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WO2024092393A1 - 冷拌冷铺沥青混合铺面料及其制作方法 - Google Patents

冷拌冷铺沥青混合铺面料及其制作方法 Download PDF

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WO2024092393A1
WO2024092393A1 PCT/CN2022/128577 CN2022128577W WO2024092393A1 WO 2024092393 A1 WO2024092393 A1 WO 2024092393A1 CN 2022128577 W CN2022128577 W CN 2022128577W WO 2024092393 A1 WO2024092393 A1 WO 2024092393A1
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asphalt concrete
weight
asphalt
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汤博宇
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Priority to CN202280098066.1A priority patent/CN119497775A/zh
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    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • C04B26/26—Bituminous materials, e.g. tar, pitch
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/20—Binder incorporated in cold state, e.g. natural asphalt

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  • the present invention relates to a cold-mixed and cold-laid asphalt mixed paving material and a method for making the same, and more particularly to a method for making an asphalt mixture without the need for heating treatment, wherein an interface coagulant, a retarder and water-based light-hardening resin and other raw materials are added to the planed and recycled asphalt concrete residue, and the asphalt concrete (AC) material is completed through a cold-mixing operation, and then the asphalt concrete is laid on a predetermined road surface through a cold-paving operation, thereby achieving the purpose of cold-mixing and cold-paving the asphalt concrete material.
  • the pre-mixed asphalt concrete can have a buffer time to achieve the pre-mixing effect, but in the pre-mixing heating process of asphalt concrete, the amount of fuel required is quite large and the temperature is quite high, so the amount of exhaust gas emitted is also large, and the high temperature also has an indirect impact on surrounding objects, plants, etc., and the environmental pollution is quite serious; in addition, the proportion and amount of sand and gravel added to asphalt concrete are also quite large, and the process of obtaining sand and gravel will also cause damage to rivers, hillsides and woodlands, etc., but when asphalt concrete is used to pave the road, it is a commonly used raw material for general road construction, so when paving asphalt concrete pavement, the environmental pollution caused is also quite serious.
  • the calorific value released for each degree of natural gas is about 9000Kcal, that is, the production of each ton of asphalt concrete paving material requires the release of about 126000Kcal, and the asphalt concrete paving material is heated to the required temperature and transported to the construction site for road paving. After the asphalt concrete paving material is cooled to room temperature, all the calorific value of the asphalt concrete is dissipated into the air environment. According to the asphalt concrete paving material used in the road paving in Beibeiji in one year, the total calorific value emitted is about 1.89E11Kcal, which is about 189 billion Kcal of calorific value energy.
  • the main purpose of the present invention is to provide a cold mix cold laid asphalt mixed paving material and a method for making the same.
  • the present invention provides a cold-mixed and cold-laid asphalt mixed paving material, which comprises asphalt concrete residue, an interface coagulant, a retarder and an aqueous light-curing resin, wherein the asphalt concrete residue is the asphalt concrete residue recovered from the road surface; the added interface coagulant is used to wrap and solidify the asphalt concrete residue, and the interface coagulant contains material raw materials such as calcium carbonate, magnesium carbonate, stone powder, glass powder, cement and carbon ash; the added retarder is used to slow down the solidification of the pre-mixed asphalt concrete residue, and the retarder contains material raw materials such as seaweed powder and water; as for the added aqueous light-curing resin, it is used to facilitate the bonding and adhesion between the raw material particles of the asphalt concrete, the interface coagulant and the retarder, and it contains material raw materials such as epoxy resin, silicone acrylic copolymer resin and water.
  • the asphalt concrete residue is the asphalt concrete residue recovered from the road surface
  • the added interface coagulant is used to wrap and solidify
  • the asphalt concrete residue is obtained by planing away the asphalt concrete (AC) pavement of the existing road surface, crushing it into asphalt concrete residue, and then recycling it for reuse.
  • the interface coagulant added to the asphalt concrete includes 25% by weight (wt) of calcium carbonate [CaCO 3 ], 15% by weight (wt) of magnesium carbonate [MgCO 3 ], 20% by weight (wt) of stone powder, 10% by weight (wt) of glass powder, 25% by weight (wt) of cement and 5% by weight (wt) of carbon ash and other material raw materials; and the powder particle size of the stone powder and the glass powder is less than 200 ⁇ m; and the added retarder includes 0.6% by weight (wt) of seaweed powder and 99.4% by weight (wt) of water and other material raw materials; and the added water-based light-curing resin includes 30% by weight (wt) of epoxy resin, 15% by weight (wt) of silicone acrylic copolymer resin and 55% by weight (wt) of water and other material raw materials.
  • the present invention also provides a method for producing cold-mixed and cold-laid asphalt mixed paving materials, which is to plane and crush the asphalt concrete (AC) pavement on the existing road surface into asphalt concrete slag, and then recycle it, add an interface coagulant, wrap and solidify the asphalt concrete slag to make it easy to dissolve and bond with aqueous substances, add a retarder to perform cold mixing to slow down the solidification speed of the asphalt concrete slag after pre-cold mixing, and then add a water-based light-hardening resin to perform cold mixing to facilitate bonding and adhesion between the raw material particles, thereby completing the process of pre-cold mixing to produce asphalt concrete paving materials.
  • AC asphalt concrete
  • the asphalt concrete paving materials do not need to be heated by fuel, that is, they are laid on the predetermined road surface in a cold laying manner, thereby achieving the purpose of reducing emissions of carbon dioxide, heat, etc., and saving electricity, thereby having the effect of energy saving and carbon reduction, and meeting environmental protection requirements.
  • FIG. 1 is a flow chart of the present invention.
  • FIG. 1 is a flow chart of the present invention. It can be clearly seen from the figure that the cold-mix cold-laid asphalt mixed paving material of the present invention comprises asphalt concrete slag, interface coagulant, retarder and water-based light-curing resin, wherein:
  • the asphalt concrete slag is asphalt concrete slag recycled from road surface.
  • the interface coagulant comprises raw materials such as calcium carbonate, magnesium carbonate, stone powder, glass powder, cement and carbon ash.
  • the retarder comprises raw materials such as seaweed powder and water.
  • the water-based light-curing resin comprises raw materials such as epoxy resin, silicone-acrylic copolymer resin and water.
  • the addition of the interfacial coagulant to the asphalt concrete residue is for wrapping and solidifying the asphalt concrete residue; the addition of the retarder is for slowing down the solidification of the premixed asphalt concrete residue; and the addition of the water-based light-curing resin is for facilitating the bonding and adhesion between the raw material particles of the asphalt concrete, the interfacial coagulant and the retarder.
  • the interface coagulant added to the above-mentioned asphalt concrete mixed paving material includes 25% by weight (wt) calcium carbonate [CaCO 3 ], 15% by weight (wt) magnesium carbonate [MgCO 3 ], 20% by weight (wt) stone powder, 10% by weight (wt) glass powder, 25% by weight (wt) cement and 5% by weight (wt) carbon ash and other material raw materials; and the powder particle size of the stone powder and glass powder is less than 200 ⁇ m.
  • the retarder added to the above-mentioned asphalt concrete mixed paving material includes 0.6% by weight (wt) of seaweed powder and 99.4% by weight (wt) of water and other material raw materials.
  • the water-based light-curing resin added to the above-mentioned asphalt concrete mixed paving material includes 30% by weight (wt) of epoxy resin, 15% by weight (wt) of silicone acrylic copolymer resin and 55% by weight (wt) of water and other material raw materials.
  • the method for making the cold mix cold laid asphalt mixed paving material of the present invention is implemented according to the following steps:
  • An interfacial coagulant is added to the crushed asphalt concrete residue, so that the asphalt concrete residue is wrapped and solidified by the interfacial coagulant and is easy to dissolve and bond with water-based materials.
  • the asphalt concrete paving mixture does not need to be heated by fuel and is laid on the predetermined road surface in a cold laying manner.
  • the method for producing cold-mixed and cold-laid asphalt mixed paving materials of the present invention is to carry out cold-temperature premixing in a room temperature environment without heating, that is, no fuel (such as heavy oil, kerosene or natural gas, etc.) is required for heating, and no exhaust gas and high temperature are emitted, so no pollution or damage to the environment is caused.
  • the asphalt concrete mixed paving materials that have been premixed at cold temperature are then laid on the predetermined road surface by cold laying at room temperature, which can also avoid the impact or damage to surrounding animals and plants caused by high temperature, and after laying, no large amount of calorific value will be released into the air environment, which can effectively avoid pollution to the air environment.
  • the asphalt concrete mixed paving material factory produces about 100 tons of asphalt concrete mixed paving materials per hour. If the demand is 1,500 tons, the asphalt concrete mixed paving material can be used to produce 100 tons of asphalt concrete mixed paving materials per hour.
  • the asphalt concrete paving material factory needs to operate for 15,000 hours, which can save about 4,050,000 kWh of electricity. That is, the asphalt concrete mixed paving material produced by the cold mixing operation of the present invention has unexpected effects; and because the asphalt concrete mixed paving material is produced by the cold mixing operation of the present invention, the asphalt concrete mixed paving material required for the traditional production of asphalt concrete mixed paving material is not used for gluing. Therefore, the asphalt concrete mixed paving material produced by the cold mixing operation of the present invention can achieve the effects of non-toxic, tasteless and odorless, and can also meet the requirements of environmental protection and friendly living environment.
  • the cold-mixed cold-laid asphalt mixed paving material and its production method described in the present invention can indeed achieve its efficacy and purpose when actually implemented and used. Therefore, the present invention is an invention with excellent practicality and meets the requirements for applying for an invention patent.

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  • Chemical & Material Sciences (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

关于一种冷拌冷铺沥青混合铺面料及其制作方法，是将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎成沥青混凝土渣料后进行回收，且进行添加界面混凝剂和进行预冷拌，予以对沥青混凝土渣料进行包裹及固化，而易于与水性物质融溶接合，并添加缓凝剂进行冷拌，以供减缓已预冷拌后该沥青混凝土渣料的固化速度，再添加水性光硬化型树脂进行冷拌，以供各原料颗粒间易于接合、黏结，以预冷拌完成沥青混凝土铺面料的制程，使得沥青混凝土铺面料无需使用燃料进行加热，即以冷铺方式铺设于预定路面上，达到降低二氧化碳、热量等排放量，并可节约用电量的目的。

Description

冷拌冷铺沥青混合铺面料及其制作方法 技术领域
本发明是有关于一种冷拌冷铺沥青混合铺面料及其制作方法，尤其是指有关于一种无需加热处理进行沥青混合料制作的方法，是于刨除回收的沥青混凝土渣料中予以添加界面混凝剂、缓凝剂及水性光硬化型树脂等原料，透过冷拌作业完成沥青混凝土(AC)面料，再利用冷铺作业铺设于预定路面，而可达到冷拌、冷铺沥青混凝土面料的目的。
背景技术
随着生活习惯的变化、生活环境空间的变迁，使得人们在日常生活中的衣、食、住、行、娱乐等生活所需，在进行生产、制造的作业时，容易产生高排碳量、高废气量及大量废弃物、污染物等，存在于生活环境空间中，导致空气、水及土壤等均受到严重污染，进而造成地球暖化严重，更影响所有动、植物的生存、成长环境空间及人们的身体、心灵健康等，因此需要人们逐渐提高环保意识，在日常生活中尽量减少二氧化碳及热量等的排放量，以便可减缓对生活环境的污染、破坏等，避免对人们的身心及生活环境等造成严重不良的影响。
在日常生活中“行”的交通方面，道路是通往任何地点必须的路径，少部分是以混凝土或砂砾、土石等铺设的乡间小道，而举凡市区道路、郊区道路、一般公路、高速公路或者巷弄街道等道路，则大都是铺设沥青混凝土(AC)铺面道路，以方便人、车等行进；而常见的沥青混凝土铺面道路，在一段时间后，因日晒雨淋、车辆重压、车轮辗压等，容易造成沥青混凝铺面的损毁，且沥青混凝土在长时间使用后造成老化，其软化点及黏度等将随着使用时间增长而增加，亦因而导致路面断裂、凹陷或破损等现象，即必须将旧有的沥青混凝土铺面予以刨除后，重新再铺设，以确保人、车的用路安全。
传统将旧有的沥青混凝土铺面刨除后，即予以弃置，也导致造成环境的污染，相当不符合环保理念及要求，因此，有关单位研究将已刨除的旧有沥青混凝土铺面刨除后，将其回收再利用，采用40％的沥青混凝土回收渣料、添加60％的沥青混凝土新料，并添加重油作为再生剂使沥青混凝土的黏度降低(降低至
Figure PCTCN2022128577-appb-000001
之间)以符合使用沥青混凝土的法规标准；但是，一般应用沥青混凝土进行道路铺面时，都是透过燃料(如：重油、煤油或天然气等)来加热沥青混凝土及砂石等原 料，使其保持预定的温度进行预拌，供预拌的沥青混凝土可拥有缓冲时间而达到预拌的效果，但在沥青混凝土的预拌加热过程中，所需燃料的用量相当大、温度相当高，因此所排放的废气量也大，且高温对周边物体、植物等也产生间接影响，环境污染情况相当严重；又，沥青混凝土所添加的砂石占比、用量也相当大，取得砂石过程也会造成河川、山坡及林地等破坏，但利用沥青混凝土铺设路面时，其为一般道路建设常用的原料，因此在铺设沥青混凝土路面时，造成环境污染的情况也相当严重。
而透过燃料加热进行预拌沥青混凝土时，若采用天然气作为燃料，天然气主要成份为甲烷(CH 4)，则一度天然气中甲烷(CH 4)的mole(莫耳)数[n]；透过“理想气体方程式”：PV＝Nrt，其中，假设P＝1atm+300mmH 2O(用户出口压力)＝104,267N/m2，且一度天然气体积V＝1m3，1J＝1N.mR＝8.314J/mole·K，T＝293·K(20℃)，所以n＝42.8mole(莫耳)，前述中，N：牛顿；J：焦耳。
则甲烷(CH 4)的燃烧方程式：CH 4+2O 2→CO 2+2H 2O，即可知，1mole(莫耳)的天然气燃烧(假设完全燃烧)会产生1mole(莫耳)的二氧化碳[CO 2](分子量12+16＊2＝44)。
因此，一度的天然气燃烧所产生的二氧化碳[CO 2]为42.8mole(莫耳)，换算重量为：
Figure PCTCN2022128577-appb-000002
故在进行道路铺设沥青混凝土(AC)铺面时，在沥青混凝土中添加砂石进行加热，每吨砂石加热即需耗用约14度天然气，所以产生一吨的沥青混凝土铺面料时，所产生的二氧化碳[CO 2]的排放量约为：14＊1.88＝26.32Kg；是以，就北北基在一年整修道路铺面，所需的沥青混凝土铺面料用料约1,500,000吨，即二氧化碳[CO 2]排放量约为39,480,000Kg，约等于39,480吨。
再者，使用天然气加热时，使用每度天然气所释放的热值约为9000Kcal，即每吨沥青混凝土铺面料的生产需要释放约126000Kcal，且沥青混凝土铺面料在加热至所需温度后、至运送到工地进行道路铺设后，待沥青混凝土铺面料冷却到常温，其间沥青混凝土的所有热值均飘散至空气环境中，依据上述北北基在一年中进行道路铺设所使用的沥青混凝土铺面料，共计排放热值约为1.89E11Kcal，亦即大约为1890亿Kcal的热值能量。
因此，可知在进行道路铺设沥青混凝土铺面时，因加热沥青混凝土铺面料所排放的二氧化碳[CO2]量、热值能量等均相当可观，也直接造成对空气及生活环境的污染，实不可忽视。
因此，如何解决目前采用沥青混凝土铺设路面，对环境造成破坏的问题与困扰，以及排放废气、高温等会造成对环境影响等的麻烦与缺失，这是从事此行业的相关厂商所亟欲研究改善的方向所在。
发明内容
因此，有鉴于上述的问题与缺失，本发明的主要目的是在于提供一种冷拌冷铺沥青混合铺面料及其制作方法。
本发明提供一种冷拌冷铺沥青混合铺面料，其包含沥青混凝土渣料、界面混凝剂、缓凝剂及水性光硬化型树脂等，其中，沥青混凝土渣料是回收自路面刨除的沥青混凝土渣料；所添加的界面混凝剂是供将沥青混凝土渣料进行包裹及固化，所述界面混凝剂中包含碳酸钙、碳酸镁、石粉、玻璃粉、水泥及碳灰等物质原料；所添加的缓凝剂是供预拌后的该沥青混凝土渣料减缓固化，所述缓凝剂包含海菜粉及水等物质原料；至于添加的水性光硬化型树脂，其是供沥青混凝土、界面混凝剂及缓凝剂各原料颗粒间易于接合、黏结，其包含环氧树脂、硅丙烯酸共聚树脂及水等物质原料。
在本发明的冷拌冷铺沥青混合铺面料的实施例中，该沥青混凝土渣料是将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎成沥青混凝土渣料后，进行回收再利用。
在本发明的冷拌冷铺沥青混合铺面料的实施例中，该沥青混凝土中添加的界面混凝剂，其包含25％重量百分比(wt)的碳酸钙[CaCO 3]、15％重量百分比(wt)的碳酸镁[MgCO 3]、20％重量百分比(wt)的石粉、10％重量百分比(wt)的玻璃粉、25％重量百分比(wt)的水泥及5％重量百分比(wt)的碳灰等物质原料；且石粉及玻璃粉的粉末粒径为200μm以下；而添加的缓凝剂包含0.6％重量百分比(wt)的海菜粉及99.4％重量百分比(wt)的水等物质原料；以及添加的水性光硬化型树脂包含30％重量百分比(wt)的环氧树脂、15％重量百分比(wt)的硅丙烯酸共聚树脂及55％重量百分比(wt)的水等物质原料。
本发明还提供一种冷拌冷铺沥青混合铺面料的制作方法，是将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎，碾碎成沥青混凝土渣料后进行回收，且进行添加界面混凝剂，予以对沥青混凝土渣料进行包裹及固化，使之易于与水性物质融溶接合，并添加缓凝剂进行冷拌，以供减缓已预冷拌后该沥青混凝土渣料的固化速度，再添加水性光硬化型树脂进行冷拌，以供各原料颗粒间易于接合、黏结， 从而预冷拌完成成沥青混凝土铺面料的制程，而沥青混凝土铺面料无需使用燃料进行加热，即以冷铺方式铺设于预定路面上，从而达到降低二氧化碳、热量等排放量，并可节约用电量的目的，进而具备节能减碳的功效，以及可符合环保要求。
附图说明
图1为本发明的流程图。
具体实施方式
为达成上述目的与功效，本发明所采用的技术手段及其构造、实施的方法等，现结合附图就本发明的较佳实施例详加说明其特征与功能如下，以利于完全了解。
请参阅图1所示，为本发明的流程图，由图中所示可以清楚看出，本发明的冷拌冷铺沥青混合铺面料，包含沥青混凝土渣料、界面混凝剂、缓凝剂及水性光硬化型树脂，其中：
该沥青混凝土渣料是回收自路面刨除的沥青混凝土渣料。
该界面混凝剂包含碳酸钙、碳酸镁、石粉、玻璃粉、水泥及碳灰等物质原料。
该缓凝剂包含海菜粉及水等的物质原料。
该水性光硬化型树脂包含环氧树脂、硅丙烯酸共聚树脂及水等物质原料。
而上述于该沥青混凝土料渣中添加界面混凝剂，是供将该沥青混凝土渣料进行包裹及固化；且添加缓凝剂是供预拌后的该沥青混凝土渣料减缓固化；至于添加水性光硬化型树脂是供沥青混凝土、界面混凝剂及缓凝剂的各原料颗粒间易于接合、黏结。
上述该沥青混凝土混合铺面料中添加的界面混凝剂包含25％重量百分比(wt)的碳酸钙[CaCO 3]、15％重量百分比(wt)的碳酸镁[MgCO 3]、20％重量百分比(wt)的石粉、10％重量百分比(wt)的玻璃粉、25％重量百分比(wt)的水泥及5％重量百分比(wt)的碳灰等物质原料；且石粉及玻璃粉的粉末粒径为200μm以下。
而上述该沥青混凝土混合铺面料中添加的缓凝剂包含0.6％重量百分比(wt)的海菜粉及99.4％重量百分比(wt)的水等物质原料。
又，上述该沥青混凝土混合铺面料中添加的水性光硬化型树脂包含30％重量百分比(wt)的环氧树脂、15％重量百分比(wt)的硅丙烯酸共聚树脂及55％重量百分比(wt)的水等物质原料。
至于上述本发明冷拌冷铺沥青混合铺面料的制作方法，是依据下列步骤实施：
(A01)将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎成沥青混凝土渣料后进行回收。
(A02)在辗碎后的沥青混凝土渣料中添加界面混凝剂，藉由界面混凝剂将该沥青混凝土渣料进行包裹及固化，且易于与水性物质融溶接合。
(A03)将已添加界面混凝剂的沥青混凝土渣料中，再添加缓凝剂进行冷拌，以供减缓已预冷拌后沥青混凝土渣料的固化速度。
(A04)将已添加界面混凝剂、缓凝剂的沥青混凝土渣料中，再添加水性光硬化型树脂进行冷拌，以供界面混凝剂、缓凝剂及沥青混凝土渣料的各原料颗粒间易于接合、黏结，以预冷拌成沥青混凝土铺面料。
(A05)完成沥青混凝土铺面混合料的冷拌制程。
(A06)该沥青混凝土铺面混合料无需使用燃料进行加热，即以冷铺方式铺设于预定路面上。
上述本发明的冷拌冷铺沥青混合铺面料的制作方法，是在常温的环境中进行冷温预拌，并未进行加热升温，即不需使用燃料(如：重油、煤油或天然气等)进行加热，且不会排放废气及高温等，因此不会造成对环境的污染、破坏等；而冷温预拌完成的沥青混凝土混合铺面料，再采用常温冷铺方式，予以铺设在预定路面上，亦可避免因高温造成周边动、植物等影响或损坏等，且铺设后不会产生大量热值释放到空气环境中，可有效避免对空气环境造成污染。
又，本发明冷拌冷铺沥青混合铺面料的制作方法，因采用冷拌作业制作沥青混凝土混合铺面料，因属于水性物质原料且不需加热处理，则于生产沥青混凝土混合铺面料过程中，不必使用排气风车(100Hp)、干燥机(50Hp)、提升机(30Hp)、震动筛(30Hp)、沥青储存槽(150Hp)，共约360Hp＝270KW的电能，而沥青混凝土混合铺面料工厂每小时约生产100吨沥青混凝土混合铺面料，若以需求1,500,000吨的沥青混凝土混合铺面料计，沥青混凝土铺面料工厂需要作业15000小时，即可节约电力约4050000度的电，即为本发明采用冷拌作业制作沥青混凝土混合铺面料具备无法预期的功效；且因本发明采用冷拌作业制作沥青混凝土混合铺面料，不使用传统制作沥青混凝土混合铺面料所需的柏油进行胶合，因此本发明采用冷拌制作沥青混凝土混合铺面料可达到无毒、无味及无臭等效能，更可符合环保要求、友善生活环境等。
以上所述仅为本发明的较佳实施例而已，并非因此即局限本发明的专利保护范围，故举例凡是运用本发明说明书及附图内容所作的简易修饰及等效结构变化，均 应同理包含于本发明的专利保护范围内。
综上所述，本发明所述的冷拌冷铺沥青的混合铺面料及其制作方法于实际实施、使用时，确实能够达到其功效及目的，故本发明为一个实用性优异的发明创造，符合申请发明专利的要件。

Claims (10)

  1. 一种冷拌冷铺沥青混合铺面料，包含沥青混凝土渣料、界面混凝剂、缓凝剂及水性光硬化型树脂，其特征在于：
    该沥青混凝土渣料是回收自路面刨除的渣料；
    该界面混凝剂是供将该沥青混凝土渣料进行包裹及固化，所述界面混凝剂中包含碳酸钙、碳酸镁、石粉、玻璃粉、水泥及碳灰；
    该缓凝剂是供预拌后的该沥青混凝土渣料减缓固化，所述缓凝剂中包含海菜粉及水；及
    该水性光硬化型树脂是供该沥青混凝土、该界面混凝剂及该缓凝剂的各原料颗粒间易于接合、黏结，所述水性光硬化型树脂中包含环氧树脂、硅丙烯酸共聚树脂及水。
  2. 如权利要求1所述的冷拌冷铺沥青混合铺面料，其特征在于：该沥青混凝土渣料是将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎成沥青混凝土渣料后，进行回收再利用。
  3. 如权利要求1所述的冷拌冷铺沥青混合铺面料，其特征在于：该界面混凝剂包含25％重量百分比(wt)的该碳酸钙[CaCO 3]、15％重量百分比(wt)的该碳酸镁[MgCO 3]、20％重量百分比(wt)的该石粉、10％重量百分比(wt)的该玻璃粉、25％重量百分比(wt)的该水泥及5％重量百分比(wt)的该碳灰；且该石粉及该玻璃粉的粉末粒径为200μm以下。
  4. 如权利要求1所述的冷拌冷铺沥青混合铺面料，其特征在于：该缓凝剂包含0.6％重量百分比(wt)的该海菜粉及99.4％重量百分比(wt)的该水。
  5. 如权利要求1所述的冷拌冷铺沥青混合铺面料，其特征在于：该水性光硬化型树脂包含30％重量百分比(wt)的该环氧树脂、15％重量百分比(wt)的该硅丙烯酸共聚树脂及55％重量百分比(wt)的该水。
  6. 一种冷拌冷铺沥青混合铺面料的制作方法，其特征在于：是依据下列步骤实施：
    (A01)将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎，碾碎成沥青混凝土渣料后进行回收；
    (A02)在辗碎后的该沥青混凝土渣料中添加界面混凝剂并预冷拌，藉由该界面混凝剂将该沥青混凝土渣料进行包裹及固化，且易于与水性物质融溶接合；
    (A03)在已添加该界面混凝剂的该沥青混凝土渣料中，再添加缓凝剂进行冷拌，以供减缓已预冷拌后该沥青混凝土渣料的固化速度；
    (A04)将已添加该界面混凝剂、该缓凝剂的该沥青混凝土渣料中，再添加水性光硬化型树脂进行冷拌，以供该界面混凝剂、该缓凝剂及该沥青混凝土渣料的各原料颗粒间易于接合、黏结，以预冷拌成沥青混凝土铺面料；
    (A05)完成该沥青混凝土混合铺面料的冷拌制程；及
    (A06)该沥青混凝土混合铺面料无需使用燃料进行加热，即以冷铺方式铺设于预定路面上。
  7. 如权利要求6所述的冷拌冷铺沥青混合铺面料的制作方法，其特征在于：该步骤(A01)的该沥青混凝土渣料，是将既有路面铺设的沥青混凝土(AC)铺面进行刨除后，予以辗碎成沥青混凝土渣料后，进行回收再利用。
  8. 如权利要求6所述的冷拌冷铺沥青混合铺面料的制作方法，其特征在于：该步骤(A02)中，该界面混凝剂包含25％重量百分比(wt)的该碳酸钙[CaCO 3]、15％重量百分比(wt)的该碳酸镁[MgCO 3]、20％重量百分比(wt)的该石粉、10％重量百分比(wt)的该玻璃粉、25％重量百分比(wt)的该水泥及5％重量百分比(wt)的该碳灰；且该石粉及该玻璃粉的粉末粒径为200μm以下。
  9. 如权利要求6所述的冷拌冷铺沥青混合铺面料的制作方法，其特征在于：该步骤(A03)中，该缓凝剂包含0.6％重量百分比(wt)的该海菜粉及99.4％重量百分比(wt)的该水。
  10. 如权利要求6所述的冷拌冷铺沥青混合铺面料的制作方法，其特征在于：该步骤(A04)中，该水性光硬化型树脂包含30％重量百分比(wt)的该环氧树脂、15％重量百分比(wt)的该硅丙烯酸共聚树脂及55％重量百分比(wt)的该水。
PCT/CN2022/128577 2022-10-31 2022-10-31 冷拌冷铺沥青混合铺面料及其制作方法 Ceased WO2024092393A1 (zh)

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