WO2002025015A1 - Bodenverdichtungsvorrichtung mit schwingungserreger und verfahren zum regeln des schwingungserregers - Google Patents
Bodenverdichtungsvorrichtung mit schwingungserreger und verfahren zum regeln des schwingungserregers Download PDFInfo
- Publication number
- WO2002025015A1 WO2002025015A1 PCT/EP2001/010818 EP0110818W WO0225015A1 WO 2002025015 A1 WO2002025015 A1 WO 2002025015A1 EP 0110818 W EP0110818 W EP 0110818W WO 0225015 A1 WO0225015 A1 WO 0225015A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- amplitude
- vibration
- oscillation
- drive
- frequency
- Prior art date
Links
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
- E01C19/22—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 consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
- E01C19/288—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows adapted for monitoring characteristics of the material being compacted, e.g. indicating resonant frequency, measuring degree of compaction, by measuring values, detectable on the roller; using detected values to control operation of the roller, e.g. automatic adjustment of vibration responsive to such measurements
Definitions
- the invention relates to a soil compaction device with a vibration exciter acting on a soil contact element and a method for regulating the vibration exciter.
- Soil compaction devices for example vibrating plates or rollers, are known in which a soil-contacting soil contact element, such as a plate or a roller drum, is acted upon by a vibration generated by a vibration exciter.
- the soil is compacted by running the soil compaction device over one or more times, which changes the strength of the soil and thus its vibration behavior. If the soil is already heavily compacted and the compaction power delivered by the soil compaction device is high, the soil compaction device can begin to "jump" by the soil contact plate or roller drum lifting off the soil again after each contact with the soil. This is not only a waste of energy, but is also disadvantageous for the compaction that has already taken place, since local loosening of the soil can occur. Jumping of the soil compaction device also leads to a considerable load on the operator operating the device.
- vibration compressors are known in which the operating state of jumping is automatically reacted to by changing the vibration generated by the vibration exciter.
- the frequency of the vibration exciter is usually adapted to the previously determined soil properties.
- the soil condition is determined by complex evaluation of various measurement signals. In particular, this requires the movement of the ground contact element, which is part of a vibrating base. mass is to be determined. Furthermore, the set frequency and the exact position of the vibration exciter must be measured.
- soil compaction devices are known in which the amplitude of the vibration generated by the vibration exciter is reduced in such a way that jumping of the soil compaction device can no longer occur.
- the total available drive power for which the vibration exciter is designed can no longer be used to compact the soil. The result is a correspondingly lower work efficiency.
- FIG. 3 shows a known vibration plate which serves as a soil compaction device and which can be guided by an operator on a drawbar 1.
- a drive 2 belonging to an upper mass drives a vibration exciter 3 belonging to a lower mass, which generates a vibration acting on a ground contact plate 4.
- the vibration exciter 3 is usually a one- or two-shaft exciter, in which one or more unbalanced masses are distributed over one or two shafts.
- the structure of such a vibration plate is known, so that a further description is unnecessary.
- Vibratory rollers serving as soil compaction devices are also constructed in a similar, known manner.
- the invention has for its object to provide a soil compaction device with a vibration exciter and a method for regulating the vibration exciter, in which an optimal use of the power provided by the drive is guaranteed.
- the object is achieved by a soil compaction device according to claim 1 and by a method according to claim 11.
- the oscillation amplitude is always kept in the limit range for jumping. If this limit changes and it is necessary, for example, that the oscillation amplitude has to be reduced, the frequency control tracks the oscillation frequency by increasing it accordingly in order to use the drive energy released by the reduction in the oscillation amplitude in the form of a higher frequency. As a result, the drive energy can largely be used completely for soil compaction without the soil compaction device starting to jump.
- the regulation of the amplitude is based on the fact that whenever a jump in a ground contact element is detected, the amplitude is reduced.
- the check as to whether the ground contact element jumps is carried out continuously or regularly within a predetermined time cycle. After a change in the amplitude, the vibration state of the ground contact element is determined again. If the ground contact element is still jumping, the amplitude is further reduced. However, if no jumping is detected, the amplitude is not kept constant at the existing value, but is increased again - but with a smaller gradient. As a result, the amplitude changes continuously, either by a significant reduction if jumping has been detected or a slight increase if no jumping has been detected. This ensures that the soil compaction device is always moved in the border area between jumping and not jumping.
- the change in the oscillation amplitude can be carried out continuously and continuously, preferably reducing the Vibration amplitude with a stronger gradient occurs than the enlargement.
- a timing element can be specified by a timing element during which the vibration state of the ground contact element is determined by the detection device.
- the oscillation amplitude can be reduced incrementally by a first amplitude difference.
- the vibration amplitude is incrementally increased by a second, preferably smaller, amplitude difference.
- the timing can also be set so short that there is a quasi-continuous change in the oscillation amplitude.
- the regulation of the oscillation frequency according to the invention is based on the idea of always optimally exploiting the predetermined drive power, for example given off by a drive motor, for soil compaction.
- the drive power delivered to the vibration exciter is determined by a power determination device and compared with a target value, namely the previously defined value for an optimal drive power, the frequency control device keeping the actual drive power determined in the range of the predetermined value by keeping the adapts frequency generated by the vibration exciter accordingly.
- FIG. 1 shows a block diagram with the control device according to the invention for a soil compaction device
- Figure 2 shows an example of the control measures of the amplitude control according to the invention
- FIG. 3 shows schematically the structure of a known soil compactor. device serving vibration plate.
- FIG. 1 shows a block diagram of the structure of a control according to the invention for the vibration exciter of a soil compaction device.
- the control essentially consists of two components arranged parallel to one another, namely an amplitude control device 5 and a frequency control device 6.
- Both control devices 5, 6 influence an operating state 7 of the soil compaction device, which in turn is essentially represented by the elements drive 2, vibration exciter 3 and ground contact element 4 - already described in connection with FIG. 3.
- a detection device 8 with which it can be determined whether the ground contact element 4 is jumping, that is to say it is lifting off the ground or not.
- This operating state of "jumping” can be recognized, for example, using known methods, such as in WO-A-98-17865 or WO-A-95-10664.
- a detection device is known from DE-A-100 19 806, in which a detection mass is provided which is elastically movable relative to the ground contact element, the movement of the detection mass being measured by a measuring device. If the movement, in particular the oscillation amplitude of the detection mass exceeds a predetermined value, this can be interpreted as jumping of the ground contact element due to excessive impact energy.
- the information as to whether the ground contact element 4 jumps or not is output by the detection device 8 to a control unit 9.
- the control unit 9 evaluates the jump information from the detection device 8 and controls an actuating device 10 for setting the vibration amplitude on the vibration exciter 3 in accordance with predetermined rules.
- the control algorithm comprises two control measures. According to a first standard measure, the vibration amplitude is reduced incrementally by a first amplitude difference kl when the detection device 8 has detected a special vibration condition, namely a jumping of the ground contact element 4.
- the vibration amplitude is incrementally increased by a second amplitude difference k2.
- a timing element for generating a timing is provided in or on the control unit 9.
- the signal from the detection device 8 is evaluated by the control unit 9 and a corresponding measure is initiated by actuating the actuating device 10 in each time cycle, which can be, for example, a fraction of a second. This process repeats itself in the next cycle.
- the result of this control algorithm is that the oscillation amplitude is changed permanently, that is to say in every cycle. If the oscillation amplitude has been reduced by the first amplitude difference kl and a jump is still detected thereafter, a further reduction by the first amplitude difference kl is initiated. If, on the other hand, no more jumping occurs, the amplitude is no longer reduced, but is increased by the second amplitude difference k2, which is smaller than the first amplitude difference kl, so that there is an interplay between a reduction and an increase in the amplitude. This ensures that the soil compaction device is always moved in the border area between jumping and non-jumping.
- Figure 2 shows a diagram of the vibration amplitude plotted against the time course.
- a maximum amplitude is first set. In the present case, it is recognized immediately after starting that the ground contact element 4 has started to jump, so that the vibration amplitude is reduced by the value k1 (first amplitude difference). Then will found that the ground contact element 4 no longer jumps, so that the amplitude is subsequently increased by the second amplitude difference k2 in several steps (in FIG. 2 in three steps) until jumping is again detected, etc.
- the soil compaction device In the time range marked "a", the soil compaction device obviously runs over a soil that can only absorb impact energy to a limited extent. As a result, the oscillation amplitude has to be reduced twice and ultimately only takes on a comparatively small value. Then there is a recovery with the associated increase in the vibration amplitude.
- the amplitude control according to the invention enables the soil compaction device to compact the soil with the greatest possible amplitude, the amplitude control device 5 having a structure which is considerably simplified compared to the prior art.
- the overall control according to the invention shown in FIG. 1 therefore also includes the frequency control device 6, which represents a further control circuit for adapting the frequency of the vibration exciter 3.
- the idea on which the frequency control device is based is that the existing or predetermined drive power should always be fully utilized for soil compaction.
- a component of the frequency control device 6 is a power determination device 1 1, with which the drive 2 on the vibration output 3 output can be measured.
- the measured actual drive power is compared with a predetermined target value. If the measured drive power is below the target value, the frequency of the vibration exciter 3 is increased via an actuating device 13 or reduced in the opposite case.
- the power determination device 11 can be constructed in various ways. If it is assumed that the drive 2 is a motor, the motor speed and the motor torque can be measured, for example. On the other hand, if the drive 2 is a hydraulic unit and the vibration exciter 3 is driven hydraulically, the pressure prevailing in the hydraulic line can also be used to determine the torque. If the vibration exciter is driven by an electric motor, it is also possible to measure electrical parameters.
- the performance characteristic of the engine is used to determine the output power, that is to say the actual drive power for the vibration exciter 3.
- the performance characteristic of the engine is generally known and represents a clear connection between a given engine performance and an engine speed.
- the drive power delivered by the engine to the vibration exciter 3 can be determined solely with the aid of the relatively easy-to-measure engine speed 2.
- Regulation of the frequency of the vibration exciter 3 to keep the drive power constant can then be carried out by comparing the measured engine speed and the target engine speed assigned to the predetermined target drive power.
- the frequency of the vibration exciter 3 that is, the speed of the
- Vibration exciter 3 provided unbalanced shafts, so that the
- Motor is relieved and its speed increases to the specified value can. If, on the other hand, the actual engine speed is greater than the target speed, this means that the motor is under-loaded, so that the speed of the unbalanced shafts in the vibration exciter 3 is increased in order to fully utilize the drive power available from the motor.
- the adjustment of the frequency of the vibration exciter 3, that is to say the change in the speed of the unbalanced shafts arranged in the vibration exciter 3, is carried out by the adjusting device 13.
- Known construction elements can be used to implement the adjusting device 13.
- a variable displacement pump or a hydraulic motor with an adjustable speed can be used.
- bevel disk gearboxes such as Heynau gearboxes or PIV gearboxes are possible, in which torque is transmitted either via a friction ring or push chains, as well as friction wheel gearboxes (PK gearboxes).
- control devices 5, 6 are characterized by a simple structure, low measurement effort and an efficient soil compaction with maximum performance caused by the control devices 5, 6.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Apparatuses For Generation Of Mechanical Vibrations (AREA)
- Road Paving Machines (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/381,079 US6722815B2 (en) | 2000-09-19 | 2001-09-19 | Soil compacting device comprising a vibration generator, and method for controlling the vibration generator |
JP2002529598A JP2004510074A (ja) | 2000-09-19 | 2001-09-19 | 起振機を備えた地盤締固め装置ならびに起振機を制御するための方法 |
DE50108203T DE50108203D1 (de) | 2000-09-19 | 2001-09-19 | Bodenverdichtungsvorrichtung mit schwingungserreger und verfahren zum regeln des schwingungserregers |
EP01985279A EP1334234B1 (de) | 2000-09-19 | 2001-09-19 | Bodenverdichtungsvorrichtung mit schwingungserreger und verfahren zum regeln des schwingungserregers |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10046336.3 | 2000-09-19 | ||
DE10046336A DE10046336B4 (de) | 2000-09-19 | 2000-09-19 | Bodenverdichtungsvorrichtung mit Schwingungserreger und Verfahren zum Regeln des Schwingungserregers |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2002025015A1 true WO2002025015A1 (de) | 2002-03-28 |
Family
ID=7656785
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2001/010818 WO2002025015A1 (de) | 2000-09-19 | 2001-09-19 | Bodenverdichtungsvorrichtung mit schwingungserreger und verfahren zum regeln des schwingungserregers |
Country Status (5)
Country | Link |
---|---|
US (1) | US6722815B2 (de) |
EP (1) | EP1334234B1 (de) |
JP (1) | JP2004510074A (de) |
DE (2) | DE10046336B4 (de) |
WO (1) | WO2002025015A1 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007018743A1 (de) | 2007-04-22 | 2008-10-23 | Bomag Gmbh | Verfahren und System zur Steuerung von Verdichtungsmaschinen |
CN101649596B (zh) * | 2009-09-17 | 2011-06-01 | 长安大学 | 满足横向振动均匀性的摊铺机熨平板 |
CN114924012A (zh) * | 2022-03-07 | 2022-08-19 | 徐州市九州生态园林股份有限公司 | 一种山体生态修复用土壤检测装置及其使用方法 |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10317160A1 (de) | 2003-04-14 | 2004-11-18 | Wacker Construction Equipment Ag | System und Verfahren zur automatisierten Bodenverdichtung |
US20050100417A1 (en) * | 2003-11-07 | 2005-05-12 | Geopartner Sp. Z O.O | Method of deep soil compacting from a surface |
DE102005029432A1 (de) * | 2005-06-24 | 2006-12-28 | Wacker Construction Equipment Ag | Bodenverdichtungsvorrichtung mit automatischer oder bedienerintuitiver Verstellung des Vorschubvektors |
DE102006041784A1 (de) * | 2006-09-06 | 2008-03-27 | Wacker Construction Equipment Ag | Schwingungserreger |
DE102007048980A1 (de) * | 2007-10-12 | 2009-04-23 | Wacker Construction Equipment Ag | Bodenstampfvorrichtung mit adaptiver Antriebsregelung |
DE102008011408B4 (de) * | 2008-02-27 | 2018-06-21 | manroland sheetfed GmbH | Bogendruckmaschine und Verfahren zur Inbetriebnahme einer Bogendruckmaschine |
US8142103B2 (en) * | 2009-02-20 | 2012-03-27 | Caterpillar Trimble Control Technologies Llc | Wireless sensor with kinetic energy power arrangement |
DE102010052243A1 (de) * | 2010-11-23 | 2012-05-24 | Wacker Neuson Produktion GmbH & Co. KG | Stampfvorrichtung mit Synchronisationseinrichtung und Verfahren dafür |
US8965638B2 (en) | 2011-06-30 | 2015-02-24 | Caterpillar Paving Products, Inc. | Vibratory frequency selection system |
SE543161C2 (en) * | 2018-09-28 | 2020-10-13 | Dynapac Compaction Equipment Ab | Method of controlling operation of a vibratory roller |
Citations (3)
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WO1995010664A1 (en) | 1993-10-14 | 1995-04-20 | Geodynamik H. Thurner Ab | Control of a compacting machine with a measurement of the characteristics of the ground material |
WO1998017865A1 (de) | 1996-10-21 | 1998-04-30 | Ammann Verdichtung Ag | Verfahren zur messung mechanischer daten eines bodens sowie zu dessen verdichtung und mess- bzw. bodenverdichtungsvorrichtung |
DE10019806A1 (de) * | 2000-04-20 | 2001-10-31 | Wacker Werke Kg | Bodenverdichtungsvorrichtung mit Schwingungsdetektion |
Family Cites Families (7)
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SE443591B (sv) * | 1981-10-28 | 1986-03-03 | Dynapac Ab | Anordning for kontinuerlig omstellning av vibrationsamplituden hos ett roterbart excenterelement |
SE432792B (sv) * | 1982-04-01 | 1984-04-16 | Dynapac Maskin Ab | Forfarande och anordning for att astadkomma optimal packningsgrad vid packning av olika material sasom asfalt, jord etc medelst en vibrerande velt |
DE3421824C2 (de) * | 1984-06-13 | 1986-07-17 | CASE VIBROMAX GmbH & Co KG, 4000 Düsseldorf | Vorrichtung zur Kontrolle der Verdichtung bei Vibrationsverdichtungsgeräten |
EP0459063B1 (de) * | 1990-05-28 | 1993-09-22 | Caterpillar Paving Products Inc. | Einrichtung und Verfahren zur Überwachung der Schwingungsfrequenz einer Verdichtungsmaschine |
EP0459062B1 (de) * | 1990-05-28 | 1993-09-22 | Caterpillar Paving Products Inc. | Einrichtung und Verfahren zur Überwachung einer Schwingungsvorrichtung |
DE19731731A1 (de) * | 1997-07-23 | 1999-02-25 | Wacker Werke Kg | Bodenverdichtungsvorrichtung mit veränderbaren Schwingungseigenschaften |
DE10028949A1 (de) * | 2000-06-16 | 2002-03-07 | Bomag Gmbh | Verfahren und Vorrichtung zur Bestimmung des Verdichtungsgrades bei der Bodenverdichtung |
-
2000
- 2000-09-19 DE DE10046336A patent/DE10046336B4/de not_active Expired - Fee Related
-
2001
- 2001-09-19 JP JP2002529598A patent/JP2004510074A/ja active Pending
- 2001-09-19 US US10/381,079 patent/US6722815B2/en not_active Expired - Fee Related
- 2001-09-19 EP EP01985279A patent/EP1334234B1/de not_active Expired - Lifetime
- 2001-09-19 DE DE50108203T patent/DE50108203D1/de not_active Expired - Lifetime
- 2001-09-19 WO PCT/EP2001/010818 patent/WO2002025015A1/de active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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WO1995010664A1 (en) | 1993-10-14 | 1995-04-20 | Geodynamik H. Thurner Ab | Control of a compacting machine with a measurement of the characteristics of the ground material |
WO1998017865A1 (de) | 1996-10-21 | 1998-04-30 | Ammann Verdichtung Ag | Verfahren zur messung mechanischer daten eines bodens sowie zu dessen verdichtung und mess- bzw. bodenverdichtungsvorrichtung |
DE10019806A1 (de) * | 2000-04-20 | 2001-10-31 | Wacker Werke Kg | Bodenverdichtungsvorrichtung mit Schwingungsdetektion |
WO2001081680A1 (de) * | 2000-04-20 | 2001-11-01 | Wacker-Werke Gmbh & Co. Kg | Bodenverdichtungsvorrichtung mit schwingungsdetektion |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007018743A1 (de) | 2007-04-22 | 2008-10-23 | Bomag Gmbh | Verfahren und System zur Steuerung von Verdichtungsmaschinen |
EP1985760A1 (de) | 2007-04-22 | 2008-10-29 | Bomag Gmbh | Verfahren und System zur Steuerung von Verdichtungsmaschinen |
US8332105B2 (en) | 2007-04-22 | 2012-12-11 | Bomag Gmbh | Method and system for controlling compaction machines |
CN101649596B (zh) * | 2009-09-17 | 2011-06-01 | 长安大学 | 满足横向振动均匀性的摊铺机熨平板 |
CN114924012A (zh) * | 2022-03-07 | 2022-08-19 | 徐州市九州生态园林股份有限公司 | 一种山体生态修复用土壤检测装置及其使用方法 |
Also Published As
Publication number | Publication date |
---|---|
DE10046336B4 (de) | 2005-03-31 |
DE10046336A1 (de) | 2002-05-02 |
DE50108203D1 (de) | 2005-12-29 |
US6722815B2 (en) | 2004-04-20 |
EP1334234A1 (de) | 2003-08-13 |
JP2004510074A (ja) | 2004-04-02 |
US20030180093A1 (en) | 2003-09-25 |
EP1334234B1 (de) | 2005-11-23 |
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