CN1112624A - Upper constructural system of crushed-stoneless rail way used at least one rail and production of same - Google Patents
Upper constructural system of crushed-stoneless rail way used at least one rail and production of same Download PDFInfo
- Publication number
- CN1112624A CN1112624A CN95104574A CN95104574A CN1112624A CN 1112624 A CN1112624 A CN 1112624A CN 95104574 A CN95104574 A CN 95104574A CN 95104574 A CN95104574 A CN 95104574A CN 1112624 A CN1112624 A CN 1112624A
- Authority
- CN
- China
- Prior art keywords
- rail
- concrete
- supporting base
- base plate
- road substrate
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
-
- 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
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/005—Making of concrete parts of the track in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
Abstract
The invention relates to a building system of a railroad track, in particular to a building system at the upper part of the non broken stone railroad line of a high-speed railroad section and the manufacturing method thereof. A concrete bearing base seat is arranged on a concrete railroad base plate, foot bolt anchoring holes are designed on the concrete bearing base seat with a pouring cavity way, and are used for a foot bolt anchoring part. Side through holes are arranged on a steel rail bearing plate. A steel rail is arranged on the steel rail bearing plate, and is fixed on the steel rail bearing plate through a steel rail fixing device connected with the steel rail bearing plate. The bearing base seat is poured on the concrete railroad base plate, and is fixed in the railroad base plate through a foot bolt anchoring part. The foot bolt is tightened relatively to the steel rail bearing plate through the head part of the foot bolt.
Description
The present invention relates to be a kind ofly be used at least one railroad track that constitutes by two rail, especially for the no rubble formula rail track top-out system in the highway section of running at high speed.This rail track top-out system is positioned at one on the concrete road substrate that forms with concrete casting on the predetermined ground.The invention still further relates to a kind of method that is used to make rail track top-out of the present invention system.System's one speech in this manual refers to that the layout rules of the parts that belong to rail track top-out system determines.People are understood that the ground that is used for the concrete road substrate should demonstrate the compactness of predesignating, and this compactness also should satisfy the requirement of predetermined quality assurance standard.Desired assurance standard most of with having or not rubble rail track top-out system identical.Be also pointed out that the concrete road substrate can be a plate that contains reinforcing rib, for example a fibre reinforcement plate.
In a kind of known rail track top-out system (seeing DE 39 01 347 A1), make a track-frame that constitutes by the sleeper of rail and railroad track in advance.This frame supported is on the concrete road substrate.As required, can adjust this track-frame.This track-frame is being used concrete casting on the concrete road substrate and between the locating part of projection around it, thereby the neutral gear between each sleeper is full of by concrete.Therefore, must before fluid concrete, combine by first rail and track-frame around the concrete road substrate, handle, install, align this heavy composite member then railroad track.In another kind of rail track top-out system (seeing DE 38 40 795 A1), be the reinforced concrete precast member sleeper is shaken in the still uncured concrete of concrete road substrate and to form, so just must install according to special rule.The rail of railroad track just joins with sleeper after this, and this method is still uneconomical.
Based on above-mentioned technical problem, the invention provides a kind of rail track top-out system, the sleeper that when making this rail track top-out system, no longer needs special track-frame or make with reinforced concrete prefabricated board, thus widely simplified manufacturing technique and can satisfy various requirement equally, particularly to the important requirement of fastlink.
To achieve these goals, the invention provides a kind ofly be used at least one railroad track that constitutes by two rail, especially for the no rubble rail track top-out system in the highway section of running at high speed, this road structure is positioned at one on the concrete road substrate that cast forms on the predetermined ground, comprising:
1.1) the concrete road substrate is provided with a supporting base that made by concrete, that be used for railroad track,
1.2) stone bolt with the form down depression of making in pouring chamber on the concrete road substrate anchors into the hole, be used to place stone bolt and anchor into part,
1.3) be arranged on the rail base plate on the supporting base, be shaped on the side through hole that is used to place stone bolt on it,
1.4) rail is arranged on the rail base plate and is fixed on track on this rail base plate by means of a fastening device for rails that links to each other with the rail base plate.
It is characterized in that, supporting base waters in the chamber on the concrete road substrate and by being inserted into concrete pouring, the stone bolt that is filled in the supporting base concrete with concrete casting anchors into partial fixing in the concrete road substrate, and side by side foot bolt will tighten with respect to the rail base plate with the stone bolt head.The rail base plate will be connected on the supporting base as far as possible exactly.As required, a support set that surrounds the through hole that holds stone bolt and support the stone bolt head preferably is set on the rail base plate.It is crab-bolt and the assembly that the stone bolt that is inserted in this sleeve combines by a complete tubular that stone bolt anchors into part.Described in the present invention mixing is coagulated a native speech and is also comprised the mortar with sufficient intensity.
By the present invention as can be known, in a no rubble formula rail track top-out system, if on-the-spot pouring supporting base is arranged in the part on the concrete concrete road substrate and the steel rail base plate that is embedded in its built-up section of conduct in the supporting base is installed, then can save the track-frame of the system of giving or give the reinforced concrete sleeper of system.According to known general knowledge, this element is cast in anchoring into part and can promoting supporting base, rail base plate and rail and fastening device for rails and concrete road substrate effectively to merge of stone bolt in the pouring chamber of concrete road substrate, so that can satisfy all needs and requirement.Be understood that each element of rail track top-out of the present invention system can be done corresponding adjustment as required.The component that constitutes the placing of concrete of supporting base should satisfy all requirements usually on intensity.Placing of concrete described here also comprises the mortar with suitable intensity.
As the case may be, no rubble rail track top-out of the present invention system can also adopt other compositions and structure, for example supporting base can be surrounded by a template framework, and this framework constitutes an ingredient of supporting base, for example can also play the effect of backplate.Usually after making, template framework to be taken off once more supporting base.The rail base plate can be used as a permanent modular shuttering element of the template framework of supporting base, thereby this member is embedded in the supporting base in the rail track top-out of the present invention system.
A special advantage of rail track top-out of the present invention system is to make very simple and can utilize automatic or automanual mechanical device to finish.The method that is used to make rail track top-out of the present invention system is seen claim 6 and 7.Make the additive method of no rubble rail track top-out of the present invention system and see claim 8 and 9.In addition, can automatic or automanual mechanical device be combined effectively according to making characteristic at least.
Below will exemplify embodiment of the present invention, thereby in further detail the present invention will be described by means of accompanying drawing.Wherein:
Fig. 1 is along the sectional view perpendicular to the rail track top-out of the present invention system of rail bearing of trend intercepting;
Fig. 2 is the schematic diagram of the manufacture method of rail track top-out of the present invention system,
Fig. 3 is the sectional view along the amplification of the A-A direction intercepting of object shown in Figure 2.
Fig. 1 has represented the sectional view of no rubble rail track top-out of the present invention system 1, and this rail track top-out system is used at least one railroad track 2 that is made of two rail 3.This rail track top-out system 1 is specially adapted to the highway section of running at high speed.Only show a railway track 3 in the present embodiment.
By Fig. 1 and 2 as can be seen, a given ground 4 is provided with concrete road substrate 5.This base board can be made with the device of common production concrete road substrate.Make some stone bolt downwards and anchor into the hole with the form in pouring chamber 6 on concrete road substrate 5, what be used to admit stone bolt anchors into part 7.A supporting base 8 and be arranged on rail base plate 9 on the supporting base 8 is shaped on the side through hole 10 that is used for stone bolt 11 on this rail base plate as seen from Figure 1.This side through hole also can be the hole that is drilled to.
As everyone knows, supporting base 8 usefulness concrete castings are filled on the way of concrete foundations plate 5.People also know, supporting base 8 is by being poured into fixedly all-in-one-piece of supporting base concrete in the pouring chamber 6 and concrete road substrate 5, so simultaneously stone bolt being anchored into part 7 and together water therein.Stone bolt 11 tightens with respect to rail support plate 9 by stone bolt head 15.Rail base plate 9 is connected on the supporting base 8 exactly.The support set that is used for stone bolt head 15 16 that one encirclement stone bolt 11 is arranged as can be seen from Figure 1.Supporting base 8 shown in Figure 1 is with a template framework 17.Rail base plate 9 also is a permanent template member of supporting base 8 simultaneously, and is embedded in the supporting base 8.
Fig. 2 has illustrated among Fig. 1 the manufacture method with the of the present invention no rubble formula rail track top-out system shown in the section.
As can be seen from Figure 2, at first water out concrete road substrate 5, just adopt the road roller pressing real machine 18 that is similar to the road roller of using in the highway construction to water out base board 5.Then, the concrete road substrate 5 last layer one deck ground pouring supporting base 8 that is watering.At this moment, can adopt concrete mobile 19.After treating supporting base 8 sclerosis, this supporting base is carried out height and locational accurate polishing.To this, can adopt automatic sander 20.
Subsequently, on supporting base and concrete road substrate 5, make pouring chamber 6 with corresponding automatic drilling machine 21.Also can clean lumen pore simultaneously and drying with this auger.
Then,, a template framework 17 is installed, is begun placing of concrete then with dull and stereotyped automatic mounting machine 22 in order to make supporting base 8.Meanwhile, install and adjust rail base plate 9.All these are that dull and stereotyped automatic mounting machine 22 is finished jointly with the concrete casting filling device.Then, railway track 3 is installed and is passed through fastening device for rails 12 these rail of usefulness bolt with a special rail automatic mounting machine 23.
Can draw by above description, the installation of the polishing of the concrete casting of supporting base 8, supporting base 8, the installation that gets out the boring of pouring in the chamber 6, template framework 17 and rail base plate 9, adjust and fixing all automatically available or semi-automatically work, movably mechanical device 18,19,20,21 and 22 is finished.They also can be used for installing and using the bolt rail.
Can find out significantly from Fig. 2, also can adopt other working methods, at this moment, can save the step 6.1 in the described method of claim 6) and 6.2).According to instruction of the present invention, the method for making no rubble rail track top-out system can adopt following steps: at first, will water chamber 6 by boring and be made in the concrete road substrate 5.Then, the template framework 17(that will be used for supporting base 8 is from vertical view, and this framework surrounds pouring chamber 6) be put on the concrete road substrate 5.Then, in pattern framework 17, lay rail base plate 9 thereon, make it, simultaneously, stone bolt is anchored into part 7 insert in the rail base plate 9 as permanent upper mould member.At this moment, this anchors into partly and also is embedded in the pouring chamber 6 of concrete road substrate 5.Now, just can be in the die cavity that constitutes by template framework 17 and rail base plate 9 pouring supporting base 8 concrete and stone bolt anchored into part 7 usefulness concrete castings be filled in the pouring chamber, make supporting base 8 fixed with each other with rail base plate 9 and concrete road substrate 5.Railway track 3 is installed then and is fixed by means of fastening device for rails 12 usefulness bolts.At this, the installation of manufacturing, the template framework 17 in pouring chamber 6, rail base plate 9 lay with adjustment and concrete pouring all automatically available or semi-automatically work, movably mechanical device 21,22 is finished.They also can be used for installing and with bolt railway track 3 with fastening device for rails 12.
As shown in Figure 2, automatically or the mechanical device 21,22 of semi-automatically working and 23 can be combined in effectively on the manufacturing train.
The details of dull and stereotyped as can be seen automatic mounting machine 22 in Fig. 3.Can see especially that the framework 24 that can change is arranged on dull and stereotyped automatic mounting machine 22, it can temporarily so be parked on concrete road substrate 5, so that it can just in time be aligned on the ready prepd orbit plane.On framework 24, be provided with to have and be in the fixing of conplane clamper 26 or similar device and adjust clamp 25 with rail.On direction of advance, send constantly into railway track 3, and in plant equipment 23, it is adjusted, it and rail base plate 9 are fixed together with bolt.The solidification process of the mortar that pours into depends on the temperature of the surrounding area of the temperature of the component that forms intensity and mortar and way of concrete foundations usually.Therefore, on dull and stereotyped automatic mounting machine, also be useful on the device of control temperature.This device can connect or connect later in advance.Dull and stereotyped automatic mounting machine 22 has more framework described above 24, and they also can be placed one by one, and can be by different working cycles work.Show two such frameworks 24 in the drawings.
When railway track 3 is installed in without rubble on the concrete road substrate, place under repair, and also as long as change when having the rail support of member 8,9 and 12, measure of the present invention is just very important.In this case, can between two eligible for repair rail supports, put into new rail support.
Claims (10)
1, a kind ofly be used at least one railroad track (2) that constitutes by two railway tracks (3), especially for the no rubble formula rail track top-out system (1) of fastlink, this rail track top-out system is positioned at one on the concrete road substrate (5) that forms with concrete casting on the predetermined ground, comprising:
1.1) go up the supporting base that make by concrete, that be used for railroad track (2) (8) that is provided with at concrete road substrate (5),
1.2) stone bolt with the form down depression of making in pouring chamber (6) on the concrete road substrate anchors into the hole, be used to place stone bolt and anchor into part (7),
1.3) be arranged on the rail base plate (9) on the supporting base (8), be shaped on the side through hole (10) that is used for stone bolt (11) on it,
1.4) be arranged on that rail base plate (9) is gone up and be fixed on rail (3) on this rail base plate (9) by means of a fastening device for rails (12) that links to each other with rail base plate (9),
It is characterized in that, supporting base (8) is filled in concrete casting that way of concrete foundations plate (5) is gone up and by being inserted in the pouring chamber (6), being filled in stone bolt in the supporting base concrete with concrete casting and anchoring into part (7) and be fixed in the concrete road substrate (5), stone bolt (11) will tighten with respect to rail base plate (9) by stone bolt head (15).
2, rail track top-out as claimed in claim 1 system is characterized in that rail base plate (9) is connected on the supporting base (8) exactly.
3, rail track top-out as claimed in claim 1 or 2 system is characterized in that rail base plate (9) is provided with a support set (16) that surrounds the through hole that holds stone bolt (11) and support stone bolt head (15).
4, as claim 1, one of 2 or 3 described rail track top-out systems, it is characterized in that supporting base (8) is surrounded by a template framework (17).
As claim 1,2, one of 3 or 4 described rail track top-out systems, it is characterized in that 5, rail base plate (9) is as a permanent modular shuttering element of the template framework of supporting base (8) and be embedded in the supporting base.
6, a kind of method that is used on the concrete road substrate making as claim 1, one of 2 or 3 described no rubble formula rail track top-out systems comprises following manufacturing step:
6.1) at the concrete road substrate last layer one deck ground concrete casting supporting base that has watered,
6.2) carry out on the height and locational accurate polishing to this supporting base,
6.3) on the concrete road substrate, make the pouring chamber by boring,
6.4) template framework be used for supporting base and inside placing of concrete be installed,
6.5) install and adjustment rail base plate,
6.6) install with bolt and fixing rail by fastening device for rails,
It is characterized in that, the concrete casting of supporting base, the polishing of supporting base, the boring in the pouring chamber, the installation of the installation of template framework and rail base plate, adjust and fixing all with automatically or the movably mechanical device of semi-automatically working finish.
7, method as claimed in claim 6 is characterized in that, with bolt install and fixedly the also available movably mechanical device of automatically or semi-automatically working of rail finish.
8, a kind of method that is used on the concrete road substrate making as claim 1,2,3, one of 4 or 5 described no rubble formula rail track top-out systems comprises following manufacturing step:
8.1) on the concrete road substrate, make the pouring chamber by boring,
8.2) will be used for supporting base from vertical view, the template framework that this framework surrounds the pouring chamber is put on the concrete road substrate,
8.3) after installing stone bolt in advance, install and adjustment rail base plate by means of a clamping device that is installed in the template framework, make it as a permanent upper mould member,
8.4) placing of concrete in the die cavity that constitutes by template framework and rail base plate, and to supporting base and pouring chamber placing of concrete,
8.5) lay rail and be fixed with bolt with fastening device for rails,
It is characterized in that the manufacturing in pouring chamber, the installation of template framework, lay and the adjustment and all available movably mechanical device of automatically or semi-automatically working of concrete pouring of rail base plate are finished.
9, method as claimed in claim 8 is characterized in that, installation and movably mechanical device also automatically available with bolt rail 3 or that semi-automatically work are finished.
As claim 6,7, one of 8 or 9 described methods, it is characterized in that 10, the mechanical device of automatically or semi-automatically working can be made characteristic and combines effectively at least according to it.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE4411889A DE4411889A1 (en) | 1994-04-07 | 1994-04-07 | Ballastless track system for at least one railroad track and method of manufacture |
| DEP4411889.9 | 1994-04-07 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1112624A true CN1112624A (en) | 1995-11-29 |
| CN1131351C CN1131351C (en) | 2003-12-17 |
Family
ID=6514763
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN95104574A Expired - Fee Related CN1131351C (en) | 1994-04-07 | 1995-04-07 | Upper constructural system of crushed-stoneless rail way used at least one rail and production of same |
Country Status (8)
| Country | Link |
|---|---|
| EP (2) | EP0735189B1 (en) |
| CN (1) | CN1131351C (en) |
| AT (2) | ATE164897T1 (en) |
| CZ (2) | CZ42798A3 (en) |
| DE (3) | DE4411889A1 (en) |
| ES (2) | ES2114705T3 (en) |
| PL (1) | PL177215B1 (en) |
| RU (1) | RU2148685C1 (en) |
Families Citing this family (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4436260C2 (en) * | 1994-10-11 | 2003-04-30 | Zueblin Ag | Method for fixing tracks in ballastless track superstructure and apparatus for carrying out this method |
| EP0876538B1 (en) * | 1996-01-26 | 1999-09-01 | LEONHARD WEISS GmbH & Co. | Method and device for producing a ballastless and sleeper-less line of rails |
| AT409392B (en) * | 1996-01-26 | 2002-07-25 | Zueblin Ag | Method of producing a permanent way without ballast |
| DE19616648C1 (en) * | 1996-04-26 | 1997-05-22 | Hochtief Ag Hoch Tiefbauten | production of concrete rail accurately positioned as to height in millimetre range |
| DE19616649C1 (en) * | 1996-04-26 | 1997-05-22 | Hochtief Ag Hoch Tiefbauten | Production of concrete body accurately positioned as to height in millimetre range |
| DE19627672C2 (en) * | 1996-07-10 | 1999-02-18 | Hochtief Ag Hoch Tiefbauten | Process for producing a concrete carriageway slab of a high-speed carriageway provided with concrete rail support elements and composite anchor setting machine for carrying out the process |
| DE19808812C2 (en) * | 1996-09-24 | 2000-06-08 | Zueblin Ag | Process for making a solid carriageway |
| DE19705267C1 (en) * | 1997-02-12 | 1998-09-10 | Zueblin Ag | Method of controlling movable equipment carrier for building a permanent way e.g. for laying of railway track |
| DE19824396C1 (en) * | 1998-05-30 | 1999-09-30 | Hochtief Ag Hoch Tiefbauten | Method of producing a loose gravel railtrack esp. for high speed use |
| DE19824397C1 (en) * | 1998-05-30 | 1999-07-29 | Hochtief Ag Hoch Tiefbauten | Ballast free permanent way for high speed trains |
| DE19824395C1 (en) * | 1998-05-30 | 1999-07-22 | Hochtief Ag Hoch Tiefbauten | Method for manufacture of railway bed |
| DE19915763B4 (en) * | 1999-02-20 | 2008-11-20 | Ed. Züblin Ag | Method for introducing sleepers in fixed carriageways with the aid of pocket-shaped depressions |
| DE10054041A1 (en) | 2000-10-31 | 2002-05-08 | Joerg Schwarzbich | Process for the production of a rail substructure |
| DE10226407A1 (en) | 2002-06-13 | 2003-12-24 | Boegl Max Bauunternehmung Gmbh | Method and device for producing a precise precast concrete part |
| DE10310754B4 (en) * | 2003-01-28 | 2006-01-26 | Naumburger Bauunion Gmbh & Co. Bauunternehmung Kg | Method for producing a solid rail track; Fixed railroad track |
| DE10328895A1 (en) * | 2003-06-26 | 2005-01-20 | Rte Technologie Gmbh | Method for producing a rail track for rail vehicles |
| GR1004786B (en) * | 2003-11-24 | 2005-01-25 | Γεωργιος Ντινοπουλος | Slab track construction without the use of sub-frame parts-building with concrete following adjustment |
| EP2468954A1 (en) * | 2010-12-27 | 2012-06-27 | Sonneville AG | Method for manufacturing a ballastless trackway for rail vehicles with an recue route for street vehicles |
| DE102012103001A1 (en) * | 2012-04-05 | 2013-10-10 | Rte Technologie Gmbh | Fixed carriageway for rail vehicles and rail fastener for a fixed carriageway |
| RU2497996C1 (en) * | 2012-05-11 | 2013-11-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" | Method to manufacture superstructure system |
| CN107905046A (en) * | 2017-11-10 | 2018-04-13 | 成都天府轨谷科技有限公司 | The magnetic railway track of track deformation adjusting apparatus and application described device |
| CN109944618A (en) * | 2019-03-20 | 2019-06-28 | 中铁十六局集团第二工程有限公司 | A kind of non-fragment orbit expanded anchor bolt duct positioning device |
| CN115627665B (en) * | 2022-12-06 | 2023-03-21 | 中国铁路设计集团有限公司 | Construction method of fast-supporting integrally-assembled prefabricated track structure |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE662874A (en) * | 1964-06-09 | |||
| DE2102306A1 (en) * | 1971-01-19 | 1972-08-03 | Lechler Chemie Gmbh, 7000 Stuttgart | Elastic fastening of track rails on a solid substructure |
| DE2422942C2 (en) * | 1974-05-11 | 1982-12-16 | Ed. Züblin AG, 7000 Stuttgart | Process for the production of railway superstructures as well as prefabricated parts and device for carrying out the process |
| DE3341681A1 (en) * | 1983-11-18 | 1985-05-30 | Phoenix Ag, 2100 Hamburg | Elastic rail bearing |
| DE3413417A1 (en) * | 1984-04-10 | 1985-10-17 | Klöckner & Co KGaA, 4100 Duisburg | Sleeperless rail fastening |
-
1994
- 1994-04-07 DE DE4411889A patent/DE4411889A1/en not_active Withdrawn
-
1995
- 1995-03-21 DE DE59501846T patent/DE59501846D1/en not_active Expired - Fee Related
- 1995-03-21 EP EP96108134A patent/EP0735189B1/en not_active Expired - Lifetime
- 1995-03-21 ES ES95104104T patent/ES2114705T3/en not_active Expired - Lifetime
- 1995-03-21 AT AT95104104T patent/ATE164897T1/en not_active IP Right Cessation
- 1995-03-21 DE DE59501812T patent/DE59501812D1/en not_active Expired - Fee Related
- 1995-03-21 ES ES96108134T patent/ES2114752T3/en not_active Expired - Lifetime
- 1995-03-21 AT AT96108134T patent/ATE164898T1/en not_active IP Right Cessation
- 1995-03-21 EP EP95104104A patent/EP0676504B1/en not_active Expired - Lifetime
- 1995-04-06 CZ CZ98427A patent/CZ42798A3/en not_active IP Right Cessation
- 1995-04-06 RU RU95105171/28A patent/RU2148685C1/en not_active IP Right Cessation
- 1995-04-06 CZ CZ95877A patent/CZ285120B6/en not_active IP Right Cessation
- 1995-04-07 PL PL95308045A patent/PL177215B1/en not_active IP Right Cessation
- 1995-04-07 CN CN95104574A patent/CN1131351C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| ES2114752T3 (en) | 1998-06-01 |
| PL177215B1 (en) | 1999-10-29 |
| CN1131351C (en) | 2003-12-17 |
| EP0735189A1 (en) | 1996-10-02 |
| CZ87795A3 (en) | 1995-12-13 |
| EP0676504B1 (en) | 1998-04-08 |
| DE59501812D1 (en) | 1998-05-14 |
| RU2148685C1 (en) | 2000-05-10 |
| PL308045A1 (en) | 1995-10-16 |
| DE59501846D1 (en) | 1998-05-14 |
| DE4411889A1 (en) | 1995-10-12 |
| ES2114705T3 (en) | 1998-06-01 |
| ATE164898T1 (en) | 1998-04-15 |
| RU95105171A (en) | 1997-02-20 |
| CZ285140B6 (en) | 1999-05-12 |
| CZ285120B6 (en) | 1999-05-12 |
| EP0676504A1 (en) | 1995-10-11 |
| ATE164897T1 (en) | 1998-04-15 |
| EP0735189B1 (en) | 1998-04-08 |
| CZ42798A3 (en) | 1999-05-12 |
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