CN209636579U - A Cold Recycled Asphalt Pavement Mixed with Rubber Powder for Microwave Heating - Google Patents
A Cold Recycled Asphalt Pavement Mixed with Rubber Powder for Microwave Heating Download PDFInfo
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- CN209636579U CN209636579U CN201822252512.3U CN201822252512U CN209636579U CN 209636579 U CN209636579 U CN 209636579U CN 201822252512 U CN201822252512 U CN 201822252512U CN 209636579 U CN209636579 U CN 209636579U
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- 239000010426 asphalt Substances 0.000 title claims abstract description 30
- 239000000843 powder Substances 0.000 title claims abstract description 28
- 238000010438 heat treatment Methods 0.000 title claims abstract description 17
- 230000008929 regeneration Effects 0.000 claims abstract description 13
- 238000011069 regeneration method Methods 0.000 claims abstract description 13
- 239000010920 waste tyre Substances 0.000 claims abstract description 7
- 239000010410 layer Substances 0.000 claims description 51
- 239000002344 surface layer Substances 0.000 claims description 26
- 239000000463 material Substances 0.000 claims description 18
- 239000012790 adhesive layer Substances 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000010521 absorption reaction Methods 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000004064 recycling Methods 0.000 abstract description 2
- 238000004078 waterproofing Methods 0.000 abstract 2
- 238000004134 energy conservation Methods 0.000 abstract 1
- 239000011384 asphalt concrete Substances 0.000 description 6
- 239000002699 waste material Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 231100000252 nontoxic Toxicity 0.000 description 2
- 230000003000 nontoxic effect Effects 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
Description
技术领域technical field
本实用新型涉道路养护技术领域,尤其涉及一种便于微波加热的掺橡胶粉的冷再生沥青路面。The utility model relates to the technical field of road maintenance, in particular to a cold recycled asphalt pavement mixed with rubber powder which is convenient for microwave heating.
背景技术Background technique
我国大部分地区冬季都会有一段时间的积雪,目前我国的主要除雪方式为机械除雪(扫雪车除雪),人工铲雪,撒盐除雪。撒盐除雪是对资源的巨大浪费,这些食盐会对路面和桥梁造成了巨大破坏,减少了其使用寿命,对环境也会造成一定的污染。目前的扫雪车除雪主要为机械除雪,能耗较高,需要大量人工,使用了大量的社会资源,且道路边缘的雪不易清除,会为道路的二次冰冻造成隐患。人工除雪则是效率不足。目前也有通过红外,电磁等微波加热技术对路面进行融雪化冰的,相对而言效率不足。部分掺加了钢纤维,碳纤维等,但是存在费用及安全问题,不易大范围推广。同时,在“十一五”以来,我国早期建成的高等级公路陆续进入大,中维修期,原有的沥青路面旧料处理问题凸显,于是可以节约资源(直接利用原有沥青废料作为原料),恢复路面性能的冷再生技术到更多重视,良好地解决了这个问题。In most areas of my country, there will be snow for a period of time in winter. At present, the main methods of snow removal in my country are mechanical snow removal (snow removal by snow plow), manual snow removal, and salt removal. Sprinkling salt to remove snow is a huge waste of resources. These salts will cause great damage to roads and bridges, reduce their service life, and cause certain pollution to the environment. The current snow plows are mainly mechanical snow removal, which consumes a lot of energy, requires a lot of labor, uses a lot of social resources, and the snow on the edge of the road is not easy to remove, which will cause hidden dangers for the secondary freezing of the road. Manual snow removal is inefficient. At present, there are also microwave heating technologies such as infrared and electromagnetic to melt snow and ice on the road surface, which is relatively inefficient. Some of them are mixed with steel fiber, carbon fiber, etc., but there are cost and safety problems, and it is not easy to popularize on a large scale. At the same time, since the "Eleventh Five-Year Plan", the high-grade highways built in my country in the early stage have entered the large and medium maintenance period one after another, and the problem of disposal of the old asphalt pavement materials has become prominent, so resources can be saved (directly using the original asphalt waste as raw materials) , The cold regeneration technology to restore the road performance has paid more attention, which has solved this problem well.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的不足,适应现实需要,提供一种便于微波加热的掺橡胶粉的冷再生沥青路面。The purpose of the utility model is to overcome the deficiencies of the prior art, to meet the practical needs, and to provide a cold recycled asphalt pavement mixed with rubber powder that is convenient for microwave heating.
为了实现本实用新型的目的,本实用新型采用的技术方案为:一种便于微波加热的掺橡胶粉的冷再生沥青路面,包括由上至下依次叠加的底基层、再生层、上基层、下面层、防水粘接层、表面层,下面层通过防水粘接层与表面层连接,表面层采用掺杂橡胶粉的沥青混合料。In order to achieve the purpose of the present utility model, the technical scheme adopted by the present utility model is: a cold recycled asphalt pavement mixed with rubber powder that is convenient for microwave heating, comprising a sub-base layer, a regeneration layer, an upper Layer, waterproof bonding layer, surface layer, the lower layer is connected with the surface layer through the waterproof bonding layer, and the surface layer adopts the asphalt mixture doped with rubber powder.
所述的底基层的厚度为30cm。The thickness of the base layer is 30 cm.
所述的再生层采用的是冷再生的水泥稳定碎石。The regenerated layer adopts cold regenerated cement-stabilized crushed stone.
所述的上基层的厚度为8cm。The thickness of the upper base layer is 8cm.
所述的下面层的厚度为6cm。The thickness of the underlying layer is 6 cm.
所述的防水粘接层采用的材料为JC复合防水材料。The material used for the waterproof adhesive layer is JC composite waterproof material.
所述的表面层的厚度为4cm。The thickness of the surface layer is 4 cm.
所述的表面层的橡胶粉通过废旧轮胎制取。The rubber powder of the surface layer is prepared from waste tires.
本实用新型的有益效果在于:The beneficial effects of the present utility model are:
(1)表面层的厚度为4cm,能够满足表面层的承载要求,同时该厚度下入射到材料表面的微波被反射的能量越少。同时掺杂的橡胶粉,由采用的材料由废旧轮胎制取,成本低廉,绿色环保。(1) The thickness of the surface layer is 4cm, which can meet the bearing requirements of the surface layer, and at the same time, the microwave incident on the surface of the material with this thickness is less reflected. At the same time, the doped rubber powder is prepared from waste tires by using materials, which is low in cost and environmentally friendly.
(2)防水粘接层的材料为JS复合防水材料,无毒、无害、无污染、施工简单、工期短,能与下面层及表面层的沥青混合料牢固粘结。(2) The material of the waterproof bonding layer is JS composite waterproof material, which is non-toxic, harmless, non-polluting, simple in construction and short in construction period, and can firmly bond with the asphalt mixture of the underlying layer and the surface layer.
(3)上基层8cm厚的ATB-25沥青稳定碎石与级配碎石下基层组合形成组合式柔性基层,克服原半刚性基层的刚度过大,造成沥青混凝土面层内的剪应力急剧增大,诱发沥青混凝土面层的剪切破坏的缺点,具有较高的抗剪、抗弯拉强度和耐疲劳特性,减缓反射裂缝的发生,有效延长路面的使用寿命。(3) ATB-25 asphalt stabilized gravel with a thickness of 8 cm on the upper base and the graded gravel lower base are combined to form a combined flexible base, which overcomes the excessive rigidity of the original semi-rigid base and causes the shear stress in the asphalt concrete surface to increase sharply. It has the disadvantage of high shear resistance, flexural tensile strength and fatigue resistance, which can slow down the occurrence of reflection cracks and effectively prolong the service life of the pavement.
(4)再生层为20cm的水泥稳定碎石层,充分利用了废弃资源,节省了约30%的原材料,与道路挖除整体大修相比,比投资节约了约10%,时间节约了约80%。(4) The regeneration layer is a 20cm cement-stabilized gravel layer, which makes full use of waste resources and saves about 30% of raw materials. Compared with the overall overhaul of road excavation, it saves about 10% of investment and about 80% of time. %.
与现有技术相比,本发明结构简单,施工简单,所采用的冷再生技术充分利用了原有路面的旧骨料,同时通过从废旧轮胎中制取的橡胶粉使表面层的沥青混合料的吸收微波效率增强,节能环保,经济效益高。Compared with the prior art, the present invention has the advantages of simple structure and simple construction, and the adopted cold recycling technology makes full use of the old aggregates of the original pavement. The microwave absorption efficiency is enhanced, energy saving and environmental protection, and high economic benefits.
附图说明Description of drawings
下面结合附图和实施案例对本实用新型做进一步的说明。The utility model will be further described below in conjunction with the accompanying drawings and implementation cases.
图1为本实用新型的局部剖视结构示意图。Fig. 1 is a partial cross-sectional structural schematic diagram of the utility model.
其中,1底基层,2再生层,3上基层,4下面层,5防水粘接层,6表面层。Among them, 1 base layer, 2 regeneration layer, 3 upper base layer, 4 lower layer, 5 waterproof adhesive layer, 6 surface layer.
具体实施方式Detailed ways
下面结合附图和实施例对本实用新型进一步说明:Below in conjunction with accompanying drawing and embodiment, the utility model is further described:
参见图1。See Figure 1.
本实用新型公开了一种便于微波加热的掺橡胶粉的冷再生沥青路面,包括由上至下依次叠加的底基层1、再生层2、上基层3、下面层4、防水粘接层5、表面层6,下面层4通过防水粘接层5与表面层6连接,表面层6采用掺杂橡胶粉的沥青混合料。The utility model discloses a cold recycled asphalt pavement mixed with rubber powder, which is convenient for microwave heating. The surface layer 6 and the lower layer 4 are connected with the surface layer 6 through the waterproof adhesive layer 5, and the surface layer 6 adopts the asphalt mixture doped with rubber powder.
所述的底基层1的厚度为30cm。The thickness of the base layer 1 is 30 cm.
所述的再生层2采用的是冷再生的水泥稳定碎石;再生层为20cm的水泥稳定碎石层,充分利用了废弃资源,节省了约30%的原材料,与道路挖除整体大修相比,比投资节约了约10%,时间节约了约80%。The said regeneration layer 2 adopts the cement-stabilized gravel of cold regeneration; the regeneration layer is a cement-stabilized gravel layer of 20 cm, which makes full use of waste resources and saves about 30% of raw materials, which is compared with the overall overhaul of road excavation. , saving about 10% of investment and about 80% of time.
所述的上基层3的厚度为8cm;上基层8cm厚的ATB-25沥青稳定碎石与级配碎石下基层组合形成组合式柔性基层,克服原半刚性基层的刚度过大,造成沥青混凝土面层内的剪应力急剧增大,诱发沥青混凝土面层的剪切破坏的缺点,具有较高的抗剪、抗弯拉强度和耐疲劳特性,减缓反射裂缝的发生,有效延长路面的使用寿命。The thickness of the upper base 3 is 8 cm; the ATB-25 asphalt stabilized gravel with a thickness of 8 cm on the upper base is combined with the graded gravel lower base to form a combined flexible base, which overcomes the excessive rigidity of the original semi-rigid base and causes asphalt concrete. The shear stress in the surface layer increases sharply, which induces the shear failure of the asphalt concrete surface layer. It has high shear resistance, flexural tensile strength and fatigue resistance characteristics, slows down the occurrence of reflection cracks, and effectively prolongs the service life of the pavement. .
所述的下面层4的厚度为6cm。The thickness of the lower layer 4 is 6 cm.
所述的防水粘接层5采用的材料为JC复合防水材料;防水粘接层的材料为JS复合防水材料,无毒、无害、无污染、施工简单、工期短,能与下面层及表面层的沥青混合料牢固粘结。The material used for the waterproof adhesive layer 5 is JC composite waterproof material; the material of the waterproof adhesive layer is JS composite waterproof material, which is non-toxic, harmless, non-polluting, simple in construction and short in construction period, and can be compatible with the underlying layer and surface. Layer of asphalt mixture is firmly bonded.
所述的表面层6的厚度为4cm;表面层的厚度为4cm,能够满足表面层的承载要求,同时该厚度下入射到材料表面的微波被反射的能量越少。同时掺杂的橡胶粉,由采用的材料由废旧轮胎制取,成本低廉,绿色环保。The thickness of the surface layer 6 is 4 cm; the thickness of the surface layer is 4 cm, which can meet the bearing requirements of the surface layer, and at the same time, the microwave incident on the surface of the material with this thickness is less reflected. At the same time, the doped rubber powder is prepared from waste tires by using materials, which is low in cost and environmentally friendly.
所述的表面层6的橡胶粉通过废旧轮胎制取。The rubber powder of the surface layer 6 is prepared from waste tires.
请参考图1,本实用新型提供了一种便于微波加热的掺橡胶粉的冷再生沥青路面,包括由上至下依次叠加的底基层1、再生层2、上基层3、下面层防水粘接层5、表面层6。所述底基层1为30cm厚级配碎石,底基层1上部摊铺再生层2,为20cm厚水泥稳定碎石,再生层2上部是上基层3,为8cm厚ATB-25(密集配沥青稳定碎石基层);所述下面层4为6cm厚AC-20C(中粒式沥青混凝土),所述防水粘结层5采用JS复合防水材料,所述表面层6为厚4cm掺杂橡胶粉的沥青混合料。Please refer to FIG. 1 , the utility model provides a cold recycled asphalt pavement mixed with rubber powder that is convenient for microwave heating, including a sub-base layer 1, a regeneration layer 2, an upper base layer 3, and a lower layer that are stacked sequentially from top to bottom. layer 5, surface layer 6. Described sub-base 1 is 30cm thick graded gravel, and the upper part of sub-base 1 is paved with regeneration layer 2, which is 20cm thick cement-stabilized gravel, and the upper part of regeneration layer 2 is upper base 3, which is 8cm thick ATB-25 (intensive distribution of asphalt). Stabilized gravel base); Described lower layer 4 is 6cm thick AC-20C (medium-grain asphalt concrete), described waterproof bonding layer 5 adopts JS composite waterproof material, and described surface layer 6 is thick 4cm doped rubber powder asphalt mixture.
所述底基层1为原路面的级配碎石层。The subbase layer 1 is the graded gravel layer of the original road surface.
所述再生层2是将粉状水泥撒布在再生机前的被再生路面上,再生机经过时可将水泥与被铣刨下来的旧混合料进行拌和、摊铺,最后用压路机压实成型为20cm厚的水泥稳定碎石层。The regeneration layer 2 is to spread the powdered cement on the regenerated road before the regenerator. When the regenerator passes through, the cement and the milled old mixture can be mixed and spread, and finally compacted and formed by a road roller. 20cm thick cement stabilized crushed stone layer.
所述上基层3为8cm厚的ATB-25沥青稳定碎石,其与下基层3组合形成组合式柔性基层,克服原半刚性基层的刚度过大,造成沥青混凝土面层内的剪应力急剧增大,诱发沥青混凝土面层的剪切破坏的缺点,具有较高的抗剪、抗弯拉强度和耐疲劳特性,减缓反射裂缝的发生,有效延长路面的使用寿命。The upper base 3 is 8cm thick ATB-25 asphalt stabilized crushed stone, which is combined with the lower base 3 to form a combined flexible base, which overcomes the excessive rigidity of the original semi-rigid base and causes the shear stress in the asphalt concrete surface to increase sharply. It has the disadvantage of high shear resistance, flexural tensile strength and fatigue resistance, which can slow down the occurrence of reflection cracks and effectively prolong the service life of the pavement.
所述下面层4为路面结构中主要的承重层和应力分散层,为满足其承受荷载较大、材料要求较高的特点,选用6cm厚的AC-20C。The lower layer 4 is the main bearing layer and stress dispersing layer in the pavement structure. In order to meet the characteristics of large load bearing and high material requirements, AC-20C with a thickness of 6 cm is selected.
所述表面层6为4cm厚的AC-13C(细粒式沥青混凝土),其中掺杂橡胶粉,由采用的材料由废旧轮胎制取,成本低廉,绿色环保。The surface layer 6 is AC-13C (fine-grained asphalt concrete) with a thickness of 4 cm, which is doped with rubber powder, and is made from waste tires by using materials, which is low in cost and environmentally friendly.
以上所述仅为本实用新型的实施例,并非因此限制本实用新型的专利范围,凡是利用本实用新型说明书及附图内容所作的等同变换或直接或间接运用在相关的技术领域,均同理包括在本实用新型的专利保护范围内。The above are only the embodiments of the present utility model, and are not intended to limit the scope of the present utility model's patent. Any equivalent transformation made by using the contents of the present utility model description and accompanying drawings or directly or indirectly applied in the relevant technical fields are the same. Included in the scope of patent protection of the present invention.
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