EP1067241A2 - Wannenkonstruktion für die Unterführung eines Verkehrsweges - Google Patents
Wannenkonstruktion für die Unterführung eines Verkehrsweges Download PDFInfo
- Publication number
- EP1067241A2 EP1067241A2 EP00112928A EP00112928A EP1067241A2 EP 1067241 A2 EP1067241 A2 EP 1067241A2 EP 00112928 A EP00112928 A EP 00112928A EP 00112928 A EP00112928 A EP 00112928A EP 1067241 A2 EP1067241 A2 EP 1067241A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- layer
- construction according
- ballast
- tub construction
- tub
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
Definitions
- the invention relates to a tub construction embedded in the ground with a Bathtub sole and sloped side walls, especially for the underpass a traffic route that is at least partially below the Groundwater level.
- Traffic routes especially roads and paths, the other traffic routes cross, often have to avoid an increase in the to be transferred Road or railway line can be lowered into the underground.
- Underpass Traffic route In areas with high groundwater level, there are regularly parts of the underpass Traffic route below the water table. To flood the To avoid underpassed traffic routes, this must be in a compared to the Groundwater sealed tub construction; this consists of usually from a reinforced concrete structure.
- groundwater tanks are timely and expensive because special waterproof concrete construction methods are used that, in addition to a special concrete mix, often additional Make steel reinforcement necessary.
- the execution of an outside at the Sealing concrete surfaces requires a considerable amount of work, as well as the sealing of the joints between individual building sections Example with joint tapes. The large number of these steps involves the risk of Errors and later additional costs in removing them anyway seeping water through a pump system.
- Sheet piling connects to impermeable, groundwater-bearing Soil layers to obtain a sealed construction pit.
- a provisional groundwater basin can then be used for final structure to be excavated. Incurred during the construction period Leachate is pumped out. Soil consolidation is then predominant used when there are no dense layers of soil at greater depths. With soil consolidation, a water-permeable subsoil can also be removed sealed below to maintain the required dry pit.
- the trough-shaped tub construction itself has to be sufficiently countered Buoyancy can be secured. This usually happens through the side walls cantilevered parts of the base plate on which the subsequent refilling of the Soil acts as ballast. In extreme cases, the groundwater basin must also secured against buoyancy by anchors.
- the invention has for its object a simpler and more economical option for the construction of a groundwater basin to show the underpass of a traffic route.
- the main advantage of the invention is seen in the fact that for production a groundwater basin for normal applications largely with the Working techniques of earthworks and the technology tried and tested from landfill construction the combination seal can be worked. Such seals can be made in no time what the cost of the Construction pit protection and water drainage significantly reduced. Besides, can the seal must be checked for leaks before installing additional layers.
- ballast layers can be arranged and that these consist of electric furnace slag, be it in the form of solid Materials, be it in the form of fillings.
- Electric furnace slags have a um 50% higher installation density than mineral materials, which means that the have the required excavation quantities reduced considerably.
- Ballasting to protect against buoyancy is not only possible in the area of the building base be executed; rather, it can also be built on the embankments Bulked from electric furnace slag used to protect against buoyancy become.
- FIG. 1 shows an overview as a cross section through one in one Groundwater basin to be underpassed for the construction process and the construction of the tub essential features.
- groundwater level To manufacture the groundwater basin, the groundwater level must first be found be lowered. For groundwater tanks that are only about 1 to 2 m in the Immersing groundwater can often lead to a complete construction pit enclosure, for example by means of a sheet pile wall 7. The Rather, the water table 5 can be done laterally by means of the construction measure arranged pump shafts 8 are lowered. Areal seals to the ground by means of soil stabilization 9 can be known in a conventional manner Way. The lateral inflow of groundwater can occur in Considering the short construction time of the measure according to the invention instead of Elaborate sheet piling is prevented more cost-effectively due to the freezing of the floor by freezing body 11 through injection pipes lowered into the ground 10 be formed.
- transverse trenches can be dug beneath it, for example lined with a geotextile filter and with void-rich soil, such as gravel or sieved gravel. Such seepage layers allow the groundwater to cross the discharge cross-section Cross under the blocking or constricting tub construction.
- the groundwater basin can then be produced in the now dry excavation pit become.
- the Securing the buoyancy of the groundwater basin required later excavated, finally the surface of the resulting trough-shaped Removal area 13 leveled and compressed.
- the sealing layer 14 for the groundwater basin 6 to be laid.
- the sealing layer 14 consists in illustrated embodiment (Fig. 3, 4) from a - lower - geotextile Clay sealing membrane 15 with a filling of bentonite as the first mineral Sealing layer and as a lower protective layer for one laid over it Plastic sealing membrane 16, e.g. made of polyethylene or thermoplastic Olefins.
- the plastic sealing membrane 16 is about 30 cm above the highest Groundwater level 5 installed horizontally in the embankment and fastened there (17) (Fig. 2). In the area of the bridge construction, especially the superstructure 18 bearing abutment 19, the plastic sealing sheet 16 to the Art structures, such as the bridge abutment 19, penetrations or shafts using construction methods known from landfill technology connected.
- a so-called testable double seal according to DE 196 25 245 A1 can also be used as the sealing layer.
- a preferably 500 g / m 2 non-woven fiber mat made of polypropylene is laid out on the removal surface 13 as the lower protective layer for the seal.
- the actual sealing consists of two 1.5 to 3.0 mm thick plastic sealing sheets made of polyethylene or thermoplastic olefins, which are welded together like a cushion. Between these plastic sealing sheets, a nonwoven mat is in turn inserted, which is filled with a substance that swells strongly when water enters after damage. This swelling agent automatically seals damaged areas.
- the pillows of the double seal can be checked for leaks by vacuum after installation and welding between the individual pillows. This test vacuum can also be maintained throughout the construction period.
- a protective layer made of a protective fleece 20, preferably made of polypropylene, with a basis weight of 1,200 g / m 2 is first laid on the plastic sealing membrane 16.
- An approximately 10 cm thick layer of sand 21 is additionally installed on the base of the tub 6 and carefully leveled (FIGS. 3, 4).
- Electric furnace slag contains about 30 to 35% iron, is therefore very heavy, hard and is suitable both as an aggregate material for heavy concrete, and as a substructure for roads or for the production of split for road construction.
- this material has an installation density that is about 50% higher than that of comparable mineral material.
- the Foundation layer 22 can be built up from prefabricated plates 22a.
- the Plates 22a are formed at the edges in the manner of a step fold, so that Buoyant forces, especially during excavations for repair work, by the foundation layer 22 are absorbed evenly. So that can disadvantageous overstretching of the plastic sealing sheet 16 can be avoided.
- the plates 22b can be in the region of curvatures Sealing layer 14 have smaller dimensions to accommodate the curvature to be able to adapt better.
- the plates 22a and 22b can also be made of Electric furnace slag should be poured immediately.
- a layer 23 of stepped electric furnace slag is then which results in a low-void fill, poured, distributed and compacted.
- this layer 23 will also be used to drain off the groundwater basin 6 falling rain water required shafts 25 and pipes 26 built-in.
- the support walls 28 and / or steep slopes absorb the horizontal forces Water pressure and the horizontal component of the ballast 24 on the Embankments.
- the open embankment surfaces of the ballast beds 24 against seeping rainwater with a sealing layer 34 is useful made of geotextile clay geomembranes, so-called bentonite mats, then covered with humus 35 and greened.
- inlet shafts 25 are arranged for the surface water and to the Road drainage connected. Any water that falls into one Pump shaft 37 (Fig. 2) passed and from there by means of a pump 38 and one Pressure line 39 in trenches or infiltration devices above the Groundwater level 5 pumped. Training the groundwater basin with side slopes above the base seal has the advantage that the Pump shaft 37 and the pump system 38 arranged within the tub so that the seals for this pump system and the lines do not need to be broken.
- the bridge can be founded 18 for the transferred traffic route 2 to the load-bearing building ground 40 Bored piles 41 or by soil consolidation, for example in Floor columns 42 generated by the jet process.
- the abutments 19 are manufactured in a conventional design.
- the execution can also be based on the time-consuming concrete construction method Groundwater lowering can be dispensed with.
- the superstructure 18 for the traffic route 2 to be transferred can then in conventional construction.
- 5 and 6 are two further embodiments of the invention shown, in which the traffic route to be underpassed is designed to be closed is.
- Groundwater basin 6 also a kind of tunnel structure 45 from a tunnel ceiling 46, two side walls 47 and at the foot of which laterally projecting foundation beams 48 to be erected.
- a traffic route 12 can run in the tunnel tube. This However, the solution requires a stable subsurface that does not settle tends not to overload the sealing layer 14.
- FIG. 6 shows an alternative passage 50 made of so-called Corrugated steel plates.
- This passage 50 also lies in an area according to the invention trained groundwater basin 6, which is constructed as described and is made. Bottom 49 is poured over the passage 50, the can be covered again by a sealing layer 51, in order to cover the Groundwater basin to reduce precipitation. About this Sealing layer 51 can be applied humus 52.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Architecture (AREA)
- Road Paving Structures (AREA)
- Revetment (AREA)
- Sewage (AREA)
- Compositions Of Oxide Ceramics (AREA)
- Magnetic Ceramics (AREA)
- Foundations (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Road Signs Or Road Markings (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Railway Tracks (AREA)
Abstract
Description
- Fig. 1
- einen Querschnitt durch einen zu unterführenden Verkehrsweg im Bereich einer Kreuzung mit einem anderen Verkehrsweg,
- Fig. 2
- einen Querschnitt durch eine Grundwasserwanne gemäß der Erfindung,
- Fig. 3
- einen Ausschnitt aus Fig. 2 in größerem Maßstab,
- Fig. 4
- wiederum einen Ausschnitt aus Fig. 3 sowie die
- Fig. 5 und 6
- weitere Anwendungsbeispiele der Erfindung.
Claims (15)
- Im Erdreich gebettete Wannenkonstruktion mit einer Wannensohle und geböschten Seitenwänden insbesondere für die Unterführung eines Verkehrsweges, die zumindest teilweise unterhalb des Grundwasserspiegels liegt,
gekennzeichnet durcheine die Oberfläche (13) der ausgehobenen wannenförmigen Baugrube überdeckende Dichtungsschicht (14),eine im Sohlbereich der Wanne (6) oberhalb der Dichtungsschicht (14) als Fundament angeordnete Ballastschicht (22) aus festem Material,eine oberhalb der festen Ballastschicht (22) als Schüttung angeordnete Ballastschicht (23) als Unterlage für eine Fahrwegkonstruktion (12),wobei sowohl die feste Ballastschicht (22) als auch die als Schüttung ausgebildete Ballastschicht (23) Elektroofenschlacke enthalten bzw. ganz oder teilweise aus Elektroofenschlacke bestehen. - Wannenkonstruktion nach Anspruch 1, gekennzeichnet durch entlang der geböschten Seitenwände verlaufende, ebenfalls als Schüttungen ausgebildete Ballastschichten (24), die Elektroofenschlacke enthalten bzw. ganz oder teilweise aus Elektroofenschlacke bestehen.
- Wannenkonstruktion nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Dichtungsschicht (14) zumindest eine untere Tondichtungsbahn (15) und zumindest eine obere Kunststoffdichtungsbahn (16) umfasst.
- Wannenkonstruktion nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Dichtungsschicht als Doppeldichtung gemäß DE 196 25 245 A1 ausgebildet ist.
- Wannenkonstruktion nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet dass oberhalb der Kunststoffdichtungsbahn (16) eine Schutzschicht (20), z.B. ein Vlies, vorzugsweise aus Polypropylen, angeordnet ist.
- Wannenkonstruktion nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die feste Ballastschicht (22) aus einem Belag aus plattenförmigen Elementen (22a, 22b) besteht.
- Wannenkonstruktion nach Anspruch 6, dadurch gekennzeichnet, dass die plattenförmigen Elemente (22a, 22b) an den Rändern als Stufenfalz ausgebildet sind.
- Wannenkonstruktion nach Anspruch 6 oder 7, dadurch gekennzeichnet, dass die plattenförmigen Elemente (22a, 22b) aus Betonfertigbauteilen mit Zuschlägen aus Elektroofenschlacke bestehen.
- Wannenkonstruktion nach Anspruch 6 oder 7, dadurch gekennzeichnet, dass die plattenartigen Elemente (22a, 22b) aus gegossener Elektroofenschlacke bestehen.
- Wannenkonstruktion nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass zwischen der festen Ballastschicht (22) und der Dichtungsschicht (14) eine ausgleichende Sandschicht (21) angeordnet ist.
- Wannenkonstruktion nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass die Ballastschichten (24) im Bereich der Böschungen gegenüber ihrer Unterlage gleitfähig aufgelagert sind.
- Wannenkonstruktion nach Anspruch 11, dadurch gekennzeichnet, dass die Schutzschichten (20) im Bereich der Böschungen eine glatte Oberfläche aufweisen.
- Wannenkonstruktion nach Anspruch 11, dadurch gekennzeichnet, dass zwischen den Schutzschichten (20) und den Ballastschichten (23) jeweils Schichten aus einem kohäsionslosen Material, z.B. Sand, angeordnet sind.
- Wannenkonstruktion nach einem der Ansprüche 1 bis 13, dadurch gekennzeichnet, dass die nicht als Fahrwege befestigten Oberflächen der Grundwasserwanne, insbesondere die Ballastschüttungen, durch Dichtungsschichten (34) abgedeckt sind.
- Wannenkonstruktion nach einem der Ansprüche 1 bis 14, dadurch gekennzeichnet, dass die zur Entwässerung einschließlich der Abführung von Niederschlagswasser erforderlichen Einrichtungen innerhalb der Wannenkonstruktion angeordnet sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19930701A DE19930701A1 (de) | 1999-07-05 | 1999-07-05 | Wannenkonstruktion für eine Unterführung eines Verkehrsweges |
DE19930701 | 1999-07-05 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1067241A2 true EP1067241A2 (de) | 2001-01-10 |
EP1067241A3 EP1067241A3 (de) | 2001-03-14 |
EP1067241B1 EP1067241B1 (de) | 2005-12-14 |
Family
ID=7913530
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00112928A Expired - Lifetime EP1067241B1 (de) | 1999-07-05 | 2000-06-20 | Wannenkonstruktion für die Unterführung eines Verkehrsweges |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1067241B1 (de) |
AT (1) | ATE312978T1 (de) |
CZ (1) | CZ292829B6 (de) |
DE (2) | DE19930701A1 (de) |
DK (1) | DK1067241T3 (de) |
ES (1) | ES2254076T3 (de) |
HU (1) | HU226433B1 (de) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102425091A (zh) * | 2011-09-09 | 2012-04-25 | 中铁二院工程集团有限责任公司 | 山区沟槽路堑路基排水结构 |
CN101597888B (zh) * | 2009-06-22 | 2012-07-25 | 济南城建工程公司 | 市政排水涵洞沉槽施工方法 |
CN102995644A (zh) * | 2011-09-13 | 2013-03-27 | 中国二十冶集团有限公司 | 旋流池接岩段的围护封闭结构 |
CN103924609A (zh) * | 2014-04-15 | 2014-07-16 | 攀钢集团矿业有限公司 | 沟谷型矿山排土场堆石盲沟需求断面积的计算方法 |
NL1040236C2 (nl) * | 2013-06-03 | 2014-12-08 | Haner Infra Innovatie B V | Tunnelopstelling. |
EP3211140A1 (de) * | 2016-02-25 | 2017-08-30 | Huesker Synthetic GmbH | In offener bauweise erstelltes tunnelbauwerk mit wenigstens einem betonkörper und nicht-hinterläufiges abdichtungssystem dafür |
AT16328U1 (de) * | 2016-02-25 | 2019-07-15 | Huesker Synthetic Gmbh | In offener Bauweise erstelltes Tunnelbauwerk mit wenigstens einem Betonkörper und nicht-hinterläufiges Abdichtungssystem dafür |
CN113502781A (zh) * | 2021-08-20 | 2021-10-15 | 中印恒盛(北京)贸易有限公司 | 一种旧河道的修理及中长期河道的维护方法 |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004063004A1 (de) | 2004-12-22 | 2006-07-13 | Basf Ag | Textile zwei-oder dreidimensionale Gebilde enthaltend quellfähige Materialien |
DE102006044226A1 (de) * | 2006-09-15 | 2008-03-27 | Hildener Filz Produktion Gmbh & Co. Kg | Abdichtungsbahn |
CN101914917B (zh) * | 2010-08-10 | 2012-01-11 | 中铁一局集团有限公司 | 软土地区地铁基坑开挖用防渗堵漏施工方法 |
CN103306305B (zh) * | 2013-06-26 | 2015-07-01 | 中建六局土木工程有限公司 | 一种岔道坑施工方法 |
CN104805805B (zh) * | 2015-03-02 | 2017-01-18 | 宜昌天宇科技有限公司 | 增强大坝保温保湿提高抗裂性能的方法 |
CN108166527B (zh) * | 2017-12-19 | 2020-02-07 | 江润实业(深圳)有限公司 | 生态型绿化景观堆坡及施工方法 |
CN113047339B (zh) * | 2021-03-30 | 2023-11-03 | 福建一建集团有限公司 | 一种基于建筑信息化地下管廊监护防水结构 |
CN114045849A (zh) * | 2021-09-30 | 2022-02-15 | 珠海十字门中央商务区建设控股有限公司 | 一种基坑高温基岩裂缝水排和封堵结构及方法 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3690227A (en) * | 1970-07-14 | 1972-09-12 | Lloyd G Welty | Frictional self-draining structure |
NL9301279A (nl) * | 1993-07-21 | 1995-02-16 | Dirk Verstoep B V | Werkwijze voor het vormen van een onder het maaiveld en onder het grondwaterniveau gelegen rijbaan. |
EP0775781A1 (de) * | 1995-11-24 | 1997-05-28 | Sibelon S.p.A. | Wasserabdichtungssystem für Wasserbauwerke aus steifem Kunststoffflachmaterial |
-
1999
- 1999-07-05 DE DE19930701A patent/DE19930701A1/de not_active Ceased
-
2000
- 2000-06-20 AT AT00112928T patent/ATE312978T1/de active
- 2000-06-20 DE DE50011845T patent/DE50011845D1/de not_active Expired - Lifetime
- 2000-06-20 DK DK00112928T patent/DK1067241T3/da active
- 2000-06-20 EP EP00112928A patent/EP1067241B1/de not_active Expired - Lifetime
- 2000-06-20 ES ES00112928T patent/ES2254076T3/es not_active Expired - Lifetime
- 2000-06-29 CZ CZ20002461A patent/CZ292829B6/cs not_active IP Right Cessation
- 2000-07-04 HU HU0002562A patent/HU226433B1/hu not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3690227A (en) * | 1970-07-14 | 1972-09-12 | Lloyd G Welty | Frictional self-draining structure |
NL9301279A (nl) * | 1993-07-21 | 1995-02-16 | Dirk Verstoep B V | Werkwijze voor het vormen van een onder het maaiveld en onder het grondwaterniveau gelegen rijbaan. |
EP0775781A1 (de) * | 1995-11-24 | 1997-05-28 | Sibelon S.p.A. | Wasserabdichtungssystem für Wasserbauwerke aus steifem Kunststoffflachmaterial |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101597888B (zh) * | 2009-06-22 | 2012-07-25 | 济南城建工程公司 | 市政排水涵洞沉槽施工方法 |
CN102425091A (zh) * | 2011-09-09 | 2012-04-25 | 中铁二院工程集团有限责任公司 | 山区沟槽路堑路基排水结构 |
CN102995644A (zh) * | 2011-09-13 | 2013-03-27 | 中国二十冶集团有限公司 | 旋流池接岩段的围护封闭结构 |
CN102995644B (zh) * | 2011-09-13 | 2016-03-30 | 中国二十冶集团有限公司 | 旋流池接岩段的围护封闭结构 |
NL1040236C2 (nl) * | 2013-06-03 | 2014-12-08 | Haner Infra Innovatie B V | Tunnelopstelling. |
EP2811075A1 (de) * | 2013-06-03 | 2014-12-10 | Haner Infra Innovatie B.V. | Tunnelanordnung |
CN103924609A (zh) * | 2014-04-15 | 2014-07-16 | 攀钢集团矿业有限公司 | 沟谷型矿山排土场堆石盲沟需求断面积的计算方法 |
EP3211140A1 (de) * | 2016-02-25 | 2017-08-30 | Huesker Synthetic GmbH | In offener bauweise erstelltes tunnelbauwerk mit wenigstens einem betonkörper und nicht-hinterläufiges abdichtungssystem dafür |
AT16328U1 (de) * | 2016-02-25 | 2019-07-15 | Huesker Synthetic Gmbh | In offener Bauweise erstelltes Tunnelbauwerk mit wenigstens einem Betonkörper und nicht-hinterläufiges Abdichtungssystem dafür |
CN113502781A (zh) * | 2021-08-20 | 2021-10-15 | 中印恒盛(北京)贸易有限公司 | 一种旧河道的修理及中长期河道的维护方法 |
Also Published As
Publication number | Publication date |
---|---|
HU0002562D0 (en) | 2000-09-28 |
DE19930701A1 (de) | 2001-01-11 |
EP1067241B1 (de) | 2005-12-14 |
HU226433B1 (en) | 2008-12-29 |
EP1067241A3 (de) | 2001-03-14 |
CZ20002461A3 (cs) | 2001-03-14 |
HUP0002562A3 (en) | 2002-03-28 |
HUP0002562A2 (hu) | 2001-04-28 |
ATE312978T1 (de) | 2005-12-15 |
DE50011845D1 (de) | 2006-01-19 |
ES2254076T3 (es) | 2006-06-16 |
CZ292829B6 (cs) | 2003-12-17 |
DK1067241T3 (da) | 2006-05-01 |
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