EP0745175A1 - Verfahren zum ausbau eines erdkerns aus einem grabenlos verlegten rohr und molch zur durchführung des verfahrens - Google Patents
Verfahren zum ausbau eines erdkerns aus einem grabenlos verlegten rohr und molch zur durchführung des verfahrensInfo
- Publication number
- EP0745175A1 EP0745175A1 EP95909623A EP95909623A EP0745175A1 EP 0745175 A1 EP0745175 A1 EP 0745175A1 EP 95909623 A EP95909623 A EP 95909623A EP 95909623 A EP95909623 A EP 95909623A EP 0745175 A1 EP0745175 A1 EP 0745175A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- clamping
- pig
- pipe
- lifting device
- cylinder
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 25
- 238000009412 basement excavation Methods 0.000 title abstract 2
- 101100129922 Caenorhabditis elegans pig-1 gene Proteins 0.000 description 8
- 101100520057 Drosophila melanogaster Pig1 gene Proteins 0.000 description 8
- 238000006243 chemical reaction Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000001419 dependent effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B37/00—Methods or apparatus for cleaning boreholes or wells
- E21B37/02—Scrapers specially adapted therefor
- E21B37/04—Scrapers specially adapted therefor operated by fluid pressure, e.g. free-piston scrapers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B08—CLEANING
- B08B—CLEANING IN GENERAL; PREVENTION OF FOULING IN GENERAL
- B08B9/00—Cleaning hollow articles by methods or apparatus specially adapted thereto
- B08B9/02—Cleaning pipes or tubes or systems of pipes or tubes
- B08B9/027—Cleaning the internal surfaces; Removal of blockages
- B08B9/04—Cleaning the internal surfaces; Removal of blockages using cleaning devices introduced into and moved along the pipes
- B08B9/049—Cleaning the internal surfaces; Removal of blockages using cleaning devices introduced into and moved along the pipes having self-contained propelling means for moving the cleaning devices along the pipes, i.e. self-propelled
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/18—Anchoring or feeding in the borehole
Definitions
- the invention relates to a method for removing an earth core from a pipe trenchlessly laid by ramming or pressing, the two pipe ends of which are exposed, in which method a pig is inserted into a pipe end and moved in the longitudinal direction through the pipe, whereby through the pig the earth core is pushed out of the other end of the pipe.
- the earth core is pushed out of the laid pipe with the help of a pig.
- the pig is predominantly pressed against the earth's core with air, which is pumped into the pipe through an inlet connection that closes the pipe end, whereby this is pushed out of the other end of the pipe into a collecting pit.
- the earth core emerges predominantly at an uncontrolled speed, and when the pig is pulled out, there can be a sudden relaxation of those still in the pipe air that is under and under high pressure, which entails a considerable risk of an accident and cannot be carried out in populated areas for noise reasons.
- water instead of air.
- the invention has for its object to provide a method of the type mentioned, with which it is possible in a simple and economical manner and with minimal accident risk for the construction site or operating personnel to remove the earth core from a pipe laid in trenchless pipe jacking.
- the method according to the invention provides that the pig is propelled step by step by means of a lifting device which is variable in length and is supported on the inner wall of the tube, the lifting device being brought into its initial position and its after each extension stroke Support in the direction of advance is followed by the completed step.
- the earth core is pressed out of the pipe by a controlled advancement of the pig, whereby the lifting device of the pig mechanically supported on the inner wall of the tube.
- the lifting device of the pig can have an electrical or hydraulic drive and can be connected via cables or hoses and suitable control devices to an energy source arranged outside the pipeline. The movement of the lifting device can thus be controlled in a simple manner by supplying the drive energy.
- a pig can be provided, which consists of a head plate, a length-adjustable lifting device and clamping devices, the head plate having one end of the lifting device and a first clamping device and the other End of the lifting device is connected to a second tensioning device, the tensioning devices being movable alternately into a tensioning position in which they can be pressed against the inner wall of a tube or into a release position in which they are lifted off the inner wall of the tube and the lifting device and the clamping devices can be actuated by means of remotely controllable, hydraulic or electrical drives.
- the pig according to the invention is characterized by a simple and robust construction and is easy to operate via the control of its drives.
- the pig can be adapted to different pipe dimensions in a simple manner by adapting the head plate and the clamping devices to the respective pipe diameter. No complex conversion work is necessary for this.
- Hydraulic drives are preferably used to actuate the lifting device and the tensioning devices, which are connected to drive units customary in construction and can be driven with biodegradable hydraulic oils.
- the lifting device can be formed by a double-acting, hydraulically actuated lifting cylinder, which is attached to the head plate with one end formed by the piston rod or the cylinder housing and to the second clamping device with the other end.
- the stroke cylinder can be extended and retracted by appropriate control, thereby making it easy to readjust the tensioning device.
- the clamping devices can have radially movable clamping jaws or clamping shoes which are mounted on the head plate or the lifting device and which can each be pressed radially outward against the inner wall of the tube by an associated hydraulically actuated cylinder.
- the first clamping device in the manner of an inner shoe brake has two radially movable clamping jaws, which are rotatably supported at one end on a pin attached to the head plate and whose opposite ends can be moved apart by means of a spreading device .
- This configuration of the first tensioning device can be mounted in a simple manner on the back of the head plate, the central region of the head plate being left free for the fastening of the lifting device.
- a double-acting hydraulic cylinder which is arranged between the ends of the clamping jaws and is connected to the ends of the clamping jaws by form-fitting joints is suitable as a spreading device. With such an arrangement, the clamping jaws can be moved in both directions without the need for additional means.
- Tension shoes with the pig extending in the longitudinal direction Kender clamping skids are provided, of which at least one clamping shoe can be moved radially to the tube axis with the aid of a clamping cylinder which is supported on the other clamping shoe. With the help of the instep? uhe can be effectively transferred to the Rohrw . ⁇ ..d to support the reaction force from the feed force of the lifting device and generated by the clamping cylinder clamping forces.
- the tensioning shoes also serve to guide the lifting device on the inner wall of the tube while the lifting device is being reset.
- An embodiment is advantageous in which the tensioning shoes are pivotally mounted on a pressure plate which is attached to an end face of the lifting device.
- a ring surrounding the lifting device can be provided according to the invention, on which the clamping cylinder or cylinders are supported in the radial direction.
- the radially inwardly directed reaction forces are absorbed by the ring and brought into equilibrium with one another so that the lifting device arranged within the ring remains unloaded by these forces.
- FIG. 1 shows a schematic representation of a pig according to the invention in use within a pipeline
- FIG. 2 shows a cross section along the line 2-2 in FIG. 1
- FIG. 3 shows a cross section along the line 3-3 according to FIG. 1
- Figure 4 shows a cross section along the line 4-4 of Figure 1 and
- FIG. 5 shows a schematic illustration of an application of the method according to the invention with the aid of a pig according to FIG. 1.
- the pig 1 shown in FIGS. 1 to 4 consists of a circular disc-shaped head plate 2 with a scraper ring 3 which bears against the inner wall 4 of a tube 5 with radial prestress.
- the front side 6 of the head plate 2 serves to press out an earth core 7, which is located in front of the head plate 2 in the tube 5.
- the piston rod 9 of a double-acting hydraulic lifting cylinder 10 is fastened to the rear side 8 of the head plate 2. The piston rod 9 is completely retracted into the lifting cylinder 10 in the position shown in FIG. 1.
- a clamping device 11 is arranged on the rear side 8 of the head plate 2.
- the clamping device 11 has two clamping jaws 12, 13 which are rotatably supported at one end on a pin 14 screwed into the head plate 2.
- a double-acting hydraulic cylinder 15 is arranged between the opposite ends of the clamping jaws 12, 13, the cylinder housing 16 of which is connected in an articulated manner to the clamping jaws 12 and the piston rod 17 of which is connected to the clamping jaws 13.
- the articulated connection is formed by hinge pins 18 which penetrate the forked end of the clamping jaws 12, 13 and pressure pieces 19 connected to the cylinder housing 16 or piston rod 17 and which are aligned parallel to the pin 14. In the position shown in FIG.
- the clamping jaws 12, 13 are held by an action on the piston rod of the cylinder 15. Stop pins 20 in the head plate 2 ensure that the clamping jaws 12, 13 are centered with respect to the central axis of the head plate 2.
- the movable ends of the clamping jaws 12, 13 are spread apart and the outside of the clamping jaws 12, 13 is pressed against the inner wall 4 of the tube 5. Due to the frictional engagement between the clamping jaws 12, 13 and the inner wall 4, the head plate 2 can be held in the tube 5 with such a force that it cannot be displaced when the lifting cylinder 10 is reset.
- the end of the lifting cylinder 10 opposite the head plate 2 is fixedly connected to a pressure plate 21, a second clamping device 22.
- the pressure plate 21 has three bearing blocks 23 on its outer circumference, in each of which a tensioning shoe 24 is pivotally mounted on a bearing journal 25 about a tangential axis.
- the tensioning shoes 24 are provided with tensioning skids 26 which extend parallel to the lifting cylinder 10 along the inner wall 4 of the tube 5 and have a cylindrical outer surface, the curvature of which essentially corresponds to the curvature of the inner wall 4.
- Radially aligned clamping cylinders 28 are arranged between the clamping skids 26 and a support ring 27 encompassing the lifting cylinder 10 with little play.
- the clamping cylinders 28 are fastened with their cylinder housing 29 to the support ring 27.
- the pistons 30 of the tensioning cylinders 28 are supported on a pressure plate 31 which is located on the inside of the tensioning skids 26.
- the tensioning skids 26 form a sliding guide for which the lifting cylinder 10 and the tensioning device 22 Deten part of the pig 1. If the clamping cylinders 28 are pressurized, they press the clamping skids 26 radially outwards against the inner wall 4 of the tube 5 with a force such that the resulting frictional engagement is sufficient to compensate for the movement of the Earth core 7 on the stroke cylinder 10 occurring reaction force to be transmitted to the tube 5.
- FIG. 5 The method for removing an earth core 7 from a pipe driven horizontally by means of ramming in the ground with the aid of the pig described is illustrated in FIG. 5 and is described in more detail below.
- the example according to FIG. 5 shows a pipe 5 driven from a starting pit 32 to a target pit 33 through a dam 34, in which there is an earth core 7 which penetrated into the pipe 5 during driving.
- a pig 1 In the end of the pipe 5 adjacent to the starting pit 32 there is a pig 1 of the type described above.
- the earth core was removed by hand at the end of the pipe facing the starting pit 32 to a length corresponding to the length of the newt 1.
- the pig 1 was then inserted into the tube 5 with the aid of a suitable lifting device.
- the pig 1 is connected via pressure hoses 35 to a drive unit 36 which contains a motor, a pump and a hydraulic control device.
- the control device is operated by an operator 37.
- the tensioning cylinders 28 of the pig 1 are first pressurized in the extension direction and the tensioning skids 26 are thereby tensioned against the inner wall of the tube 5. Then pressure medium is directed to the side of the piston of the lifting cylinder 10 facing away from the piston rod, whereby the piston rod 9 is extended and the head plate 2 is moved in the direction of the earth core 7. Here, the earth core 7 is compressed and finally moved towards the target pit 33.
- the reaction force from the driving force exerted on the head plate 2 is in this case supported on the tube 5 via the tensioning device 22.
- the lifting cylinder IG is relieved, the tensioning device 22 is released and, by acting on the cylinder 15, the clamping jaws 12, 13 of the tensioning device 11 are pressed against the wall of the tube 5 on the piston plate 2.
- the piston of the cylinder 10 is then subjected to pressure on the side of the piston rod 9, as a result of which the piston rod 9 is retracted into the lifting cylinder 10. Since the head plate 2 is locked in this process by the tensioning device 11, the housing of the lifting cylinder 10 is moved together with the tensioning device 22 in the direction of the head plate 2, the tensioning skids 26 sliding along the inner wall of the tube 5. It is the piston rod 9 completely retracted, the control sequence described above is repeated.
- the pig 1 is shifted step by step in the tube 5 against the earth core 7, the earth core 7 being pushed out of the tube 5 and being received by the pit 33.
- the speed of advance being determined by the pump power of the drive unit dependent and controllable via the control.
- the pig can be reversed, ie the piston rod 9 extended with the tensioning device 11 tensioned and the piston rod 9 retracted tensioned clamping device 22, backwards out of the tunneling section.
- the hydraulic control of the lifting cylinder 10 and the tensioning devices 11, 22 can preferably be carried out manually from the outside via a control block with integrated solenoid valves and main feed lines for supply and return to the control block or via a mechanically operated control block.
- the control block can be arranged on the pig 1, the solenoid valves being controlled via an electrical control line from the drive unit or a battery.
- separate hydraulic supply lines can be routed from the control station to the individual functional units, lifting cylinders and tensioning devices.
Landscapes
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
- Cleaning In General (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Geophysics And Detection Of Objects (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4404712A DE4404712A1 (de) | 1994-02-15 | 1994-02-15 | Verfahren zum Ausbau eines Erdkerns aus einem grabenlos verlegten Rohr und Molch zur Durchführung des Verfahrens |
DE4404712 | 1994-02-15 | ||
PCT/DE1995/000159 WO1995021984A1 (de) | 1994-02-15 | 1995-02-09 | Verfahren zum ausbau eines erdkerns aus einem grabenlos verlegten rohr und molch zur durchführung des verfahrens |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0745175A1 true EP0745175A1 (de) | 1996-12-04 |
EP0745175B1 EP0745175B1 (de) | 1999-04-28 |
Family
ID=6510243
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95909623A Expired - Lifetime EP0745175B1 (de) | 1994-02-15 | 1995-02-09 | Verfahren zum ausbau eines erdkerns aus einem grabenlos verlegten rohr und molch zur durchführung des verfahrens |
Country Status (7)
Country | Link |
---|---|
US (1) | US5758730A (de) |
EP (1) | EP0745175B1 (de) |
JP (1) | JPH10503814A (de) |
AT (1) | ATE179487T1 (de) |
AU (1) | AU1804395A (de) |
DE (3) | DE4404712A1 (de) |
WO (1) | WO1995021984A1 (de) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19529948A1 (de) * | 1995-08-14 | 1997-03-06 | Preussag Anlagenbau | Molch zum Ausbau eines Erdkerns aus einem grabenlos verlegten Rohr |
DE19540200C2 (de) * | 1995-10-28 | 1997-10-16 | Tracto Technik | Rohrentleerungssystem |
DE19713737C2 (de) * | 1997-04-03 | 1999-03-25 | Cd Durchoerterungstechnik Chri | Verfahren und Vorrichtung zum Ausbau eines Erdkerns aus einem grabenlos verlegten Rohr |
US6732816B2 (en) | 2000-05-03 | 2004-05-11 | Lattice Intellectual Property Limited | Method of forming a trenchless flowline |
US8684104B1 (en) | 2007-04-13 | 2014-04-01 | Andrew J. Fisk, III | Detachable pipe ramming head with efficient lubrication dispersal |
US20100139019A1 (en) * | 2007-04-27 | 2010-06-10 | Christian Geppert | Cleaning Apparatus for Large Diameter Pipe |
NO333300B1 (no) * | 2008-06-05 | 2013-04-29 | Norwegian Hard Rock Drilling As | Anordning ved bergboremaskin |
CN104358520A (zh) * | 2014-11-04 | 2015-02-18 | 无锡市钻通工程机械有限公司 | 推管机的夹持推拉机构 |
CN107413785B (zh) * | 2017-09-26 | 2019-12-13 | 抚州市东乡区莉芳节能环保科技有限公司 | 一种天然气管道清洗用快速清洗装置 |
CN111420949A (zh) * | 2020-04-12 | 2020-07-17 | 张靖 | 一种市政排水管廊调蓄冲洗装置及其实施方法 |
CN112221678A (zh) * | 2020-10-13 | 2021-01-15 | 潘东强 | 一种河道水污染处理设备 |
CN116441249B (zh) * | 2023-06-09 | 2023-09-12 | 山西一建集团有限公司 | 暖通管道在土建构件中的铺设装置 |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4314615A (en) * | 1980-05-28 | 1982-02-09 | George Sodder, Jr. | Self-propelled drilling head |
US4456078A (en) * | 1980-10-23 | 1984-06-26 | Adam Arthur J L | Earth boring method and apparatus |
GB2091782B (en) * | 1981-01-23 | 1984-08-15 | Inst Gornogo Dela Sibirskogo O | Emtying spoil from pipes |
DE3431233A1 (de) * | 1984-08-24 | 1986-03-06 | Institut gornogo dela Sibirskogo otdelenija Akademii Nauk SSSR, Novosibirsk | Verfahren zum grabenlosen verlegen von rohrleitungen |
DE3609111A1 (de) * | 1986-03-19 | 1987-10-01 | Turmag Turbo Masch Ag | Bohrmaschine |
SE8702543D0 (sv) * | 1987-06-17 | 1987-06-17 | Stig Westman | Redskap for arbeten i rorledningar |
AU648275B2 (en) * | 1989-10-25 | 1994-04-21 | Valto Ilomaki | Method for the mounting of underground pipelines |
DE4219676C2 (de) * | 1992-06-16 | 1994-12-22 | Tracto Technik | Verfahren und Vorrichtung zum grabenlosen Verlegen von Produktrohren |
SE501283C2 (sv) * | 1993-05-06 | 1995-01-09 | Lars Sterner | Bergborrmaskin |
-
1994
- 1994-02-15 DE DE4404712A patent/DE4404712A1/de not_active Withdrawn
-
1995
- 1995-02-09 DE DE19580049T patent/DE19580049D2/de not_active Expired - Fee Related
- 1995-02-09 AU AU18043/95A patent/AU1804395A/en not_active Abandoned
- 1995-02-09 WO PCT/DE1995/000159 patent/WO1995021984A1/de active IP Right Grant
- 1995-02-09 DE DE59505779T patent/DE59505779D1/de not_active Expired - Lifetime
- 1995-02-09 AT AT95909623T patent/ATE179487T1/de not_active IP Right Cessation
- 1995-02-09 US US08/687,442 patent/US5758730A/en not_active Expired - Fee Related
- 1995-02-09 EP EP95909623A patent/EP0745175B1/de not_active Expired - Lifetime
- 1995-02-09 JP JP7520902A patent/JPH10503814A/ja active Pending
Non-Patent Citations (1)
Title |
---|
See references of WO9521984A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE4404712A1 (de) | 1995-08-17 |
JPH10503814A (ja) | 1998-04-07 |
EP0745175B1 (de) | 1999-04-28 |
ATE179487T1 (de) | 1999-05-15 |
AU1804395A (en) | 1995-08-29 |
US5758730A (en) | 1998-06-02 |
DE19580049D2 (de) | 1996-12-19 |
DE59505779D1 (de) | 1999-06-02 |
WO1995021984A1 (de) | 1995-08-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2430284B1 (de) | Zug- und druckvorrichtung | |
DE69522873T2 (de) | Schneidgerät | |
EP0745175B1 (de) | Verfahren zum ausbau eines erdkerns aus einem grabenlos verlegten rohr und molch zur durchführung des verfahrens | |
DE2437012B2 (de) | Vorrichtung zum Verlegen eines Rohrstranges in einem Graben, insbesondere in wasserführenden Böden | |
EP2553202A2 (de) | Verfahren zum betrieb einer horizontalbohrvorrichtung und horizontalbohrvorrichtung | |
DE2241695C3 (de) | Vorpreßvorrichtung für den Rohrvorpreßbetrieb | |
DE2615597A1 (de) | Erdbearbeitungseinrichtung fuer eine tunnelvortriebsmaschine | |
EP0825326B1 (de) | Verfahren und Vorrichtung zum Horizontalbohren und zum Handhaben von Bohrstangen | |
DE102006062322B3 (de) | Horizontalpressbohranlage | |
DE3733463C1 (en) | Process and apparatus for exchanging pipes | |
DE102013016955A1 (de) | Verfahren und System zum horizontalen Einbringen eines Rohrs ins Erdreich | |
DE3925504C2 (de) | Vorrichtung zum Herausziehen eines in Festmaterial eingebetteten Rohres | |
DE102006033753A1 (de) | System und Verfahren zum Spannen von Strangabschnitten zu einem Strang | |
DD293630A5 (de) | Verfahren und vorrichtung zum auswechseln im erdreich verlegter rohrleitungen | |
DE19855648A1 (de) | Verfahren zur unterirdischen Verlegung von Kabeln und Versorgungsleitungen | |
DE3911379C2 (de) | Rohrvorpreßstation für Rohrvorpreßbetriebe | |
DE3803070C1 (en) | Arrangement for advancing an advancement pipe | |
DE10332328B3 (de) | Vorrichtung zum Erneuern von im Erdreich verlegten Versorgungsleitungen | |
DE19922813C2 (de) | Automatisches Gestänge | |
AT356981B (de) | Rohrverlegegeraet | |
EP0845070B1 (de) | Molch zum ausbau eines erdkerns aus einem grabenlos verlegten rohr | |
DE2720039C2 (de) | Zwischenmuffe zum Vorpressen unterirdischer Rohrleitungen | |
AT337761B (de) | Verfahren und vorrichtung zur herstellung von unterirdischen hohlraumen, z.b. tunneln, kanalen, schachten u.dgl. | |
DE19754764C1 (de) | Zwischenstationszylinder | |
EP3026320A1 (de) | Verfahren zum einziehen eines neurohres in ein altrohr und zur durchführung des verfahrens geeignete vorrichtung |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
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 |
|
17P | Request for examination filed |
Effective date: 19960903 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT CH DE ES FR IT LI LU NL |
|
17Q | First examination report despatched |
Effective date: 19970818 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT CH DE ES FR IT LI LU NL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19990428 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT Effective date: 19990428 Ref country code: FR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19990428 Ref country code: ES Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19990428 |
|
REF | Corresponds to: |
Ref document number: 179487 Country of ref document: AT Date of ref document: 19990515 Kind code of ref document: T |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 59505779 Country of ref document: DE Date of ref document: 19990602 |
|
EN | Fr: translation not filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20030226 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20040209 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20040220 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20040303 Year of fee payment: 10 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050209 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050228 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050228 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20110429 Year of fee payment: 17 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 59505779 Country of ref document: DE Effective date: 20120901 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120901 |