价", 《公路交通科技(应用技术版)》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609554A (en) * 2020-12-22 2021-04-06 朱鑫 Road repairing device capable of increasing friction coefficient
CN116289384A (en) * 2023-02-27 2023-06-23 广州大学 A method for preventing reflection and re-cracking of pavement with glue-injected asphalt mixture

Similar Documents

Publication Publication Date Title
Chen et al. Preparation and effectiveness of composite phase change material for performance improvement of Open Graded Friction Course
KR101498661B1 (en) The composition and construction method for non permeable asphalt pavement using natural bitumen
CN102924018B (en) Repair material for bituminous pavement pot holes and method for preparing same
CN103966941B (en) A kind of can repair the constructional method that regulating course is increased at expansion joint fast
CN111253111A (en) Preparation method and use method of normal-temperature rapid repair material for asphalt pavement
CN108301278A (en) A kind of construction method of aqueous high molecular modified emulsifying asphalt concrete road surface
CN110409251A (en) A kind of dewatering and noise reduction pavement construction method
CN105198282A (en) A kind of road cold repair asphalt mixture and its production process
CN110016847B (en) Foamed asphalt cold-recycling pavement structure and construction process thereof
CN105176116A (en) Cold mixing self-emulsifying retinasphal material, preparation method and purpose of cold mixing self-emulsifying retinasphal material
CN105672078A (en) Winter construction method of styreneic methyl copolymers (SMC) normal-temperature modified asphalt road surface
CN114163187A (en) Emulsified asphalt plant-mixed cold-recycling mixture and construction process thereof
CN106746928A (en) A kind of preparation method of asphalt pavement pit cold-repairing material
CN115448642B (en) Asphalt cold-patch material and preparation method thereof
CN114776008B (en) One-time casting construction method for C50 high-strength concrete oversized-volume bottom plate
KR101240540B1 (en) Method for paving with the asphalt concrete which can be transpotated at normal room temperature
RU2367630C1 (en) Method of hot asphalt concrete mix granulation and method of mix application in asphalt concrete blanket repair in winter
CN105060926B (en) The preparation method of foamed asphalt warm mix concrete
CN106930167B (en) A kind of concrete debris regenerated aggregate warm-mixed asphalt thin overlay structure and its construction method
CN110317003A (en) Saturated hydrocarbons and butylbenzene liquid rubber composite modified asphalt cold-repairing material and preparation method thereof
Xiao et al. Design of porous asphalt mixtures by using the CAVF method
RU2364675C2 (en) Method for repair of asphalt concrete coats in winter conditions and composite mixture of materials for its realisation
CN103225249B (en) Pour into the method that formula repairs the shallow craterlet of bituminous epoxy Steel Bridge Deck
CN107059530A (en) A kind of thick-layer paves the big space Emulsified Asphalt Mixture road surface of cold mixing and its construction technology
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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20200609