CN104805750B - Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition - Google Patents
Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition Download PDFInfo
- Publication number
- CN104805750B CN104805750B CN201510146860.0A CN201510146860A CN104805750B CN 104805750 B CN104805750 B CN 104805750B CN 201510146860 A CN201510146860 A CN 201510146860A CN 104805750 B CN104805750 B CN 104805750B
- Authority
- CN
- China
- Prior art keywords
- reverse structure
- composite anti
- heavy
- traffic conditions
- reverse
- 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.)
- Expired - Fee Related
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims description 12
- 150000001875 compounds Chemical class 0.000 title 1
- 239000010410 layer Substances 0.000 claims abstract description 53
- 239000000463 material Substances 0.000 claims abstract description 49
- 239000002131 composite material Substances 0.000 claims abstract description 48
- 239000012945 sealing adhesive Substances 0.000 claims abstract description 16
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 9
- 239000010426 asphalt Substances 0.000 claims description 29
- 239000004568 cement Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 12
- 239000002344 surface layer Substances 0.000 claims description 11
- 238000002844 melting Methods 0.000 claims description 9
- 230000008018 melting Effects 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 4
- 239000004917 carbon fiber Substances 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 4
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 11
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 230000002265 prevention Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 10
- 238000005260 corrosion Methods 0.000 description 7
- 239000000203 mixture Substances 0.000 description 7
- 239000012790 adhesive layer Substances 0.000 description 6
- 239000004746 geotextile Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 229920001971 elastomer Polymers 0.000 description 3
- 230000002159 abnormal effect Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 229920002635 polyurethane Polymers 0.000 description 2
- 239000004814 polyurethane Substances 0.000 description 2
- 235000012424 soybean oil Nutrition 0.000 description 2
- 239000003549 soybean oil Substances 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000003667 anti-reflective effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229920006333 epoxy cement Polymers 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035772 mutation Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000001028 reflection method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229920002545 silicone oil Polymers 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000003981 vehicle Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
本发明属于路面反射裂缝的防治技术领域,适用于重载交通条件的复合型防反结构,位于水泥混凝土基层和沥青面层之间,包括高抗拉材料层,以及将高抗拉材料层整体包裹的密封粘附层,高抗拉材料层为不锈钢丝网,密封粘附层为HZ/ZD‑4缩嵌缝材料层,该复合型防反结构加筋效果好、防反性能高、质量可控,在重载交通条件下防反效果出色。本发明还公开了上述复合型防反结构的制造方法和应用。
The invention belongs to the technical field of prevention and treatment of reflective cracks on road surfaces, and is a composite anti-reverse structure suitable for heavy-duty traffic conditions. The wrapped sealing adhesive layer, the high tensile material layer is stainless steel wire mesh, and the sealing adhesive layer is HZ/ZD‑4 shrinkage caulking material layer. This composite anti-reverse structure has good reinforcement effect, high anti-reverse performance and high quality. Controllable, excellent anti-reverse effect in heavy traffic conditions. The invention also discloses a manufacturing method and application of the composite anti-reverse structure.
Description
技术领域technical field
本发明属于路面反射裂缝的防治技术领域。The invention belongs to the technical field of prevention and treatment of reflective cracks on road surfaces.
背景技术Background technique
复合式路面是采用水泥混凝土面板作为刚性基层,其上铺筑沥青混合料柔性面层,具有耐久性好、承载能力高、行车舒适、噪音小的优点。但是由于水泥混凝土和沥青混合料的材料存在差异,水泥混凝土的弹性模量通常是沥青混合料的15~20倍,致使二者在荷载应力和温度应力作用下所表现出来的应力、应变特性不同,在温湿度变化或者行车荷载下易产生裂缝,并扩大至面层使得面层开裂,这面层上的裂缝被称为反射裂缝,是半刚性路面和刚性路面的主要道路危害之一。The composite pavement uses the cement concrete panel as the rigid base, and the asphalt mixture flexible surface layer is paved on it, which has the advantages of good durability, high bearing capacity, comfortable driving and low noise. However, due to the differences in the materials of cement concrete and asphalt mixture, the elastic modulus of cement concrete is usually 15 to 20 times that of asphalt mixture, resulting in different stress and strain characteristics of the two under the action of load stress and temperature stress. , Cracks are easy to occur under temperature and humidity changes or driving loads, and expand to the surface layer to make the surface layer crack. The cracks on this surface layer are called reflective cracks, which are one of the main road hazards of semi-rigid pavement and rigid pavement.
为了防止反射裂缝的出现,自上世纪60年代以来,各国学者和工程界人士围绕反射裂缝问题展开了大量的试验研究,并已研发出多种防反技术用来延缓或防治反射裂缝,现在主要使用的防反方法包括:①加铺土工布及格栅作为防治反射裂缝层;②加铺橡胶沥青 - 碎石隔离层作为防治反射裂缝层。In order to prevent the occurrence of reflective cracks, since the 1960s, scholars and engineering professionals from various countries have carried out a large number of experimental studies on the problem of reflective cracks, and have developed a variety of anti-reflective technologies to delay or prevent reflective cracks. The anti-reflection methods used include: ① add geotextile and grid as the anti-reflection crack layer; ② add rubber asphalt-gravel isolation layer as the anti-reflection crack layer.
上述两种方法的缺点在于:①土工布及格栅的抗拉伸性强度通常只有25~50kN/m,在受拉状态下容易被拉断,加筋作用不明显,甚至在施工过程中部分土工布及土工格栅已被拉断,后期防裂性能明显下降,达不到预期防反效果,而且当施工缝较大或水泥混凝土板表面平整度达不到要求时,土工布及土工格栅等弱加筋材料在施工过程中容易被尖锐碎石刺破,防反性能较低。②橡胶沥青-碎石隔离层需要在施工现场现浇现用,碎石的洁净程度、橡胶沥青撒布量等都会对层间粘结性能和路面防反性能产生较大影响,质量难以控制。The disadvantages of the above two methods are: ①The tensile strength of geotextiles and grids is usually only 25~50kN/m, which are easy to be broken under tension, and the effect of reinforcement is not obvious, and even partly The geotextile and geogrid have been pulled off, and the anti-crack performance in the later stage has declined significantly, and the expected anti-reverse effect cannot be achieved. Moreover, when the construction joints are large or the surface flatness of the cement concrete slab cannot meet the requirements, the geotextile and geogrid Weakly reinforced materials such as grids are easily punctured by sharp gravel during construction, and their anti-reverse performance is low. ②The rubber asphalt-gravel isolation layer needs to be cast and used at the construction site. The cleanliness of the gravel and the amount of rubber asphalt spreading will have a great impact on the interlayer bonding performance and the anti-reflection performance of the road surface, and the quality is difficult to control.
值得注意的是,近年来随着公路交通量和汽车轴载量的不断增加,超载超限运输屡禁不止,实际上全国各省市主干道均有不同程度的超载,在这种重载交通条件下会上述两种传统防反方法的防反效果更差,很难达到路用要求。It is worth noting that in recent years, with the continuous increase of highway traffic volume and vehicle axle load, overloaded and overrun transportation has been repeatedly prohibited. The anti-reverse effects of the above two traditional anti-reverse methods are even worse, and it is difficult to meet road use requirements.
发明内容Contents of the invention
本发明意在提供一种加筋效果好、防反性能高、质量可控的适用于重载交通条件的复合型防反结构。The invention intends to provide a composite anti-reverse structure suitable for heavy-duty traffic conditions with good reinforcement effect, high anti-reverse performance and controllable quality.
专利方案:适用于重载交通条件的复合型防反结构,设置于水泥混凝土基层上,包括高抗拉材料层,以及将高抗拉材料层整体包裹的密封粘附层。Patent solution: Composite anti-reverse structure suitable for heavy-duty traffic conditions, set on the cement concrete base, including a high-tensile material layer, and a sealing adhesive layer that wraps the high-tensile material layer as a whole.
本专利的有益效果为:①本发明中的高抗拉材料层的抗拉伸强度(横向或纵向)高达200kN/m,不易断裂,具有强加筋作用;②高抗拉材料极强的抗拉伸强度使得本复合型防反结构具有较高的限制变形能力(即延伸率低),即使前期路面出现微裂缝,该防反结构同样能限制裂缝的进一步扩展;③ 密封粘附层粘附并将高抗拉材料层整体包裹,避免了环境中的空气、水分、污物等接触高抗拉材料层,防止高抗拉材料层被氧化或被腐蚀,另外,密封粘附层具有一定的韧性,提高了复合型防反结构与上、下界面层(上界面层指沥青面层,下界面层指水泥混凝土基层)的粘结性能。 ④本复合型防反结构在工厂批量制造,节约了现场施工时间,产品本身质量不受道路现场施工环境影响,提高了产品质量可控性。The beneficial effects of this patent are: ①The tensile strength (horizontal or longitudinal) of the high-tensile material layer in the present invention is as high as 200kN/m, not easy to break, and has a strong reinforcing effect; ②The high-tensile material layer has extremely strong tensile strength The tensile strength makes this composite anti-reverse structure have a high ability to limit deformation (that is, low elongation). Even if there are micro-cracks on the road surface in the early stage, the anti-reverse structure can also limit the further expansion of cracks; ③ The sealing adhesive layer adheres and Wrap the high-tensile material layer as a whole, avoiding the air, moisture, dirt, etc. in the environment from contacting the high-tensile material layer, preventing the high-tensile material layer from being oxidized or corroded. In addition, the sealing adhesive layer has a certain toughness , which improves the bonding performance between the composite anti-reverse structure and the upper and lower interface layers (the upper interface layer refers to the asphalt surface layer, and the lower interface layer refers to the cement concrete base). ④The composite anti-reverse structure is mass-produced in the factory, which saves on-site construction time, and the quality of the product itself is not affected by the road site construction environment, which improves the controllability of product quality.
进一步地,高抗拉材料层和密封粘附层的熔融温度均大于沥青面层的熔融温度,防止本复合型防反结构在施工过程中(施工时沥青面层的温度较高)发生异变,如出现卷曲、凹陷、坑洞等。Furthermore, the melting temperature of the high-tensile material layer and the sealing adhesive layer are both higher than the melting temperature of the asphalt pavement, so as to prevent the composite anti-reverse structure from changing during construction (the temperature of the asphalt pavement is relatively high during construction). , such as curls, depressions, potholes, etc.
进一步地,所述高抗拉材料层为不锈钢丝网或镀锌铁网或高强碳纤维网或高强塑料网,均具有高抗拉特性,视实际情况选择。Further, the high-tensile material layer is stainless steel wire mesh or galvanized iron mesh or high-strength carbon fiber mesh or high-strength plastic mesh, all of which have high tensile properties, and can be selected according to actual conditions.
进一步地,所述密封粘附层为HZ/ZD-4缩嵌缝材料层或防腐胶层,选择HZ/ZD-4缩嵌缝材料层(常温呈液态,遇空气固化),首先可在常温下施工,无需加热,即配即用,施工十分方便,其次,HZ/ZD-4缩嵌缝材料常温下流动性好,渗入性强,与高抗拉材料层的粘附效果佳;再次,HZ/ZD-4缩嵌缝材料固化后致密性高,可有效地保护内部高抗拉材料层,防止高抗拉材料层氧化或者腐蚀,值得注意的是,HZ/ZD-4缩嵌缝材料固化后韧性较高,吸收应力的效果较佳;选择防腐胶层,防腐胶液态时流动性也较高,与高抗拉材料层的粘附效果较佳,防腐胶固化后致密性和韧性也较高。Further, the sealing adhesive layer is a HZ/ZD-4 shrinkage caulking material layer or an anti-corrosion adhesive layer, and the HZ/ZD-4 shrinkage caulking material layer (which is liquid at room temperature and solidifies in air) is selected. It is easy to construct without heating, ready to use, and the construction is very convenient. Secondly, the HZ/ZD-4 shrinkage caulking material has good fluidity at room temperature, strong penetration, and good adhesion to the high tensile material layer; thirdly, HZ/ZD-4 shrinkage caulking material has high density after curing, which can effectively protect the inner high tensile material layer and prevent oxidation or corrosion of the high tensile material layer. It is worth noting that HZ/ZD-4 shrinkage caulking material After curing, the toughness is higher, and the effect of absorbing stress is better; if the anti-corrosion adhesive layer is selected, the fluidity of the anti-corrosion adhesive is also high in liquid state, and the adhesion effect with the high-tensile material layer is better, and the density and toughness of the anti-corrosion adhesive after curing are also good higher.
进一步地,由于沥青混合料的最高温度为210℃(高于210℃为废料),高抗拉材料层和密封粘附层的熔融温度大于230℃,可避免在加铺沥青面层(由沥青混合料制成)时发生异变。Furthermore, since the maximum temperature of asphalt mixture is 210°C (higher than 210°C is waste), the melting temperature of the high tensile material layer and the sealing adhesive layer is greater than 230°C, which can avoid The mutation occurs when the mixture is made).
本发明还提供了一种适用于重载交通条件的复合型防反结构的应用。The invention also provides the application of a composite anti-reverse structure suitable for heavy-duty traffic conditions.
专利方案:一种适用于重载交通条件的复合型防反结构的应用,将上述复合型防反结构底面与水泥混凝土基层粘接,再在复合型防反结构顶面上加铺沥青面层。Patent solution: An application of a composite anti-reverse structure suitable for heavy-duty traffic conditions. The bottom surface of the composite anti-reverse structure is bonded to the cement concrete base, and then an asphalt surface layer is added on the top surface of the composite anti-reverse structure. .
有益效果:复合型防反结构在工厂制造完毕后运送至现场,该复合型防反结构直接粘接在水泥混凝土基层上,再用沥青面层铺筑,这样防反层无需在施工现场制造,复合型防反结构本身质量不受道路现场施工环境影响,产品的质量统一可控;另外,该复合型防反结构延伸率低,限制变形能力极强,即使初期产生微裂缝也可限制裂缝的进步扩展,防反效果较好。Beneficial effects: the composite anti-reverse structure is transported to the site after the factory is manufactured, the composite anti-reverse structure is directly bonded to the cement concrete base, and then paved with asphalt surface, so that the anti-reverse layer does not need to be manufactured at the construction site, The quality of the composite anti-reverse structure itself is not affected by the construction environment of the road site, and the quality of the product is uniform and controllable; in addition, the composite anti-reverse structure has a low elongation rate and a strong ability to limit deformation. Progressive expansion, better anti-reverse effect.
进一步地,复合型防反结构通过聚氨酯胶粘剂或环氧类胶结料或热沥青或高粘度乳化沥青与水泥混凝土基层粘接。Further, the composite anti-reverse structure is bonded to the cement concrete base by polyurethane adhesive or epoxy binder or hot asphalt or high-viscosity emulsified asphalt.
本发明还提供了一种加筋效果好、防反性能高、质量可控的适用于重载交通条件的复合型防反结构的制造方法。The invention also provides a method for manufacturing a composite anti-reverse structure suitable for heavy-duty traffic conditions with good reinforcement effect, high anti-reverse performance and controllable quality.
专利方案:适用于重载交通条件的复合型防反结构的制造方法,包括如下步骤:Patent solution: a method for manufacturing a composite anti-reverse structure suitable for heavy-duty traffic conditions, including the following steps:
①根据厚度要求定制成型模具;① Customize the forming mold according to the thickness requirement;
②在模具内表面涂刷隔离剂;② Brush the release agent on the inner surface of the mold;
③将高抗拉材料层放置在模具边槽内;③ Place the high tensile material layer in the side groove of the mold;
④浇灌液态的密封粘附材料,待其完全包裹高抗拉材料层,形成密封粘附层;高抗拉材料层和密封粘附层的熔融温度均大于沥青面层的熔融温度;④ Pour the liquid sealing adhesive material until it completely wraps the high-tensile material layer to form a sealing adhesive layer; the melting temperature of the high-tensile material layer and the sealing adhesive layer are both higher than the melting temperature of the asphalt surface layer;
⑤静置4h脱模,完成该复合型防反结构的制造。⑤Let it stand for 4 hours to demould, and complete the manufacture of the composite anti-reverse structure.
有益效果:液态的密封粘附材料浇灌至模具中,将高抗拉材料完全包裹,使得高抗拉材料层与外部环境隔绝开来,凝固硬化后形成本复合型防反结构,该方法保证了高强加筋材料在内部不被腐蚀或氧化。高抗拉材料层和密封粘附层的熔融温度大于230℃,可避免在加铺沥青面层(由沥青混合料制成)时发生异变。Beneficial effects: the liquid sealing adhesive material is poured into the mold, and the high-tensile material is completely wrapped, so that the high-tensile material layer is isolated from the external environment, and the composite anti-reverse structure is formed after solidification and hardening. This method ensures High-strength reinforcement materials are not corroded or oxidized internally. The melting temperature of the high-tensile material layer and the sealing adhesive layer is greater than 230°C, which can avoid abnormal deformation when laying the asphalt surface layer (made of asphalt mixture).
进一步地,密封粘附材料为HZ/ZD-4缩嵌缝材料,液态的HZ/ZD-4缩嵌缝材料常温下与空气接触会快速固化,形成密封粘附层。Further, the sealing and adhesive material is HZ/ZD-4 shrinkage caulking material, and the liquid HZ/ZD-4 shrinkage caulking material will quickly solidify in contact with air at normal temperature to form a sealing and adhesive layer.
进一步地,复合型防反结构的厚度为3mm,能满足普通沥青路面以及重载交通条件下沥青路面的防反性能要求。Furthermore, the composite anti-reverse structure has a thickness of 3mm, which can meet the anti-reverse performance requirements of ordinary asphalt pavement and asphalt pavement under heavy traffic conditions.
进一步地,为了复合型防反结构的美观,隔离剂为无色透明类隔离剂,如透明大豆油、硅油、硅脂等。Furthermore, for the aesthetics of the composite anti-reverse structure, the release agent is a colorless and transparent release agent, such as transparent soybean oil, silicone oil, silicone grease, etc.
附图说明Description of drawings
图1为本发明适用于重载交通条件的复合型防反结构的结构示意图。Fig. 1 is a structural schematic diagram of the composite anti-reverse structure suitable for heavy-duty traffic conditions according to the present invention.
具体实施方式detailed description
下面通过具体实施方式对本发明作进一步详细的说明:The present invention will be described in further detail below by means of specific embodiments:
实施例1Example 1
适用于重载交通条件的复合型防反结构,基本如图1所示:适用于重载交通条件的复合型防反结构位于水泥混凝土基层和沥青面层之间,包括不锈钢丝网2,以及将不锈钢丝网2整体包裹的HZ/ZD-4缩嵌缝材料层1。The composite anti-reverse structure suitable for heavy-duty traffic conditions is basically shown in Figure 1: the composite anti-reverse structure suitable for heavy-duty traffic conditions is located between the cement concrete base and the asphalt surface, including stainless steel wire mesh 2, and The HZ/ZD-4 shrinkage caulking material layer 1 that wraps the stainless steel wire mesh 2 as a whole.
本实施例公开的复合型防反结构的柔韧性极好,绕中轴弯折180°不会发生变形破坏。The composite anti-reverse structure disclosed in this embodiment has excellent flexibility, and no deformation or damage will occur when it is bent 180° around the central axis.
本实施例中的HZ/ZD-4缩嵌缝材料层1可以替换为防腐胶层,不锈钢丝网2可以替换成镀锌铁网或高强碳纤维网或高强塑料网。上述复合型防反结构采用的材料如HZ/ZD-4缩嵌缝材料层、防腐胶层、不锈钢丝网、镀锌铁网、高强碳纤维网、高强塑料网的熔融温度均大于230℃,可以防止本复合型防反结构在加铺沥青面层时发生异变,如出现卷曲、凹陷、坑洞等。The HZ/ZD-4 shrinkage caulking material layer 1 in this embodiment can be replaced by an anti-corrosion adhesive layer, and the stainless steel wire mesh 2 can be replaced by a galvanized iron mesh or a high-strength carbon fiber mesh or a high-strength plastic mesh. The materials used in the above-mentioned composite anti-reverse structure, such as HZ/ZD-4 shrinkage caulking material layer, anti-corrosion adhesive layer, stainless steel wire mesh, galvanized iron mesh, high-strength carbon fiber mesh, and high-strength plastic mesh, have melting temperatures greater than 230°C, which can prevent this When the composite anti-reverse structure is paved with asphalt surface, abnormal changes occur, such as curls, depressions, potholes, etc.
实施例2Example 2
适用于重载交通条件的复合型防反结构的应用:使用聚氨酯胶粘剂(或环氧类胶结料或热沥青或高粘度乳化沥青)将实施例1中的复合型防反结构底面粘接于水泥混凝土基层上,再在该复合型防反结构顶面加铺沥青面层。Application of composite anti-reverse structure suitable for heavy-duty traffic conditions: use polyurethane adhesive (or epoxy cement or hot asphalt or high-viscosity emulsified asphalt) to bond the bottom surface of the composite anti-reverse structure in Example 1 to cement On the concrete base, the asphalt surface layer is added on the top surface of the composite anti-reverse structure.
实施例3Example 3
一种适用于重载交通条件的复合型防反结构的制造方法,包括如下步骤:A method for manufacturing a composite anti-reverse structure suitable for heavy-duty traffic conditions, comprising the following steps:
①根据厚度要求定制成型模具;① Customize the forming mold according to the thickness requirement;
②在模具内表面涂刷透明大豆油;② Brush transparent soybean oil on the inner surface of the mold;
③将不锈钢丝网放置在模具边槽内;③ Place the stainless steel wire mesh in the side groove of the mold;
④常温下向模具边槽浇灌HZ/ZD-4缩嵌缝材料,使其完全包裹粘附在不锈钢丝网上,形成密封粘附层。HZ/ZD-4缩嵌缝材料的固化原理为:HZ/ZD-4缩嵌缝材料密封于塑料桶,常温(25℃左右)下呈流动状态,当遇空气时会发生固化反应。④ Pour HZ/ZD-4 shrinkage caulking material into the side groove of the mold at room temperature, so that it is completely wrapped and adhered to the stainless steel wire mesh to form a sealed adhesive layer. The curing principle of HZ/ZD-4 shrinkage caulking material is: HZ/ZD-4 shrinkage caulking material is sealed in a plastic bucket, and it is in a fluid state at room temperature (about 25°C), and it will cure when it meets air.
⑤静置4h脱模,完成该复合型防反结构的制造,复合型防反结构的最终厚度为3mm。⑤Stay for 4 hours to demould, and complete the manufacture of the composite anti-reverse structure, the final thickness of the composite anti-reverse structure is 3mm.
注:本说明书中“复合型防反结构”为“适用于重载交通条件的复合型防反结构”的简称。“热沥青”指代加热呈熔融状态(约130℃)的普通沥青。 “沥青面层”采用热沥青、碎石和填充料(如矿粉)组成的沥青混合料制成,最高温度约为210℃。“防反层”是“防治反射裂缝层”的简称。Note: "composite anti-reverse structure" in this manual is the abbreviation of "composite anti-reverse structure suitable for heavy-duty traffic conditions". "Hot asphalt" refers to ordinary asphalt heated to a molten state (about 130°C). The "asphalt pavement" is made of asphalt mixture composed of hot asphalt, crushed stone and filler (such as mineral powder), and the maximum temperature is about 210°C. "Anti-reflection layer" is the abbreviation of "anti-reflection crack layer".
以上所述的仅是本发明的实施例,方案中公知的具体结构及特性、基础方法等常识在此未作过多描述。应当指出,对于本领域的技术人员来说,在不脱离本发明结构的前提下,还可以作出若干变形和改进,这些也应该视为本发明的保护范围,这些都不会影响本发明实施的效果和专利的实用性。本申请要求的保护范围应当以其权利要求的内容为准,说明书中的具体实施方式等记载可以用于解释权利要求的内容。What has been described above is only an embodiment of the present invention, and common knowledge such as specific structures, characteristics, and basic methods known in the scheme will not be described here too much. It should be pointed out that for those skilled in the art, under the premise of not departing from the structure of the present invention, several modifications and improvements can also be made, and these should also be regarded as the protection scope of the present invention, and these will not affect the implementation of the present invention. Effects and utility of patents. The scope of protection required by this application shall be based on the content of the claims, and the specific implementation methods and other records in the specification may be used to interpret the content of the claims.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510146860.0A CN104805750B (en) | 2015-03-31 | 2015-03-31 | Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510146860.0A CN104805750B (en) | 2015-03-31 | 2015-03-31 | Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104805750A CN104805750A (en) | 2015-07-29 |
CN104805750B true CN104805750B (en) | 2017-06-13 |
Family
ID=53690919
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510146860.0A Expired - Fee Related CN104805750B (en) | 2015-03-31 | 2015-03-31 | Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104805750B (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201003136Y (en) * | 2006-11-28 | 2008-01-09 | 谷印忠 | A base frame for laying asphalt concrete pavement |
CN101597878A (en) * | 2009-06-26 | 2009-12-09 | 华南理工大学 | Composite pavement structure and pavement method thereof |
CN202247583U (en) * | 2011-07-04 | 2012-05-30 | 陈化日 | Pavement structure of steel beam bridge floor |
CN102505604A (en) * | 2011-11-18 | 2012-06-20 | 北京工业大学 | Anti-cracking interlayer for asphalt pavement |
CN203411877U (en) * | 2013-04-10 | 2014-01-29 | 山东科技大学 | Novel pavement |
CN204644821U (en) * | 2015-03-31 | 2015-09-16 | 招商局重庆交通科研设计院有限公司 | Be applicable to the compound anti-antistructure of Heavy Traffic condition |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100476132B1 (en) * | 1999-12-17 | 2005-03-15 | 미쓰이 가가쿠 가부시키가이샤 | Road reinforcing sheet, structure of asphalt reinforced pavement and method for paving road |
-
2015
- 2015-03-31 CN CN201510146860.0A patent/CN104805750B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201003136Y (en) * | 2006-11-28 | 2008-01-09 | 谷印忠 | A base frame for laying asphalt concrete pavement |
CN101597878A (en) * | 2009-06-26 | 2009-12-09 | 华南理工大学 | Composite pavement structure and pavement method thereof |
CN202247583U (en) * | 2011-07-04 | 2012-05-30 | 陈化日 | Pavement structure of steel beam bridge floor |
CN102505604A (en) * | 2011-11-18 | 2012-06-20 | 北京工业大学 | Anti-cracking interlayer for asphalt pavement |
CN203411877U (en) * | 2013-04-10 | 2014-01-29 | 山东科技大学 | Novel pavement |
CN204644821U (en) * | 2015-03-31 | 2015-09-16 | 招商局重庆交通科研设计院有限公司 | Be applicable to the compound anti-antistructure of Heavy Traffic condition |
Non-Patent Citations (1)
Title |
---|
《沥青加铺层夹层材料抗反射裂缝性能研究》;王选仓;《建筑材料学报》;20100430;第13卷(第2期);第247-252、271页 * |
Also Published As
Publication number | Publication date |
---|---|
CN104805750A (en) | 2015-07-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9783940B2 (en) | Structure and method of pavement on steel deck bridge | |
CN201924254U (en) | Novel expansion joint structure for continuously reinforced concrete composite road surface | |
CN101368368B (en) | A pavement method for anti-movement composite structure of long-span steel box girder bridge deck | |
CN204370308U (en) | The ultra-thin composite paved Rotating fields of a kind of Steel Bridge Deck polymer | |
CN202323615U (en) | Steel bridge road surface pavement structure | |
CN105970761B (en) | One-step paving type heavy traffic asphalt pavement structure and construction method | |
CN104278630B (en) | A kind of high stability height antivibration performance steel box girder bridge floor paving layer | |
HK1223991A1 (en) | Patch and method for repairing asphalt pavement | |
CN102225855B (en) | Wear-resistant, noise-reducing and heat-insulating modified emulsified asphalt mortar coating | |
CN106436525B (en) | A kind of old concrete road surface inhibits the composite construction and remodeling method of reflection crack | |
CN106638294A (en) | Steel bridge deck pavement structure | |
CN103382699B (en) | Construction method for bridge deck pavement layer on steel bridge | |
CN103255713B (en) | A kind of cement concrete bridge floor composite pavement structure | |
CN206828962U (en) | A kind of high shear Rut resistance deck installation structure | |
CN211848904U (en) | Compound pouring type pavement structure | |
CN103696366B (en) | Pavement structure and pavement method of combined steel bridge deck | |
CN103924495A (en) | Small and medium-sized steel bridge deck pavement system and implementation method | |
KR20190083440A (en) | Road paving method | |
CN104314003A (en) | Long-life reinforcing mesh flexible fiber reinforced concrete bridge deck pavement structure | |
CN111304994B (en) | Semi-flexible functional combined structure recovery layer applied to asphalt pavement maintenance | |
CN104805750B (en) | Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition | |
CN204644821U (en) | Be applicable to the compound anti-antistructure of Heavy Traffic condition | |
CN204780555U (en) | Structure that repaired in bituminous paving hole groove | |
CN201236314Y (en) | Water discharge protective bridge deck paving structure | |
CN113235423B (en) | Fatigue-resistant and anti-rutting steel bridge deck paving structure and paving method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
EXSB | Decision made by sipo to initiate substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170613 Termination date: 20200331 |