EP1285135A1 - Oscillation detecting device for compacting soil - Google Patents
Oscillation detecting device for compacting soilInfo
- Publication number
- EP1285135A1 EP1285135A1 EP01945001A EP01945001A EP1285135A1 EP 1285135 A1 EP1285135 A1 EP 1285135A1 EP 01945001 A EP01945001 A EP 01945001A EP 01945001 A EP01945001 A EP 01945001A EP 1285135 A1 EP1285135 A1 EP 1285135A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- soil
- mass
- contact element
- vibration
- ground contact
- 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.)
- Withdrawn
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
- E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
- E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
- E01C19/38—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight with means specifically for generating vibrations, e.g. vibrating plate compactors, immersion vibrators
-
- 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 soil contact element acted upon by a vibration exciter for soil compaction.
- Such a soil compaction device e.g. B. a vibration plate or roller
- a vibration plate or roller usually consists of two relatively elastically coupled masses, namely a lower and an upper mass.
- the lower mass essentially comprises a ground contact element which is acted upon by a vibration exciter.
- the upper mass usually carries a drive for the vibration exciter and is connected to the lower mass via spring elements.
- unbalance exciters have proven to be vibration exciters, in which one or two shafts carrying unbalanced masses are rotated.
- the resulting vibration which can also be adjusted in different directions if necessary, is introduced into the soil contact element and used to compact soil.
- the structure described is generally known in particular in connection with vibration plates or rollers, so that a further description is not necessary.
- the vibration exciters usually generate a vibration with constant frequency and amplitude.
- vibratory plates are known, in which a stepped or stepless adjustment of frequency and / or amplitude is possible, but the adjustment is the sole responsibility of the operator. Since the optimal parameters for soil compaction can change constantly during the compaction process due to different soil conditions, and since the operator is unable to continuously record these parameters and convert them into a corresponding setting of the vibration exciter, the vibration parameters are generally not addressed to the special ones Adjusted properties of the subsurface. In particular, the problem may arise that the soil compaction device begins to jump when the soil to be compacted does not have sufficient deformability.
- a cracking of the soil compaction device leads to a rapid increase in machine wear, the environmental pollution caused by noise and the operator's strain.
- the soil can be loosened again by jumping the soil compaction device.
- a method for measuring mechanical data of a soil for a soil compaction device is known from W098 / 17865.
- a vibratory roller is described there, the roller drum of which, together with the soil to be compacted, is regarded as a compacting vibration system, the vibration behavior of which is recorded by a computing unit.
- the computing unit adjusts the vibration exciter in the vibration roller in such a way that a predetermined soil stiffness, that is to say the desired compaction result, can be achieved.
- the vibration behavior is recorded using a number of measuring elements which are attached to the roller drum serving as a ground contact element.
- the invention is based on the object of specifying a soil compaction device with a controllable vibration exciter, in which the vibration behavior of the soil contact element can be detected in a simpler manner.
- a detection mass is provided, which is connected to the soil contact element by an elastic coupling.
- the detection mass is movable against the elastic coupling with the ground contact element with at least one degree of freedom, the movement of the detection mass being measured by a measuring device.
- a measurement signal emitted by the measuring device is evaluated in a control device and compared with a target value. If a deviation is found, the control device controls the vibration exciter which acts on the ground contact element accordingly.
- the detection mass and the ground contact element essentially form a mechanical filter with which the prevailing on the ground contact element stochastic movements, ie vibrations, are filtered in such a way that z. B. filter out higher-frequency vibrations, ie vibrations with a frequency higher than the frequency specified by the vibration exciter, so that the detection mass is subject to a simplified movement and vibration pattern compared to the ground contact element.
- the filtering can be carried out in such a way that the vibrations generated by the reaction of an excessive impact energy at the detection mass, that is, for. B. occur due to jumps of the ground contact element, but not the stochastic vibrations of the lower mass with the ground contact element.
- this vibration of the detection mass can be detected considerably more easily than in the prior art, so that a clear measuring signal is available for the control device.
- the measuring device is suitable for refining the measuring method in order to detect movements of the detection mass in several spatial directions and / or directions of rotation.
- the detection mass is formed by the upper mass.
- the upper mass is elastically coupled to the lower mass, so that no additional detection mass element has to be provided.
- the measuring device detects the movement of the upper mass and delivers a corresponding measurement signal. Due to the relatively high inertia of the upper mass, the filter effect is used particularly advantageously. The structure can be easily implemented since only one measuring device has to be attached to the upper mass.
- the movement measured by the measuring device is preferably an acceleration of the detection mass, since acceleration values can be measured particularly easily.
- the single figure shows a vibration plate according to the invention, which serves as a soil compaction device.
- the vibration plate has an upper mass 1, which essentially comprises a drive (not shown) for a vibration exciter 2, a fuel tank, a cover and various control units and a drawbar 3 for guiding the vibration plate.
- a bottom contact plate 5 is elastically coupled to the upper mass 1.
- the ground contact plate 5 is an essential component of a sub-mass, which, however, also includes the vibration exciter 2.
- An acceleration sensor 6 is attached to the upper mass 1, which detects the acceleration of the upper mass 1 in the direction of at least one degree of freedom, but depending on the embodiment also in the direction of several degrees of freedom, and outputs a corresponding measurement signal 7 to a control device 8. At least one movement of the upper mass 1 in the vertical direction should be detected. Instead of measuring the acceleration by the acceleration sensor 6, it may also be expedient in other embodiments to use a different form of movement, e.g. B. to detect the speed of the upper mass 1. A corresponding sensor and associated algorithms would then have to be provided in the control device 8 if necessary.
- the measurement signal 7 is evaluated in the control device 8.
- the upper mass 1 Due to the vibration decoupling between the upper mass 1 and the ground contact plate 5 by the elastic elements 4, the upper mass 1 remains relatively quiet in normal operation of the vibrating plate, even if the ground contact plate 5 constantly performs random, sometimes wobbling movements.
- the inertia of the upper mass 1 due to its relatively large mass supports this behavior.
- the measurement signal 7 is processed with the aid of a computing method. rens electronically evaluated as actual value.
- the determination of an effective value which is determined in the form of a root mean square value (RMS value), has proven to be particularly suitable for the actual value.
- RMS value root mean square value
- other known signal evaluation methods are also conceivable, which preferably deliver a characteristic actual or effective value as a result.
- the effective value is compared by the control device 8 with a target value.
- the setpoint can be influenced by the operator. However, it is also possible to set the setpoint in the factory and to program it permanently into the control device 8.
- the control device 8 controls the vibration exciter 2 via a control signal 9.
- the aim of the control is to change the vibration energy, which can be achieved by various measures known per se.
- the vibration energy is changed by adapting the frequency or amplitude of the vibration exciter 2.
- the change in frequency can take place under the premise of a constant centrifugal force, in which the speed of the exciter is regulated depending on the set amplitude so that the product of the amplitude (mr value) and the square of the frequency, i.e. the resulting centrifugal force, is always corresponds to a predetermined, constant value.
- the speed change of the exciter in a mechanical drive is e.g. B. possible via a V-belt drive with adjustable pulley diameters.
- a corresponding adjustable axial piston pump must be provided on the drive motor.
- Nes electric drive has a corresponding speed adjustment z. B. to be done via a frequency converter.
- the setpoint value stored in the control direction is a threshold value, when the effective value is exceeded, the control device 8 directly controls a reduction in the vibration energy by the vibration exciter 2. This allows z. B. prevent jumping of the ground contact plate 5 already in the approach.
- control device 8 controls the vibration exciter 2 as a function of the effective value exceeding or falling below the setpoint value in order to always keep the soil compaction process in an optimal range.
- the detection mass provided according to the invention was formed by the upper mass 1.
- an additional detection mass element to the lower mass, i. H. to couple elastically with the ground contact plate 5.
- the detection mass element should be made relatively small and should be able to be accommodated in a small housing on the ground contact plate 5.
- the invention can be applied equally to vibration plates according to the embodiment shown, as well as to a vibration roller in which the ground contact element is a roller drum.
- the arrangement of the detection mass and the ground contact element 5 allows mechanical filtering, which replaces a complex electronic filtering that can only be achieved by additional components. If the detection mass is formed by the upper mass, practically no additional component is required at all. Rather, a simpler sensor can be selected as the acceleration sensor compared to the prior art, since the vibrations to be detected likewise take a simpler time course.
- the evaluation and control algorithms in the control device 8 are also simpler and less time-critical.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Apparatuses For Generation Of Mechanical Vibrations (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10019806 | 2000-04-20 | ||
DE10019806A DE10019806B4 (en) | 2000-04-20 | 2000-04-20 | Soil compacting device with vibration detection |
PCT/EP2001/004243 WO2001081680A1 (en) | 2000-04-20 | 2001-04-12 | Oscillation detecting device for compacting soil |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1285135A1 true EP1285135A1 (en) | 2003-02-26 |
Family
ID=7639593
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01945001A Withdrawn EP1285135A1 (en) | 2000-04-20 | 2001-04-12 | Oscillation detecting device for compacting soil |
Country Status (5)
Country | Link |
---|---|
US (1) | US6808336B2 (en) |
EP (1) | EP1285135A1 (en) |
JP (1) | JP2003531324A (en) |
DE (1) | DE10019806B4 (en) |
WO (1) | WO2001081680A1 (en) |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10046336B4 (en) | 2000-09-19 | 2005-03-31 | Wacker Construction Equipment Ag | Soil compacting device with vibration exciter and method for controlling the vibration exciter |
EP1411173A3 (en) * | 2002-10-15 | 2005-01-05 | Rammax Maschinenbau GmbH | Soil compacting device |
CN100549299C (en) * | 2003-01-24 | 2009-10-14 | 英格索尔-兰德公司 | The vibrational system that is used for the compacting machine vehicle |
EP1516961B1 (en) | 2003-09-19 | 2013-12-25 | Ammann Aufbereitung AG | Method for determining soil rigidity and soil compaction device |
DE102005022627A1 (en) * | 2005-05-11 | 2006-11-16 | Ammann Verdichtung Gmbh | Soil Compactor |
DE102005029432A1 (en) * | 2005-06-24 | 2006-12-28 | Wacker Construction Equipment Ag | Soil compacting device with automatic or operator-intuitive adjustment of advance vector comprises vibrating plate controlled so that the direction of action of force can be set in more than two locations or changed as wished |
US20070116520A1 (en) * | 2005-11-18 | 2007-05-24 | Quenzi Philip J | Vibrating device for screeding machine |
DE102006008266B4 (en) * | 2006-02-22 | 2009-11-12 | Wacker Neuson Se | Method and device for measuring soil parameters by means of compaction machines |
DE102007048980A1 (en) * | 2007-10-12 | 2009-04-23 | Wacker Construction Equipment Ag | Ground ramming device with adaptive drive control |
DE202009004302U1 (en) | 2008-04-01 | 2009-11-12 | Wacker Neuson Se | Vibrating plate with intermediate mass |
DE102010052243A1 (en) * | 2010-11-23 | 2012-05-24 | Wacker Neuson Produktion GmbH & Co. KG | Tamping device with synchronization device and method therefor |
US10577915B2 (en) | 2014-01-16 | 2020-03-03 | Schlumberger Technology Corporation | Sonic logging for assessing well integrity |
DE102014001515A1 (en) * | 2014-02-07 | 2015-08-13 | Schenck Process Gmbh | vibrating machine |
DE102016109888A1 (en) | 2016-05-30 | 2017-11-30 | Hamm Ag | Soil compactor and method for operating a soil compactor |
US9937529B1 (en) | 2016-11-29 | 2018-04-10 | Caterpillar Inc. | Device for controlling the movement of an eccentric mass of a vibration inducing mechanism |
SE543161C2 (en) * | 2018-09-28 | 2020-10-13 | Dynapac Compaction Equipment Ab | Method of controlling operation of a vibratory roller |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3153993A (en) * | 1962-01-12 | 1964-10-27 | Tampo Mfg Company | Self-propelled vibratory compactor |
DE2007448A1 (en) * | 1965-02-10 | 1970-09-17 | Stothert & Pitt Ltd., Bath, Somerset (Grossbritannien) | Vibration method and device |
DE2018219C3 (en) * | 1970-04-16 | 1979-02-22 | Losenhausen Maschinenbau Ag, 4000 Duesseldorf | Device for generating a display or control signal for the drive of a dynamic soil compactor |
FR2390546A1 (en) * | 1977-05-09 | 1978-12-08 | Albaret Sa | METHOD AND DEVICE FOR FREQUENCY ADJUSTMENT OF VIBRATIONS APPLIED TO A SOIL FOR A COMPACTION MACHINE, AND COMPACTION MACHINE EQUIPPED WITH SUCH A DEVICE |
DE2928870A1 (en) * | 1979-07-17 | 1981-02-12 | Koehring Gmbh Bomag Division | MASS COMPENSATED PAMPING AND / OR BLOWING SYSTEM |
DE3033476C2 (en) * | 1980-09-05 | 1985-03-21 | Delmag-Maschinenfabrik Reinhold Dornfeld Gmbh + Co, 7300 Esslingen | Vibration device for material compaction |
SE432792B (en) * | 1982-04-01 | 1984-04-16 | Dynapac Maskin Ab | PROCEDURE AND DEVICE FOR ACHIEVING OPTIMAL PACKAGING DEVICE WHEN PACKING DIFFERENT MATERIALS LIKE ASPHALT, EARTH ETC Means a vibrating roller |
DE3421824C2 (en) * | 1984-06-13 | 1986-07-17 | CASE VIBROMAX GmbH & Co KG, 4000 Düsseldorf | Device for checking the compaction in vibration compaction equipment |
JP2551927Y2 (en) * | 1991-06-17 | 1997-10-27 | 村上 鑛治 | Compaction shoe in vibratory rammer |
SE501040C2 (en) * | 1993-03-08 | 1994-10-24 | Thurner Geodynamik Ab | Method and apparatus for controlling the vibration movement of a roller when packing a support such as soil, road banks, asphalt, etc. |
US6431790B1 (en) * | 1996-10-21 | 2002-08-13 | Ammann Verdichtung Ag | Method of measuring mechanical data of a soil, and of compacting the soil, and measuring or soil-compaction device |
JP3146411B2 (en) * | 1996-12-12 | 2001-03-19 | 酒井重工業株式会社 | Vibration mechanism and vibration roller using the vibration mechanism |
DE19731731A1 (en) * | 1997-07-23 | 1999-02-25 | Wacker Werke Kg | Soil compaction device with variable vibration properties |
DE19811345C2 (en) * | 1998-03-16 | 2002-11-07 | Wacker Werke Kg | Soil compacting device |
US6742960B2 (en) * | 2002-07-09 | 2004-06-01 | Caterpillar Inc. | Vibratory compactor and method of using same |
-
2000
- 2000-04-20 DE DE10019806A patent/DE10019806B4/en not_active Expired - Fee Related
-
2001
- 2001-04-12 EP EP01945001A patent/EP1285135A1/en not_active Withdrawn
- 2001-04-12 JP JP2001578743A patent/JP2003531324A/en active Pending
- 2001-04-12 US US10/257,837 patent/US6808336B2/en not_active Expired - Fee Related
- 2001-04-12 WO PCT/EP2001/004243 patent/WO2001081680A1/en not_active Application Discontinuation
Non-Patent Citations (1)
Title |
---|
See references of WO0181680A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE10019806A1 (en) | 2001-10-31 |
US6808336B2 (en) | 2004-10-26 |
US20030156491A1 (en) | 2003-08-21 |
JP2003531324A (en) | 2003-10-21 |
DE10019806B4 (en) | 2005-10-20 |
WO2001081680A1 (en) | 2001-11-01 |
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Legal Events
Date | Code | Title | Description |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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17P | Request for examination filed |
Effective date: 20021018 |
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AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
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RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: WACKER CONSTRUCTION EQUIPMENT AG |
|
17Q | First examination report despatched |
Effective date: 20030513 |
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RBV | Designated contracting states (corrected) |
Designated state(s): AT BE CH CY DE GB LI SE |
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STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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18D | Application deemed to be withdrawn |
Effective date: 20040227 |