EP1587987A1 - Procede d'installation d'un element prefabrique et dispositif de reception de prismes de mesure - Google Patents

Procede d'installation d'un element prefabrique et dispositif de reception de prismes de mesure

Info

Publication number
EP1587987A1
EP1587987A1 EP03785765A EP03785765A EP1587987A1 EP 1587987 A1 EP1587987 A1 EP 1587987A1 EP 03785765 A EP03785765 A EP 03785765A EP 03785765 A EP03785765 A EP 03785765A EP 1587987 A1 EP1587987 A1 EP 1587987A1
Authority
EP
European Patent Office
Prior art keywords
measuring
finished part
points
point
target
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
EP03785765A
Other languages
German (de)
English (en)
Other versions
EP1587987B1 (fr
Inventor
Ullrich FREITÄGER
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.)
Max Boegl Stiftung and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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
Application filed by Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1587987A1 publication Critical patent/EP1587987A1/fr
Application granted granted Critical
Publication of EP1587987B1 publication Critical patent/EP1587987B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B35/00—Applications of measuring apparatus or devices for track-building purposes
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/16—Guiding or measuring means, e.g. for alignment, canting, stepwise propagation

Definitions

  • the present invention relates to a method for setting up a prefabricated part, in particular a prefabricated plate for the construction of a slab track, which forms a route together with a plurality of prefabricated parts arranged one behind the other, with polygon points which determine an external geometry of the course of the route and a device for accommodating several Measuring prisms, which is arranged on a prefabricated part, in particular a prefabricated plate, for building a slab track.
  • EP 0 780 514 B1 discloses a method for spatially precise positioning of production facilities, which is controlled using reference points in such a way that rail fastening bodies are arranged at the desired location with the desired accuracy.
  • the manufacturing facility can be moved and can measure at least one reference point for selected positions.
  • the arrangement of the rail fastening bodies is controlled by the production device depending on the position to the reference points.
  • sensors are designed as television cameras on the production device, which detects the height of the production device in comparison to the height of the respective associated reference point.
  • the deviation of the actual from the target position is calculated, whereupon the production device is shifted in the longitudinal and transverse directions into the target position.
  • the rail fastening body is then positioned and fastened.
  • a disadvantage of this device is that a large number of reference points is required for precise laying of the rail fastening body in order to be able to carry out the positioning of the rail fastening body with the accuracy required for high-speed railways.
  • the reference points must be arranged along the route so that the manufacturing facility can use them as a guide. A lot of work is therefore required to create the reference points.
  • the position of a production device is precisely determined with the proposed method. However, the proposed method does not check whether the production device subsequently positions the rail fastening body correctly.
  • the method according to the invention is used to set up a prefabricated part, in particular a prefabricated plate for the construction of a slab track.
  • Several finished parts arranged one behind the other form a line.
  • the route composed of the finished parts has polygon points which determine an external geometry of the course of the route.
  • a measuring device in particular a tachymeter, is set up at a first polygon point and oriented with respect to at least one target point. Then measuring points of the finished part are measured based on this target point orientation with regard to their actual position and compared with their target position.
  • the finished part is then set up according to the difference between the actual and target position.
  • the orientation of the tachymeter and the measurement of the actual position of the measuring points of the finished part is done by creating a target line or orientation line between the tachymeter and the target point, from which the position of the measuring points is determined.
  • the win- point can be used. This is often the better and easier way to determine the position of the measuring point.
  • a tolerance of +/- 0.1 mm may be permitted.
  • the position of the finished part or its measuring points is from the target line, i.e. given the internal geometry with very high accuracy ..
  • the kinks between the individual sections of the route, which are determined by the finished parts, are particularly small. It is assumed that the finished parts are very precisely manufactured. The operation of high-speed trains on the prefabricated parts of the slab track is therefore very convenient and safe to perform.
  • the measuring points of the finished part are advantageously measuring prisms which are arranged on the finished part. They can either be placed on the finished part with a gauge that simulates, for example, the upper edge of the rails and thus indirectly indicate the position of the finished part, or they can be arranged directly on the finished part and thus directly indicate the position of the finished part.
  • a measuring prism arranged at a polygon point is used as the target point.
  • the measuring prism is particularly well suited for sighting through the measuring device or the tachymeter. If the measuring prism is arranged at a polygon point, the line between the tachymeter and the polygon point forms the orientation or target line at which the finished part is aligned. With a correspondingly precise positioning of the individual polygon points, the tachymeter and the measuring prism at the respective polygon point, a sufficiently precise target line is created, which enables the laying of finished parts with only slight kinks.
  • the target point is set up on a finely aligned, preferably on the last finely aligned finished part, the laying of the successive angle between the orientation line and the line between the tachymeter and the measuring point, and the distance of the measuring point from the tachymeter, and compared with target values. If these target values do not match the required actual values, the position of the finished part is corrected.
  • the target lines of the individual finished parts are part of the inner geometry of the route, ie they determine the neighborhood accuracy of successive finished parts.
  • the polygon points near the axis of the route are advantageously chosen. These polygon points close to the axis are subject to the parameters of the internal geometry to be maintained with regard to their neighborhood accuracy. This means that neighboring polygon points have only an extremely small deviation from the required internal geometry. Overall, the polygon points represent the outer geometry of the route section and can allow a greater tolerance in this regard. In the case of prefabricated parts for the construction of a slab track, orders of magnitude for the tolerance that can easily be achieved with the inventive measuring system are approximately +/- 0.2 mm with regard to the neighborhood accuracy or internal geometry.
  • the polygon points close to the axis have the advantage that they map the outer geometry of the line and thus enable the actual laying of the line on the axis defined by the polygon points.
  • the measuring points are advantageously measured with regard to their position in relation to the line between the tachymeter and the target point.
  • the decisive factor is the distance between the tachymeter and the measuring point and the angle between the finish line and the line from the tachymeter to the measuring point.
  • a tolerance of approximately +/- 1 mm is insignificant when laying a slab track.
  • the transverse deviation from the finish line can also be used to assess the accuracy of the measurement prefabricated parts even more precisely than is the case with the arrangement of the target point at a polygon point. This compensates for any inaccuracy when laying the last finely aligned finished part. This actually smoothes the actual inner geometry,
  • the finished part is advantageously carried by means of adjusting elements, in particular spindles, on a base, in particular a hydraulically bound base layer (HGT).
  • adjusting elements in particular spindles
  • HAT hydraulically bound base layer
  • adjustment elements in particular spindles
  • the adjustment elements are screwed to ground contact before measuring the actual position, a defined position of the spindles and the finished part is created, from which the finished part can be set up.
  • the spindle contact with the ground is determined by a predefined torque on the spindle.
  • a predefined torque on the spindle As soon as this torque is applied to the spindle or the screwdriver, a defined position of the spindle and the finished part is obtained, from which the finished part is then adjusted.
  • the difference between the actual and target positions is displayed first and released before the finished part is actually set up. This prevents the precast part from being set up incorrectly in the event of a faulty measurement and the measurement and setting up of the precast part having to be carried out from scratch.
  • the display can be used to perform a plausibility check and, if necessary, the measurement can be carried out again. If the spindles are adjusted using automatically controlled setting screwdrivers, the finished part can be set up very quickly, reliably and in a way that saves personnel.
  • the total station independently determines the actual position in all measuring points and then displays the adjustment or positioning data of the adjustment elements, in particular the spindles, by means of a display device.
  • the manual aiming of the individual measuring points by an operator is no longer necessary.
  • the finished part is set up, in particular by adjusting the adjusting elements, in particular the spindles. Then the measuring points are measured again and compared with their target position. If the difference is still outside the permissible tolerance, the fine adjustment process is repeated until the difference between the actual and the target position no longer exceeds a predetermined value.
  • the last measured values of the precision straightening process are advantageously stored as a measurement log in order to be able to document the position of the finished part and, if necessary, to be able to prove this to the client.
  • a device according to the invention which can be used in the implementation of the method according to the invention for setting up a prefabricated part, has a receptacle for a plurality of measuring prisms, which is provided for arrangement on a prefabricated part, in particular a prefabricated plate, for the construction of a slab track.
  • the device has a measuring prism holder which holds at least one measuring prism at a predetermined position on the finished part or at a predetermined distance from the finished part when the device is arranged on the finished part.
  • the device has the particular advantage that, in particular in the case of a plurality of measuring prisms, it creates the assignment of the individual measuring prisms to one another and thus makes it unnecessary to adjust these measuring prisms to one another when fine-tuning a finished part.
  • the device forms a measuring gauge for setting up the finished part, so to speak.
  • the measuring prisms are located at defined positions in relation to the finished part and can therefore be observed when measuring any number of finished parts. After a finished part has been set up, the device is removed from this finished part and moved to the next finished part. It only has to be roughly positioned there in order to be able to create the target points for the measurement of the finished part.
  • the measuring prism of the device is advantageously arranged in the region of a supporting spindle of the finished part. As a result, the measured value on the measuring prism can be converted directly into an adjustment of the supporting spindle. It is hereby established that when the spindle is adjusted by a certain amount, the position of the measuring prism is also changed by this amount. An additional conversion is therefore not necessary.
  • the measuring prism is arranged in the area of a rail base, the support of a rail on the prefabricated part of a slab track can be measured.
  • the measuring prism can be placed directly on the rail support point or, according to a particularly advantageous embodiment, can be arranged at a predetermined distance from the rail support point and thereby, for example, correspond to the distance of the upper edge of the rail from the finished part.
  • the prefabricated plate is aligned according to the course of the rail. This ensures a particularly comfortable operation of the rail vehicle since shocks are avoided.
  • additional special adjustment measures and compensation measures on the rails are hardly necessary anymore when they are being installed. This arrangement also compensates for differences in height in the surface of the finished part in the vicinity of the spindle and thus results in a uniform, defined course of the rails.
  • the measuring prism support has a device for the measuring prism which can be placed on a rail base and then corresponds to the distance of a rail head from the rail base.
  • the device thus defines a rail head at the predefined distance from its bearing point.
  • a substructure which is arranged, for example, in the form of rubber plates under the rail foot, can also be taken into account for the corresponding distance.
  • the device according to the invention can be moved on the finished part.
  • wheels can be connected to the device, for example, which guide the device on the finished part and can be pushed onto the subsequent finished part after the finished part has been set up.
  • at least one servomotor for adjusting a supporting spindle of the finished part is arranged on the device, the setting up of the finished part is very quick and simple . perform.
  • the servomotor receives a corresponding signal, it is set in motion and rotates the supporting spindle of the finished part by a predetermined amount in order to raise or lower the finished part.
  • the servomotor aligns the finished part both in height and transversely to the longitudinal axis of the finished part.
  • the same or a further servomotor can be provided, one servomotor for the height adjustment and another servomotor for the transverse adjustment of the finished part.
  • the servomotor is controlled via a computer or an evaluation device of the tachymeter.
  • the measured values obtained from the tachymeter can be forwarded directly to the servomotors via the control and can result in a corresponding adjustment of the finished part to its target position.
  • the measurement can advantageously be carried out in connection with one of three measuring prisms arranged in series and thus alternatively determine the position of the finished part.
  • FIG. 1 shows a plan view of a measuring device
  • Figure 2 shows a cross section through a precast plate with a measuring device and plate 1 '.
  • the measuring prisms 11.1 to 11.6 are located in the vicinity of spindles 12, which are provided for the adjustment of the precast plate V.
  • the adjustment of the spindles 12 takes place with servomotors 13, which rotates the spindle 12 more or less in a thread and thus raises or lowers the prefabricated plate 1 '.
  • the deviation of the individual measuring prisms 11.1 to 11.6 is determined on the basis of the orientation line 6 using the tachymeter 4. For this purpose, the distance of the individual measuring prisms 11.1 to 11.6 from the tachymeter 4 is measured and the angle ⁇ between the orientation line 6 and the measuring beam 14.1 to 14.6 to the individual measuring prisms 11.1 to 11.6 is determined. The values are compared with a specified target value. If the two values lie within a permissible tolerance, the precast plate 1 'is set up. Otherwise, the respective spindle 12 is actuated via a signal to the servomotors 13 and the position of the precast plate 1 'is changed. Then measurements on the measuring prisms are started again and the position now present is compared with the target value. This process continues until the target and actual values are within a permissible tolerance range.
  • the measuring device 10 When the precast plate 1 'is set up, the measuring device 10 is removed and brought to the precast plate 1 ". This is done by moving the tachymeter 4 to a next polygon point 3. The target prism 5 is placed on the polygon point 3' and the measuring device 10 is moved from the precast plate V to the precast plate 1 ".
  • the measuring device 10 has wheels 15 which can roll on the precast plate V and 1 ′′. To keep the measuring device 10 in track, it also has supporting wheels 16 in addition to the wheels 15, which act laterally on the precast plates 1 and thus the measuring device 10 on the
  • the measuring device 10 is then positioned on the precast plate 1 ′′ in such a way that the servomotors 13 on the spin 3 shows the top view of a further measuring arrangement.
  • FIG. 1 shows a plan view of a measuring arrangement on three successive prefabricated plate 1 of a slab track for rail-guided vehicles.
  • Each of the precast panels 1 has rail support points 2, on which rails for the rail-guided vehicle are mounted after the precast panel 1 has been set up.
  • the prefabricated panel 1 partially drawn on the left in the figure is already in its desired position, while the middle and right prefabricated panels V and 1 "still have to be set up.
  • FIG. 1 shows the setting up of the middle prefabricated panel V.
  • the polygon points essentially mark the outer geometry of the route.
  • the inner geometry i.e. the course of the polygon, which results from the stringing together of a plurality of prefabricated panels 1, should be as uniform as possible in order to be able to carry out the driving operation of the vehicle in a particularly comfortable manner.
  • the polygon point 3 is located between the prefabricated panel 1 already set up and the prefabricated panel 1 'to be set up. It was used to set up the precast slab 1 as a position for a tachymeter 4. This tachymeter 4 is now located on the polygon point 3 'for setting up the precast slab 1 * .
  • the tachymeter 4 aims with a beam at a target prism 5, which is located on the polygon point 3.
  • an orientation line 6 is set up between the tachymeter 4 and the target prism 5, according to which the precast plate V is aligned.
  • a measuring device 10 is located on the precast plate V.
  • Six measuring prisms 11.1 to 11.6 are arranged on the measuring device 10.
  • the measuring prisms 11.1 to 11.6 are located at support points 2 of the precast Your 12 can attack and rotate it to position the plate 1 ".
  • the measuring process for setting up the precast plate 1" is then carried out in the same way as for plate 1 '.
  • the measurement of only one direction strand i.e. only the measuring prisms in a row, i.e. measuring prisms 11.2, 11.4 and 11.6 or 11.1, 11.3 and 11.5.
  • the values of tilt sensors 110 are used as additional measured values, which indicate the bank of the plate 1 based on the measured measuring prisms. This also enables a very precise determination of the position of the precast plate 1.
  • the tilt sensors also called inclinometers, are arranged, for example, on the connecting struts of the measuring device 10.
  • the required setting of the spindles 17 can be calculated from their signals in conjunction with the values of the measuring prisms.
  • FIG. 2 shows a section through a prefabricated plate 1, which is arranged with spindles 12 on a hydraulically bound base layer 20.
  • the spindles 12 support the precast plate 1 on the top of the base layer 20.
  • the polygon point 3, which defines the outer geometry of the route, is arranged in the base layer 20.
  • the tachymeter 4 is arranged at the polygon point 3.
  • the tachymeter 4 sends a measuring beam 14.1 and 14.2 to the measuring prisms 11.1 and 11.2.
  • the position of the finished part plate 1 is determined from the position of these measuring prisms 11.1 and 11.2 relative to a desired position.
  • the measuring prisms 11.1 and 11.2 are located on the measuring device 10. They are arranged on the support points 2 of the precast plate 1 with the aid of feet 21. The feet 21 simulate the track later mounted on the support points 2. The measuring prisms 11.1 and 11.2 are thus at a height that corresponds to the later rail head. In order to also be able to take the track gauge of the track into account when measuring the precast slab 1 NEN, the two measuring prisms 11.1 and 11.2 are connected to a connecting rod 22.
  • the measuring device 10 In order to convey the laying of the measuring device 10 from an installed prefabricated plate 1 to a new prefabricated plate 1, the measuring device 10 has wheels 15. The feet 21, the connecting rod 22 and the servomotors 13 are arranged on the measuring device 10. As a result, the displacement of the measuring device 10 can be carried out very quickly and without great expenditure on personnel.
  • FIG. 3 shows a measurement method which corresponds in principle to the measurement method of FIG. 1, but works even more precisely with regard to the internal geometry.
  • the determination of the orientation line does not take place with the sighting of a polygon point 3, which is close to a prefabricated plate 1 that has already been set up. Rather, the orientation line 6 'is directed to points which are already set up precisely and which are located on the precast plate 1.
  • an auxiliary device 25 is arranged on support points 2 of the precast plate 1, which has target prisms 5 '.
  • the tachymeter 4 is now oriented on these target prisms 5 ', which results in two orientation lines 6'.
  • the measuring prisms 11.1 to 11.6 are now measured starting from the orientation lines 6 '.
  • An inaccuracy which is present between the polygon point 3 and the actually installed prefabricated panel 1 is eliminated by this setup method, since the actual prefabricated panel 1, which has already been set up, is decisive.
  • the tachymeter 4 is not arranged at the closest polygon point 3, but at a more distant polygon point 3. This creates a longer measuring beam, which results in a more precise measurement and thus a lower measurement error.
  • the present invention is not limited to the exemplary embodiments shown, in particular a combination of the two embodiments of the invention shown in FIG. 1 and FIG. 3 can take place.
  • the tachymeter 4 can be arranged closer to the prefabricated panel to be set up than is shown in FIG. 3.
  • it is not always necessary that the setting of the spindles 12 is carried out by means of servomotors 13.
  • the adjustment of the spindles 12 can of course also be done manually. For the rest, it is sufficient in most cases if only a height adjustment is carried out with the spindles 12.
  • the lateral adjustment of the precast plate with the spindles 17 and possibly servomotors 13 connected to it will not be necessary in every case. It can also be set manually using appropriate adjustment devices.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

L'invention concerne un procédé d'installation d'un élément préfabriqué (1), en particulier d'une dalle préfabriquée pour la construction d'une voie sans ballast, procédé selon lequel plusieurs éléments préfabriqués (1), placés les uns derrière les autres, forment un tronçon. Des points de polygone (3) définissent une géométrie extérieure du tracé du tronçon. Un appareil de mesure, en particulier un tachéomètre (4), est placé en un premier point de polygone (3) et orienté par rapport à au moins un point cible. Ensuite, la position réelle de plusieurs points de mesure de l'élément préfabriqué (1) est mesurée, comparée à la position de consigne puis cet élément préfabriqué (1) est installé en fonction de la différence entre la position réelle et la position de consigne. Cette invention concerne également un dispositif de réception d'au moins un prisme de mesure (11), lequel dispositif est prévu pour être placé sur un élément préfabriqué (1), en particulier une dalle préfabriquée pour la construction d'une voie sans ballast, et comprend un porte-prismes de mesure (21, 22) supportant au moins un prisme de mesure (11) en un point prédéfini de l'élément préfabriqué (1) ou à une certaine distance de cet élément préfabriqué (1).
EP03785765.3A 2003-01-27 2003-12-06 Procede d'installation d'un element prefabrique et dispositif de mesure Expired - Lifetime EP1587987B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10303177A DE10303177A1 (de) 2003-01-27 2003-01-27 Verfahren zum Einrichten eines Fertigteiles und Vorrichtung zur Aufnahme von Messprismen
DE10303177 2003-01-27
PCT/EP2003/013863 WO2004067845A1 (fr) 2003-01-27 2003-12-06 Procede d'installation d'un element prefabrique et dispositif de reception de prismes de mesure

Publications (2)

Publication Number Publication Date
EP1587987A1 true EP1587987A1 (fr) 2005-10-26
EP1587987B1 EP1587987B1 (fr) 2015-02-11

Family

ID=32602978

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03785765.3A Expired - Lifetime EP1587987B1 (fr) 2003-01-27 2003-12-06 Procede d'installation d'un element prefabrique et dispositif de mesure

Country Status (6)

Country Link
EP (1) EP1587987B1 (fr)
KR (1) KR101255347B1 (fr)
CN (1) CN100523378C (fr)
AU (1) AU2003294810A1 (fr)
DE (1) DE10303177A1 (fr)
WO (1) WO2004067845A1 (fr)

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CN101592482B (zh) * 2009-06-30 2011-03-02 上海磁浮交通发展有限公司 大型构件精确定位的方法
CN101824782B (zh) * 2010-04-28 2012-03-21 中铁十五局集团有限公司 高速铁路轨道精调装置
CN101922133B (zh) * 2010-08-12 2012-06-06 上海铁路局科学技术研究所 用于轨道参数高效测量的智能轨道检测仪
CN102830718B (zh) * 2012-09-14 2015-01-21 中南大学 大型工件自动精确定位方法
AT515805B1 (de) * 2014-07-29 2015-12-15 Rungger Helmut Schienenfahrzeug mit einer Vorrichtung zum Nachbearbeiten der Lauffläche von Gleisschienen
CN105625104B (zh) 2016-01-11 2018-08-24 北京城建设计发展集团股份有限公司 一种预制板式减振轨道结构系统及配套施工方法
CN111041912A (zh) * 2019-12-20 2020-04-21 中国铁道科学研究院集团有限公司电子计算技术研究所 一种双块式无砟轨道复测方法及系统
CN111926639B (zh) * 2020-07-16 2021-10-29 重庆工商大学 一种铁轨线路故障诊断用具有测量结构的移位矫正装置

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CH657881A5 (de) * 1980-11-04 1986-09-30 Canron Inc Crissier Verfahren und vorrichtung zur vermessung der lage eines eisenbahngleises.
EP0078051B1 (fr) * 1981-10-28 1986-09-17 Hoechst Aktiengesellschaft Procédé de séparation de la fraction métaux lourds de produits intermédiaires de la fabrication d'engrais phosphatés
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JP2000118628A (ja) * 1998-10-16 2000-04-25 Toyota Autom Loom Works Ltd 自動倉庫のレールユニット
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JP2001349730A (ja) * 2000-06-09 2001-12-21 Aputo:Kk 鉄道レールの測定検査方法とその装置
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Also Published As

Publication number Publication date
KR20050097518A (ko) 2005-10-07
EP1587987B1 (fr) 2015-02-11
CN1745217A (zh) 2006-03-08
DE10303177A1 (de) 2004-07-29
AU2003294810A1 (en) 2004-08-23
CN100523378C (zh) 2009-08-05
WO2004067845A1 (fr) 2004-08-12
KR101255347B1 (ko) 2013-04-16

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