EP2514873A1 - Système et procédé d'application d'un revêtement routier - Google Patents

Système et procédé d'application d'un revêtement routier Download PDF

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Publication number
EP2514873A1
EP2514873A1 EP11003247A EP11003247A EP2514873A1 EP 2514873 A1 EP2514873 A1 EP 2514873A1 EP 11003247 A EP11003247 A EP 11003247A EP 11003247 A EP11003247 A EP 11003247A EP 2514873 A1 EP2514873 A1 EP 2514873A1
Authority
EP
European Patent Office
Prior art keywords
paver
supply chain
paving material
temperature
mixing plant
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.)
Granted
Application number
EP11003247A
Other languages
German (de)
English (en)
Other versions
EP2514873B1 (fr
EP2514873B8 (fr
Inventor
Martin Dipl.-Ing. Buschmann
Ralf Weiser
Achim Eul
Arnold Rutz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Joseph Voegele AG
Original Assignee
Joseph Voegele AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=44583573&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2514873(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Joseph Voegele AG filed Critical Joseph Voegele AG
Priority to PL11003247T priority Critical patent/PL2514873T3/pl
Priority to EP11003247.1A priority patent/EP2514873B8/fr
Priority to JP2012090378A priority patent/JP6009202B2/ja
Priority to US13/444,200 priority patent/US9011038B2/en
Priority to CN201210115424.3A priority patent/CN102747671B/zh
Priority to CN2012201668261U priority patent/CN202744932U/zh
Publication of EP2514873A1 publication Critical patent/EP2514873A1/fr
Publication of EP2514873B1 publication Critical patent/EP2514873B1/fr
Publication of EP2514873B8 publication Critical patent/EP2514873B8/fr
Application granted granted Critical
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Classifications

    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • 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
    • E01C2301/00—Machine characteristics, parts or accessories not otherwise provided for
    • E01C2301/02—Feeding devices for pavers

Definitions

  • the present invention relates to a method for applying a road surface according to the preamble of claim 1.
  • the DE 101 51 942 B4 A work machine management system that allows construction vehicles to communicate with each other and with a site office.
  • the exchanged data may relate, for example, to theft information, construction project costs, parts demand forecasts, service requirement forecasts, weather data or fuel consumption.
  • the DE 60 2004 011 968 T2 describes another system for information exchange on construction sites.
  • a data exchange between mobile construction vehicles and a construction site office takes place there by means of an Internet Protocol.
  • the DE 10 2008 054 481 A1 describes an asphalting system in which the navigation of construction vehicles is based on a so-called positional temperature model. Based on the initially estimated and then measured asphalt temperature, the system determines where compactors are used most cheaply.
  • asphalt-related measurement data can be transmitted in a wireless communication system.
  • the DE 101 51 942 B4 describes that each construction vehicle is assigned a specific identification.
  • Another fleet management system for construction vehicles comes from the US Pat. No. 6,862,521 B1 out.
  • the WO 00/70150 A1 describes a measurement of the asphalt temperature on a paver. The measured temperature data is forwarded to a compressor following the paver.
  • the DE 197 44 772 A1 describes the determination of a local compaction level to tell a compressor how often it has to travel over the specified area.
  • the DE 694 16 006 T2 describes a further variant for controlling a compressor, for example a roller.
  • the navigation of a compaction roller as a function of the degree of compaction in road construction is also in the EP 1 897 997 A2 treated.
  • the DE 10 2008 058 481 A1 , the DE 60 2004 011 968 T2 and the DE 101 51 942 B4 reveal the inclusion of climate and weather data in construction site processes.
  • An automatic traffic control system which, however, has no relation to construction site processes, goes out of the DE 195 47 574 out.
  • An automatic navigation of construction vehicles taking into account their position, for example, from the DE 197 44 772 , the DE 60 2004 011 968 T2 , the DE 199 40 404 or the DE 197 55 324 A1 out.
  • a fleet management system that displays data from mobile work machines and their location on an Internet site is in the EP 1 314 101 A1 described.
  • the EP 1 550 096 discloses a system that measures the quality of asphalting or the quality of the asphalt.
  • a system for determining the compaction of an asphalt is described in US Pat EP 0 698 152 B2 addressed. This document discloses specifications for a speed of a paver before the subsequent rollers or other compaction machines.
  • the object of the present invention is to improve a method and system for applying a road surface to the effect that road coverings can be produced with even higher quality.
  • the invention is based on the idea that it is much cheaper for the quality of the pavement produced when the site logistics is controlled by the so-called "pull principle".
  • This "pull principle” focuses on the paver. It specifies the paving speed of the road surface and determines the required properties and the amount of paving material.
  • the paver generates request commands and transmits them to the mixing plant and / or to the supply chain. These are then set up, depending on the respective request commands, to set the rate of production of the paving material in the mixer, the temperature of the paving material produced in the mixer, and / or the mass flow of paving material delivered to the paving machine per unit of time.
  • the advantage of the method according to the invention is that influences such as weather, defects, congestion, breaks or work-related changes in the speed of the road paver are directly recognized directly on the paver and can now be used to control the mixing plant and / or the supply chain. For example, if delays in the installation process result from jams or defects, the rate of manufacture of the paving material in the mixer can be slowed or the mass flow delivered to the paver can be reduced. This prevents that too much paving material is produced or transported to the construction site, which can not be installed or jams at the construction site and cools down too much. Conversely, it prevents the paving train comes to a standstill. A significant improvement in quality is achieved by the most uniform installation process possible.
  • a single mixing plant may be used or, alternatively, a plurality of mixing plants may be used which deliver the paving material produced by them to one or more construction sites.
  • a supply chain comprises at least one, preferably several transport vehicles, which transport the installation material from the mixing plant or the mixing plants to the road paver.
  • Another case may involve a transport chain to several road pavers, where the road pavers incorporate different asphalt mix, which must be delivered in the correct order (just-in-sequence).
  • a demand preview is created on the paver, and the request commands are generated in response to this demand preview.
  • the demand preview can be created either manually or by means of a suitable computer program. It estimates what amount of paving material can be processed in a given period of time in the future.
  • this demand preview can take into account a work schedule, faults in the installation process or supply chain, defects, congestion and / or weather data.
  • the work plan specifies the intended work result, ie the location, the dimensions and the quality of the road surface to be produced. It can be taken into account that more complicated geometries, such as manhole covers, tight curves or gyros, will reduce the speed of the paver's installation. This expected, reduced installation speed can be taken into account in the demand preview and lead to changes at the mixing plant and / or in the supply chain by means of the request commands.
  • a change in the requested by the paver amount of built-in material is divided according to a key proportional to the maximum capacity of the individual mixing plants or proportional to the ordered by the individual mixers daily amount of paving material to the individual mixing plants. This promotes a smooth operation of the construction process.
  • the road paver in certain situations or at regular intervals, feedback is given about the condition of the mixing plant and / or the supply chain to the road paver.
  • the road paver can be signaled both a smooth operation of the mixing plant or the supply chain, as well as disturbances in the operation of the mixing plant and / or the supply chain.
  • the road paver currently located in the supply chain mass flow is displayed on paving material.
  • An operator of the paver can then adjust the paving speed of the paver to this future incoming mass flow.
  • the speed of installation can be throttled in order to prevent a standstill of the paver and consequent quality losses.
  • At least one operating parameter of the paver is set as a function of a feedback of the mixing plant or the supply chain with respect to the temperature or the amount of paving material present in the feed to the paver.
  • the operating parameters may be a paving speed of the paver and / or an operating parameter of a compaction unit of the paver, for example the speed of tampers or the operating parameters of pressure bars.
  • means of transport of the supply chain at the mixing plant and / or on a construction site can be identified by a marking.
  • This marking may be a mark that can be read optically or with electromagnetic radiation, which is detected automatically in particular.
  • the invention also relates to a system for applying a road surface.
  • the paver comprises a controller having a communication module configured to generate request commands and to communicate via a (preferably wireless) communication channel to the mixer and / or to the supply chain.
  • the mixing plant and / or the supply chain are set up to adjust the temperature of the built-in material produced in the mixing plant and / or the mass flow of built-in material supplied to the paver per unit of time as a function of the received request commands.
  • the controller of the road paver has a demand forecast determination module by means of which a future demand for the quantity and / or the temperature of the installation material can be estimated.
  • this demand forecasting module may consider a work schedule stored in the controller.
  • suitable request commands can be generated and transmitted via the communication channel to the mixing plant and / or to the supply chain.
  • an indicator is provided on the road paver or elsewhere on the construction site, for example, a screen by means of which the currently located in the supply chain mass flow of mounting material can be displayed. This allows the paver operator to see how much paving material will be available in future periods.
  • the controller is set up to automatically adjust the paving speed and / or at least one other operating parameter of the road paver in dependence on a feedback received via the communication channel about the state of the mixing plant or the supply chain. In this way, the operation of the paver and thus ultimately the quality of the road surface can be optimized.
  • the controller may store a plurality of data sets, each representing a group of matched operating parameters. These datasets can cover most of the situations commonly encountered in paver operation and provide an optimized set of operational parameters for each of these situations. In this way, the operation of the paver is further optimized.
  • the built-in material 4 is transferred to a supply chain 5.
  • This supply chain 5 comprises a plurality of transport vehicles 6, for example trucks.
  • the conveyor chain 5 transports the paving material 4 from the mixer 3 to a paver 7.
  • the paver 7 processes the paving material 4 into a paving 2, which can then optionally be further compacted by compaction vehicles such as rollers (not shown).
  • Each transport vehicle 6 of the supply chain 5 is provided with a marking 10 which represents an identification (ID) of the respective transport vehicle 6.
  • the marking 10 can be, for example, an RFID tag, alternatively a visually recognizable marking, for example a one- or two-dimensional barcode or the official identifier.
  • the currently located on the paver 7 truck 6 is provided with the mark "17".
  • suitable detection means or readers 11 are provided both at the mixing plant 3, as well as at the construction site. These detecting means 11 automatically detect the mark 10 of one
  • the identification of the detected transport vehicle 6 and the time at which this transport vehicle 6 has passed the detection means 11 are transmitted by the detection means 11 wirelessly to the central server 9 to be managed there.
  • the identification of the vehicle can also be recorded at other points of interest for the process, eg at construction site accesses.
  • FIG. 2 schematically shows a road finisher used in the system according to the invention 7.
  • This paver comprises in a conventional manner a chassis 12, a Gutbunker 13 for receiving the built-in material 4, an operator's station 14, provided for compacting the road surface 2 screed 15 and a transverse distributor screw 16, in front of the Screed 15 is arranged.
  • a central controller 17 of the paver controls the operation of the paver 7.
  • This controller 17 includes, inter alia, a memory 18, a demand forecasting module 19 and a communication module 20.
  • a display 21 is provided, for example in the form of a screen.
  • one or more temperature sensors 22 are provided which detect the temperature of the paving material 4 at the transverse distributor screw 16 and transmit it to the controller 17.
  • the asphalt temperature distribution may be recorded by a plurality of sensors mounted behind the screed, or by a scanner mounted rearward to the roof of the paver, which scans the roadway width.
  • a work plan is created and stored in a computer.
  • This work plan specifies the geometry, the thickness, the degree of compaction and all other relevant parameters for describing the road surface 2 to be produced.
  • the work plan is transmitted to the paver 7 to be stored there in the memory 18 of the controller 17.
  • the mixer 3 produces paving material 4, such as asphalt.
  • the transport vehicles 6 of the supply chain 5 are loaded at the mixer with the paving material 4, then the paving material 4 to the site and in particular to the road paver 7 to transport.
  • the controller 17 controls the paver 7 so that it can produce the road surface with the fastest possible installation speed.
  • the temperature sensors 22 monitor during installation the temperature of the paving material 4 at the transverse distributor auger 16 (or at any other location on the paver 7, if deemed appropriate). From the current installation speed and the temperature measured at the temperature sensors 22 asphalt temperature and taking into account the stored work plan and possibly external influences such as weather data calculates the demand forecasting module 19 of the controller 17 a demand preview.
  • the demand forecasting module 19 could calculate how much paving material 4 is needed at what temperature within the next 30 minutes, within the subsequent 30 minutes, and so on.
  • request commands are generated in the controller, which are transmitted via the communication channel 8 to the central server 9. From there, the request commands are transmitted via the communication channel 8 on to the mixing plant 3 and / or to the supply chain 5.
  • the mixer 3 may increase or decrease the temperature of the built-in material 4 being produced. For example, the temperature of the paving material 4 can be increased if it appears that the transport vehicles 6 take longer or suspect for transport to the construction site. With this temperature requirement, it can be taken into account that asphalt on a truck, for example, cools down at around 8 ° Celsius per hour.
  • the supply chain 5 would therefore deliver less installation material 4 to the road paver 7.
  • step 30 begins the method with a first temperature measurement at the temperature sensor 22.
  • step 31 an average value T middle (n) is formed from all the previously recorded temperature measurement values .
  • step 32 a query is made as to whether the number n of the previously recorded temperature measured values is already 10 (or another value, if more or less measured values are to be averaged). If this is not the case, a new temperature measurement takes place, the number n of the measurements is increased by 1, and in step 31 averaging is again carried out.
  • step 33 After the predetermined number of temperature measurements (in the example ten), the method proceeds to step 33. There, it is checked whether the average temperature T medium (n) corresponds to a setpoint T soll , at least within predetermined tolerance ranges. If this is the case, the method begins again with a new temperature measurement in step 30. If, however, the average temperature deviates from the predetermined desired value T soll , a temperature correction value T corr is calculated in the following step. This is the difference between the temperature value T set and means the average value T, to which a reserve temperature T res may be added in addition. This temperature reserve T res takes into account a reserve for possible delays in the delivery of the installation material 4 to the paver.
  • the correction value T korr is then transmitted in step 35 from the communication module 20 of the controller 17 via the communication channel 8 to the responsible person on the construction site and to the mixer 3, whereupon the mixer 3 changes the temperature of the paving material 4 produced.
  • the identifiable trucks and their associated mixing plants allow the production temperatures of several mixing plants to be monitored in parallel and the installation temperature to be homogenized.
  • the mixer produces 3 Asphalt 4 at a temperature of 142 ° Celsius.
  • a truck 6 transports this asphalt material 4 to the construction site with a journey time of 45 minutes.
  • the installation material 4 cools during transport by 6 °, so it still has a temperature of 136 ° Celsius when it arrives at the paver.
  • the built-in material 4 could therefore be produced at a temperature lower by 16 ° Celsius at the mixer 3.
  • the mixer 3 thus produces the asphalt 4 4 at a new temperature of 128 ° Celsius.
  • FIG. 4 shows in a temperature-time diagram both the temperature measurement curve 40 at the temperature sensors 22, as well as the time evolution of the averaging according to FIG. 3 41.
  • the temperature measurement curve 40 shows three "break-ins" at which the measured temperature drops sharply. These temperature drops in each case characterize the end of the tilting operation of a transport vehicle 6.
  • the formation of an average value 41 compensates for these temperature drops.
  • the decrease in the mean temperature T medium with time is due to the storage of the manufactured installation material 4 at the mixer 3 and the resulting cooling of the built-in material. 4
  • the current temperature of the installation material 4 at the mixing plant 3 can either be detected at the mixing plant 3 itself during loading and fed via an interface to the system 1, or it can be entered manually later on the information on the delivery note.
  • FIG. 5 shows the development of the mean temperature 50 with time, now the times of arrival of the individual transport vehicles 6 are indicated on the paver 7 by dots.
  • FIG. 6 again shows the time evolution of the mean 41 of the measured temperature.
  • On the X-axis is in FIG. 6 not only the time specified, but also a location. It designates the length (technical term: stationing) a, by which the installation process has already advanced since a certain zero point.
  • a vertical bar at the time of 1:00 pm or at the location "30 m" indicates the current time.
  • From the previous course of the mean temperature curve 41 is now extrapolated into the future, so as to estimate the further development of the average temperature curve 41 'beyond the current time.
  • FIG. 6 a minimum temperature 51.
  • the built-in material 4 can only be processed if it has at least the minimum temperature 51.
  • the intersection of the extrapolated average temperature curve 41 'and the minimum temperature 51 designates the point in time in the future, to which the installation process can be continued.
  • Diagrams like those in the FIGS. 4 to 6 Diagrams shown can be displayed to the operator of the paver 7 on the display device 21, so that the operator receives an overview of the development of the temperature of the paving material 4.
  • the supply chain 5 can provide the paver 7 via the communication channel 8 information about what amount of paving material 4 is currently traveling to the paver 7 and when the arrival of the individual transport vehicles 6 is expected at the site.
  • the mixer 3 may also transmit data relating to the temperature and amount of the built-in material 4 produced as well as the delivery of certain delivery quantities to the transport vehicles 6 by means of the communication channel 8 to the paver 7.
  • the controller 17 of the road paver 7 processes this information and informs the operator of the paver 7 by means of the display device 21 about the amount of paving material 4 expected in future time intervals. Taking this information into account, either the controller 17 can automatically or the operator manually set the paver operating parameters 7 , in particular its installation speed, adapt. If faults occur, such as traffic congestion or failure of trucks 6 along the supply chain 5, or a failure or production bottlenecks at mixers 3, the installation process of the paver 7 can be slowed down to prevent quality-degrading interruptions in the installation process.
  • a change in the mass flow of paving material 4 requested by the road paver 7 can be divided among the individual mixing plants 3 according to a key proportional to the maximum capacity of the individual mixing plants 3 or proportional to the daily quantity of paving material 4 ordered by the individual mixing plants 3 ,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Machines (AREA)
  • Road Repair (AREA)
EP11003247.1A 2011-04-18 2011-04-18 Système et procédé d'application d'un revêtement routier Active EP2514873B8 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
PL11003247T PL2514873T3 (pl) 2011-04-18 2011-04-18 Sposób i system do nanoszenia nawierzchni drogowej
EP11003247.1A EP2514873B8 (fr) 2011-04-18 2011-04-18 Système et procédé d'application d'un revêtement routier
JP2012090378A JP6009202B2 (ja) 2011-04-18 2012-04-11 路面を塗布する方法及びシステム
US13/444,200 US9011038B2 (en) 2011-04-18 2012-04-11 Method and system for applying a road surface
CN201210115424.3A CN102747671B (zh) 2011-04-18 2012-04-18 用于铺设道路表面的方法和系统
CN2012201668261U CN202744932U (zh) 2011-04-18 2012-04-18 用于铺设道路表面的系统

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP11003247.1A EP2514873B8 (fr) 2011-04-18 2011-04-18 Système et procédé d'application d'un revêtement routier

Publications (3)

Publication Number Publication Date
EP2514873A1 true EP2514873A1 (fr) 2012-10-24
EP2514873B1 EP2514873B1 (fr) 2014-02-26
EP2514873B8 EP2514873B8 (fr) 2020-05-06

Family

ID=44583573

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11003247.1A Active EP2514873B8 (fr) 2011-04-18 2011-04-18 Système et procédé d'application d'un revêtement routier

Country Status (5)

Country Link
US (1) US9011038B2 (fr)
EP (1) EP2514873B8 (fr)
JP (1) JP6009202B2 (fr)
CN (2) CN102747671B (fr)
PL (1) PL2514873T3 (fr)

Cited By (2)

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US8930092B2 (en) 2011-05-10 2015-01-06 Mark MINICH Integrated paving process control for a paving operation
EP3594409A1 (fr) * 2018-07-13 2020-01-15 Joseph Vögele AG Engin de construction doté d'une installation de bande transporteuse à capteur de poids

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US10990245B2 (en) 2016-01-15 2021-04-27 Caterpillar Paving Products Inc. Mobile process management tool for paving operations
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JP6905345B2 (ja) * 2017-02-01 2021-07-21 世紀東急工業株式会社 舗装材用管理装置
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EP4119726B1 (fr) 2020-03-11 2025-04-16 Sumitomo Construction Machinery Co., Ltd. Système de gestion de construction et finisseur d'asphalte
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CN112323578B (zh) * 2020-10-24 2021-12-24 中铁十六局集团路桥工程有限公司 一种沥青混凝土路面摊铺方法、系统、终端及存储介质
CN113463456B (zh) * 2021-06-11 2023-11-14 华能国际电力股份有限公司河南清洁能源分公司 一种山地风电道路通过大型冲沟的方法
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DE102024111241A1 (de) 2024-04-22 2025-10-23 Benninghoven Zweigniederlassung Der Wirtgen Mineral Technologies Gmbh Verfahren zur einzelprozessübergreifenden Optimierung eines multiprozessualen Verarbeitungsvorgangs unter Beteiligung eines Recyclings von mineralischem Verarbeitungsmaterial
JP2026036416A (ja) * 2024-08-20 2026-03-05 株式会社Nippo クッカー車

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EP0698152B1 (fr) 1993-04-29 2006-02-15 Geodynamik Ht Aktiebolag Procédé et dispositif pour mesurer le degré de compacité d'une surface
DE69416006T2 (de) 1993-12-08 1999-08-19 Caterpillar Inc. Methode und vorrichtung zum arbeitsfeldbezogenen betrieb eines verdichtungsgerätes
DE19547574A1 (de) 1995-04-06 1996-10-10 Deutsche Telekom Mobil Verfahren für ein Fahrzeugleit- und Informationssystem
DE19744772A1 (de) 1996-12-12 1998-06-18 Caterpillar Inc Geländebasisstruktur
DE19755324A1 (de) 1997-12-12 1999-06-17 Michael Dipl Ing Sartori Verfahren und Vorrichtung zum Steuern eines Fahrzeugs
WO2000070150A1 (fr) 1999-05-19 2000-11-23 Ingersoll-Rand Company Detection de la temperature pour la surveillance d'operations de pavage et de compactage
EP1314101A2 (fr) 1999-08-23 2003-05-28 General Electric Company Procede et dispositif de gestion d'une flotte d'actifs mobiles
DE19940404A1 (de) 1999-08-25 2001-03-29 Moba Mobile Automation Gmbh Verfahren und Vorrichtung zum dreidimensionalen Steuern einer Baumaschine
DE10151942B4 (de) 2000-10-12 2005-12-08 Komatsu Ltd. Arbeitsmaschinen-Management-System
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EP1897997A2 (fr) 2006-09-07 2008-03-12 Caterpillar Inc. Procédé pour l'opération d'un compacteur via la planification de parcours basé sur des données d'état de compaction et des informations de cartographie
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Publication number Priority date Publication date Assignee Title
US8930092B2 (en) 2011-05-10 2015-01-06 Mark MINICH Integrated paving process control for a paving operation
EP3594409A1 (fr) * 2018-07-13 2020-01-15 Joseph Vögele AG Engin de construction doté d'une installation de bande transporteuse à capteur de poids
CN110714394A (zh) * 2018-07-13 2020-01-21 约瑟夫福格勒公司 具有带有重量传感器的输送带系统的建筑机械
US11091886B2 (en) 2018-07-13 2021-08-17 Joseph Voegele Ag Construction machine with a conveyor belt system with weight sensor
CN110714394B (zh) * 2018-07-13 2022-04-08 约瑟夫福格勒公司 具有带有重量传感器的输送带系统的建筑机械

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EP2514873B1 (fr) 2014-02-26
US20120263530A1 (en) 2012-10-18
CN102747671A (zh) 2012-10-24
US9011038B2 (en) 2015-04-21
CN102747671B (zh) 2016-06-01
JP2012229605A (ja) 2012-11-22
JP6009202B2 (ja) 2016-10-19
PL2514873T3 (pl) 2014-08-29
CN202744932U (zh) 2013-02-20
EP2514873B8 (fr) 2020-05-06

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