• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Pavement and security system that includes it. The present invention relates to a pavement comprising aggregates, a binder and metal particles, in which the metal particles are in different proportions, so that said pavement comprises at least two areas in which the content of metal particles is different , so that a sensor located in a vehicle can identify the area of the pavement on which it is located. In addition, the presence of these metallic particles could contribute to improve the mechanical strength of these infrastructures, so that they can offer a longer service life. Another object of the invention is a road safety system comprising said pavement and a metal particle sensor located in a mobile element.
    公开号:ES2654425A1
    申请号:ES201631096
    申请日:2016-08-12
    公开日:2018-02-13
    发明作者:Fernando MORENO NAVARRO；Guillermo IGLESIAS SALTO；María Del Carmen RUBIO GÁMEZ
    申请人:Universidad de Granada；
    IPC主号:
    专利说明:

    PAVEMENT AND SECURITY SYSTEM THAT UNDERSTANDS IT
    5 The present invention relates to a pavement with different particle contentsMetallic and that can be used in road construction. The particlesMetals have the ability to interact with a sensor placed on a mobile element,thus offering information about the condition of the pavement (composition, speed ofcirculation, risk areas, etc.), in a way that improves road safety and facilitates
    10 autonomous car circulation. In addition, the presence of these metallic particles could contribute to improve the mechanical resistance of these infrastructures and thus offer a longer lasting service life.
    Background of the invention
    15 In recent years, in the civil engineering sector and more specifically in the area of pavements for roads, ports, airports, streets, parking lots, etc., research has focused on developments that not only allow these pavements of bearing capacity and mechanical resistance, but in turn provide some
    20 another feature that gives them added value such as, for example, the production of electric power, self-repairing or guided vehicles, among others.
    The progress made in the automotive industry and the arrival of self-manned vehicles has caused road pavements to adapt to these developments. So,
    25 new pavements must interact with the vehicle trying to provide as much information as possible. Among these advances, the investigations carried out around technologies that allow the exchange of information with the user can be highlighted.
    In relation to the technologies associated with the self-guidance of vehicles, there is a wide variety of applications such as satellite georeferencing systems, camera guidance systems, such as those described in US9196048 and US5790243, guidance systems by capacitive methods described in application US20020190728 or, more recently, in application US20160132705 where it is developed
    35 a method for guiding autonomous vehicles.


    In the patent application PCT / US02 / 36302 a pavement composed of a matrix of magnetic particles for use in vehicle guidance is described. Also these guidance applications are described in US3609678 and US3714625. According
    5 the aforementioned patents, a magnetic field sensor must be installed in the vehicle and it can generate an electrical signal that can be detected.
    In spite of the cited documents, it is necessary to develop new pavements with different metal particle contents so that a simple detector of
    10 metallic particles incorporated into vehicles or any other transport system, be able to identify and decipher the information (depending on the quantity and distribution of particles that the pavement possesses) and make the vehicle act accordingly.
    BRIEF DESCRIPTION OF THE INVENTION
    With the pavement of the invention, inconveniences of other pavements are resolved, additionally presenting other advantages that will be described later. Specifically, the floor of the invention contains metal particles, in different concentrations, located in different areas thereof.
    Thus, a first aspect of the invention relates to a pavement including aggregates, a binder and metal particles, where the metal particles are in a weight range between 0.1% and 20% with respect to to the total weight of said aggregates and of the binder (p / pT), which has at least two differentiated areas
    25 which differ in their content of metal particles, the content of metal particles being at least 0.2% greater in one area than the other.
    The proposed pavement can contribute directly to the development of auto vehicles
    30 manned (delimiting the areas where to circulate or the speed of movement of the vehicles), as well as improving road safety (notifying the driver when leaving the lane or when driving at a higher speed than allowed by the road). The economic benefits of this type of flooring are multiple. The pavement-vehicle information exchange will provide safer roads that reduce the number of
    35 accidents and therefore the economic and social costs associated with them. Of the same


    shape, you can provide intelligent port pavements capable of guiding cranes andautomated equipment; airport pavements that determine areas ofsection, transit and takeoff (preventing planes from being in areas wheremay bother others), etc. In the same way, this technology will serve to5 auscultation of defects in the pavement, so as to optimize the actions ofconservation. As vehicles pass, the pavement will wear out andboth the concentration of particles will decrease, so the intensity detectedIt will be smaller. In this way, an inspection vehicle that knows the original codingof the pavement can quantify the state of deterioration of the road in real time. By way of
    10 example, so that the detection of a signal intensity lower than expected can be used as an indicator of deterioration or the need for pavement replacement. As an example, if the vehicle detects an intensity equivalent to 3% of particles, in an area that must contain 5% of particles, it may be an indicator of the need for pavement replacement.
    Thus, a second aspect of the invention relates to a road safety system comprising:
     A floor according to the invention and  A metal particle sensor located on a mobile element that moves 20 on the floor.
    The last aspect of the invention relates to the floor of the invention for use on roads.
    25 BRIEF DESCRIPTION OF THE DRAWINGS
    For a better understanding of how much has been exposed, some drawings are attached in which, schematically and only by way of non-limiting example, a practical case of realization is represented.
    30 Figure 1 .- (A) represents the standardized signals obtained for different metal fiber contents in the pavement for a sensor pass. (B) represents a detail of the graph.
    35 Figure 2.- Represents the normalized signals obtained for two pass speeds


    of the sensor. Speed 2 is twice the speed 1.
    Figure 3.- Shows two normalized signals obtained by a sensor when passing over apavement in which the amount of metal particles and the speed of the5 sensor are the same, but the height of the sensor changes. Height 2 is five times height 1.
    Figure 4.- Shows the normalized signals obtained for different levels of metal particle concentration, for repeated passes of the sensor back and forth. (C) represents the normalized signal for particles with concentrations of
    10 NFU fibers of 15%, 10%, 7%, 5% and 1%, while (D) represents those signals for particles with NFU fiber concentrations of 1%, 0.6%, 0.4% and 0.2%.
    Figure 5.- Shows the normalized signals obtained for different levels of metal particle content, ordered as 0.4%, 1% and 10%, for repeated passes of the
    15 sensor forward and backward.
    Figure 6.- Shows the normalized signals obtained for different levels of metal particle content, ordered as 1%, 0.4% and 10% for repeated passes of the sensor back and forth.
    20 Figure 7.-Shows the normalized signals obtained for different levels of metal particle content, ordered as 1%, 10% and 0%, for repeated passes of the sensor, forward and backward.
    25 DETAILED DESCRIPTION OF THE INVENTION
    In the present invention, "binder" is understood as a composition that allows agglomerating different elements to form a more resistant mixture.
    In the present invention, "metal particles" means any particle of metallic composition, regardless of its shape, diameter or dimensions, whether obtained as a raw material, or from another reusable material or industrial by-product such as steel waste and metallurgy. These metal particles have a poly-dispersed size distribution, whose geometric shapes range from solid spheres
    35 of a radius greater than one nanometer to the so-called metal slags or slags


    Steelworks obtained from the processes of the metallurgical and steel industry that have random sizes and shapes.
    In the present invention, "(p / pT)" means the weight of metal particles with respect to5 total weight which, in turn, is the weight of the aggregates plus the weight of the binder.
    In this context, in a first aspect, the invention relates to a pavement, "pavement of the invention", among which they comprise aggregates, a binder and metal particles where the metal particles are in a weight range between a
    10 0.1% and 20% with respect to the total weight of said aggregates and the binder (p / pT), which has at least two differentiated areas that differ in the content of metal particles, at least 0.2% greater in one area than the other expressed in total weight / weight of aggregates and binder (p / pT).
    15 The incorporation of the metallic particles to the pavement may be carried out during the fabrication of the pavement (adding the particles as a modifier or component of the material), or by extending them later on the pavement (in the form of a spray or as loose materials scattered on the surface), in which case a thin layer of the aggregate mixture with the binder must be placed on them to protect them.
    20 Modifying the pavements with metallic particles gives them special resistance properties, increasing their bearing capacity and resistance to pathologies such as cracking or plastic deformations.
    Due to the presence of metal particles, the floor of the invention is capable of sending information to a sensor or detector of metal particles directly, without interference. In addition, since the interaction is direct between the sensor and the pavement and does not depend on any satellite, the signal cannot be reconfigured, altered or modified by third parties once the pavement has been configured. Common examples of
    30 sensors or metal particle detectors are metal detectors, and in particular pipe detectors or cable detectors.
    In a preferred embodiment, the metal particles are magnetic, magnetizable, ferromagnetic or ferrimagnetic. In a particular materialization, they are selected from:


    iron, cobalt, nickel or alloy particles containing any of said elements in any proportion, of magnetite, cobalt ferrite (CoO.Fe2O3), nickel ferrite (NiO.Fe2O3), barium ferrite ( BaO.Fe2O3), of mixed ferrites containing cobalt, nickel and / or barium divalent metal, in any relative proportion, or any of its
    5 combinations In a particular materialization the metal particles are iron.
    If the metal particles are magnetic, pavement damage recovery processes can be induced by inducing magnetic fields that promptly heat said particles. Thus, in a more preferred embodiment, the particles contained in the
    10 floor of the invention are magnetic.
    In a preferred embodiment the metal particles have a size between microns and millimeters, more preferably they are micro-particles. In a particular embodiment they are spherical shaped particles, of an average size of about 5 µm.
    In another preferred embodiment the metal particles contained in the floor of the invention are metallic fibers or metal slags. In a more preferred embodiment, the size of the metallic fibers or metal slags is between the millimeter and the decimeter.
    In another even more preferred embodiment, metal particles contained in the pavement of the invention are iron fibers or some of their alloys and have an average length of approximately 1 cm.
    25 As the content of metallic particles increases between one area of the pavement and the other, the greater the difference in signal detected by the sensor, and therefore less error in the detection of the change of zone. In the same way, as the content of magnetic metal particles increases, the more efficient the induction current heating treatment will be, and the greater the mechanical resistance the materials will have. However, to
    After a certain limit, if the particle content is high, they can end up negatively affecting the mechanical strength of the materials and reducing their useful life. Thus, the content of metallic and / or magnetic particles must not exceed 20% of the total weight that is the weight of the aggregates plus the weight of the binder.
    35 In a preferred embodiment the percentage of the metal particles on the weight of the


    Binder will be between 0.1% and 10% (p / pT). In a preferred embodiment of the floor of the invention, the percentage of the metallic or magnetic particles over the total weight that is the weight of the aggregates plus the weight of the binder will be between 0.5% and 10% (w / w ).
    Preferably the binder is selected from cement or a hydrocarbon binder. Even more preferably, the binder is a hydrocarbon binder.
    In the present invention, "hydrocarbon binder" is understood as a binder composition that allows agglomerating different elements to form a more resistant mixture composed of any hydrocarbon material (bitumen, natural asphalt, tar)
    or resins), which may or may not be modified with other additives, polymers, surfactants, tire dust, etc., and which may be presented under different consistencies.
    As stated above, a second aspect of the invention relates to a system.
    of road safety comprising:  A pavement according to the invention and  A metal particle sensor located on a moving element that moves
    On the pavement.
    For example, on a pavement for a motorway, an encoding of the
    following type:  Right lane with limited speed at 80 km / h, 1% metal particle content.  Left lane with limited speed at 80 km / h, 2% metal particle content.  Right lane with speed limited to 100 km / h, metal particle content of 3%.  Left lane with speed limited to 100 km / h, metal particle content of 4%.  Right lane with limited speed at 120 km / h, metal particle content of 5%.  Left lane with speed limited to 120 km / h, 6% metal particle content.  Right shoulder, 8% metal particle content.


     Left shoulder, 9% metal particle content. Tunnel section with limited speed at 80 km / h, metal particle contentof 11%. Tunnel section with speed limited to 100 km / h, metal particle contentof 13%.
    Thanks to the sensor incorporated in a vehicle, it can have real-time information on its position and traffic conditions that it can use to act accordingly. Thus, for example, there could be assumptions such as the following:
     If the driver of the vehicle is driving over 80 km / h in a section where he is detecting 1% of magnetic particles, the vehicle will warn him to slow down.  If the driver remains at 110 km / h for more than 60 seconds in a section with 6% metal particles, the vehicle may warn you that it is traveling on the left lane and that you must leave it and position yourself on the right as soon as possible .  If the driver of the vehicle falls asleep at the wheel and the vehicle sensor detects that it circulates on a pavement with 9% of metallic particles, it instantly emits a sound to wake up the driver, reduces the speed of the vehicle and corrects its position towards the right to return it to the road.  In the same way, if the vehicle enters a tunnel (where it eventually loses its coverage with the reference or self-guided satellites), the sensor will detect that it is circulating through one if the particle concentration is 11 or 13%, and give information to the vehicle to warn you that it is in a tunnel.  Likewise, if a driver decides to drive in the opposite direction, the car would also detect it (since if it moves to the left the particle content decreases instead of growing) and the order could automatically be given to stop the march.
    EXAMPLES OF THE INVENTION
    The flooring material was formulated with the following compositions:Formulation 1Aggregates and bituminous binder containing 0.2% by weight of metal particles.Formulation 2


    Aggregates and bituminous binder containing 0.4% by weight of metal particles.Formulation 3Aggregates and bituminous binder containing 0.6% by weight of metal particles.Formulation 4Aggregates and bituminous binder containing 1% by weight of metal particles.Formulation 5Aggregates and bituminous binder containing 5% by weight of metal particles.Formulation 6Aggregates and bituminous binder containing 7% by weight of metal particles.Formulation 7Aggregates and bituminous binder containing 10% by weight of metal particles.Formulation 8Aggregates and bituminous binder containing 15% by weight of metal particles.
    The metallic particles used came from the decomposition of the steel fibers of the out-of-use tires (NFU). Thus, it was fibers with a length of 1-2 cm and a diameter around 0.25 mm, with magnetic properties.
    A simple and systematic protocol of preparation of the mixtures that optimizes the mixing of the metallic particles, which contributes to the homogeneity of the resulting material and, consequently, to its stability and better response to the reading of sensors and before the action of external magnetic fields. In the case of the formulations presented, they were manufactured taking into account the volume occupied by the fibers within the aggregate skeleton. Thus, the granular skeleton was designed by substituting part of the aggregates for each percentage of metal particles, and subsequently they were kneaded for homogenization at the manufacturing temperature of the mixture (160 ° C). Finally, the bituminous binder was also incorporated at temperature, and was mixed together with the aggregate of aggregates and metal particles to obtain the pavement.
    In all cases and tests, the results presented were obtained through experiments in which prototypes were built at the laboratory scale, formed by a sensor for the detection of metals (similar to that which could be placed in the vehicles that circulate on the pavements ) that travels at a certain speed and at a certain height, on a pavement of the invention.


    In what will be referred to as "Experiment a" from now on, a sensor was placed on guides of adjustable height through which a sensor moves at a variable feed rate. The sensor when moving passes over a sample of the pavement with a specific and unique concentration of metal particles.
    In what will be referred to as "experiment b" from now on, a sensor was placed on guides of adjustable height through which a sensor moves at a variable feed rate on the pavement of the invention. That is, a pavement that has areas that are characterized by having different concentrations of metal particles.
    Figure 1 shows the normalized signals obtained for different levels of concentration of metal particles in the pavement (based on the formulations presented above) for a sensor pass (Experiment a). As can be seen, the signal is sensitive to the content of metal particles, and therefore it is shown that the system is effective, in different orders of magnitude. As a result, pavements could be constructed with zones of different metal particle content depending on their characteristics (speed of movement, position, direction, etc.) so that such information was transmitted to vehicles that circulate on it.
    Figure 2 shows the normalized signals obtained for different speed of the sensor (speed 2 is twice the speed 1). As can be seen, the level of signal intensity detected is the same, and therefore, the coding system proves to be stable to this variable (Experiment a). As a consequence, the vehicle speed would not influence the pavement code reading.
    Figure 3 shows the standardized signals obtained for the same metal particle content and sensor speed, but for a different sensor height (height 2 is five times the height 1). As can be seen, the level of signal intensity detected is sensitive to the height of the sensor, (Experiment a). As a consequence, the positioning of the sensor in the vehicle must be at a certain height.
    Figure 4 shows the standardized signals obtained for different concentrations of metal particles in the pavement (based on the formulations described above) for repeated passes of the sensor forward and backward (Experiment a). As you can see, the signal detected for each concentration is constant and always the same, and for


    both stable. As a consequence, the pavement of the invention demonstrates transmitting a repeatable and reliable signal under the same reading conditions.
    Figures 5, 6 and 7 show the readings obtained in forward and backward passes
    5 on paved floors with different continuous codes (Experiment b). As can be seen, regardless of the concentration of metal particles and their order integrated in the pavement, the sensor is able to detect different concentrations of particles repeatably. As a consequence, if the vehicle on which the sensor is integrated would move from one area to another of the pavement with different
    10 concentration of particles, this would detect it immediately and could act accordingly (reducing speed, alerting the driver, correcting the trajectory, etc.).
    In these figures, Figures 5, 6 and 7, it is clearly observable how the variation in the content of metal particles in the pavements of the invention can be detected.
    15 In the results presented, it can be seen that the speed of movement of the vehicle does not affect the detection of the signal. In addition, the system has been sensitive for different metal particle contents, even for orders of magnitude below tenths of percent variation.

    权利要求:
    Claims (8)
    [1]
    1. Pavement including aggregates, a binder and metal particles where the metal particles are in a weight range between 0.1% and a
    5 20% with respect to the total weight of said aggregates and the binder (p / pT), which has at least twodifferentiated areas that differ in the content of metal particles, being atminus 0.2% higher in one area than the other expressed in total weight / weight of theaggregates and binder (p / pT).
    2. Pavement according to claim 1 wherein the metal particles are in a weight range between 0.5% and 10%.
    [3]
    3. Pavement according to any one of claims 1 to 2, wherein the metal particles
    They are selected from: iron, cobalt, nickel or any of its alloys, magnetic ferrites or magnetite.
    [4]
    4. Pavement according to any one of claims 1 to 3, wherein the metal particles have an average size between 0.001 μm and 100 μm.
    Pavement according to any one of claims 1 to 4 wherein the metal particles are spherically shaped iron particles.
    [6]
    6. Pavement according to any of claims 1 to 3, wherein the metal particles
    They are metallic fibers. 25
    [7]
    7. Pavement according to any of claims 1 to 6 wherein the binder is a bituminous binder.
    [8]
    8. Pavement according to any one of claims 1 to 7 wherein the at least two differentiated areas correspond to each of the lanes of a road.
    [9]
    9. Pavement according to any one of claims 1 to 8 wherein the at least two different areas correspond to each of the lanes of a road and its corresponding shoulders.

    [10]
    10. Road safety system comprising: A pavement according to any one of claims 1 to 9 and A metal particle sensor located on a mobile element that travels over the pavement.

    Figure 1

    Figure 2
    Figure 3

    Figure 4

     Figure 5
    Figure 6

    10% 10% 1%
    one%
    0%
    Figure 7
    类似技术:
    公开号 | 公开日 | 专利标题
    Adamiec et al.2016|Heavy metals from non-exhaust vehicle emissions in urban and motorway road dusts
    CA2893672C|2019-06-25|Smart pipe concept based on embedded taggant-sensor and/or color-encoded elements to monitor liner wear in lined pipelines, including urethane lined pipe
    Chen et al.2013|Leaching of alkaline substances and heavy metals from recycled concrete aggregate used as unbound base course
    ES2654425B1|2018-11-20|PAVEMENT, AND SECURITY SYSTEM THAT UNDERSTANDS IT
    Jiang et al.2012|Effects of inorganic and organic anions on the stability of illite and quartz soil colloids in Na-, Ca-and mixed Na–Ca systems
    Hunter et al.2010|Evaluation of effectiveness of converging chevron pavement markings in reducing speed on freeway ramps
    CN106758920A|2017-05-31|A kind of intelligent zebra stripes
    Tabatabai et al.2017|A novel concrete-based sensor for detection of ice and water on roads and bridges
    Li et al.2017|Friction surface treatment selection: Aggregate properties, surface characteristics, alternative treatments, and safety effects
    Prédélus et al.2017|Nanoparticle transport in water-unsaturated porous media: effects of solution ionic strength and flow rate
    US10907051B2|2021-02-02|Prilled compounded thermoplastic roadway marking materials
    JP2020507055A|2020-03-05|Coding surface read by three-dimensional radar imaging system
    de Repentigny et al.2014|A simplified model to predict clogging of reactive barriers
    Losa et al.2014|Sustainability, eco-efficiency, and conservation in transportation infrastructure asset management
    Zeman et al.2013|Roadways in public transport stops, their failures and reconstruction options for the operation of modern high-capacity vehicles
    Jamshidi et al.2015|A proposal to design of an integrated system for analysis of structural performance and environmental impact assessments
    Dayioglu2016|Geotechnical and environmental impacts of steel slag in highway embankments
    ES2800373A1|2020-12-29|INTELLIGENT FLOORING, A METHOD TO PRODUCE IT AND A GUIDANCE SYSTEM FOR A MOBILE PHONE BY A WAY THAT UNDERSTANDS IT |
    JP6142029B1|2017-06-07|Surface body of Baba and competition facilities and manufacturing method thereof
    Matuszkova et al.2018|Issues of using Longer Heavier Vehicles on Roads
    Druta et al.2014|Evaluation of the MMLS3 for Accelerated Wearing of Asphalt Pavement Mixtures Containing Carbonate Aggregates
    Ganguly et al.2014|Traffic Volume and Accident Studies on Nh-22 Between Solan and Shimla, India
    Aydilek et al.2017|Hydraulic and environmental behavior of recycled asphalt pavement in highway shoulder applications
    Naveen et al.2018|ROAD SAFETY AUDIT OF ANANTHAGIRI HILLS GHAT ROAD AT VIKARABAD DISTRICT
    Park et al.2016|Estimation of traffic accident effectiveness of White left shoulder line using a comparison group method
    同族专利:
    公开号 | 公开日
    ES2654425B1|2018-11-20|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US4382988A|1978-12-06|1983-05-10|Kibag Aktiengesellschaft Baggerei-Unternehmungen & Kieswerke am Zurichsee|Process for preparing a bituminous ground covering|
    EP0655531A1|1993-11-30|1995-05-31|Hollandsche Beton Groep N.V.|Pourable material, in particular liquid asphalt, with metal chips|
    US6468678B1|1994-11-17|2002-10-22|3M Innovative Properties Company|Conformable magnetic articles for use with traffic bearing surfaces methods of making same systems including same and methods of use|
    US20080189038A1|2004-06-02|2008-08-07|Centre National De La Recherche Scientifique -Cnrs -|Driving Assistance System for Interaction Between a Mobile Element and an Infrastructure|
    法律状态:
    2018-11-20| FG2A| Definitive protection|Ref document number: 2654425 Country of ref document: ES Kind code of ref document: B1 Effective date: 20181120 |
    优先权:
    申请号 | 申请日 | 专利标题
    ES201631096A|ES2654425B1|2016-08-12|2016-08-12|PAVEMENT, AND SECURITY SYSTEM THAT UNDERSTANDS IT|ES201631096A| ES2654425B1|2016-08-12|2016-08-12|PAVEMENT, AND SECURITY SYSTEM THAT UNDERSTANDS IT|
    [返回顶部]