EP2649242B1 - Verfahren zur konstruktion von strukturen, insbesondere durchgängen unter befahrenen schienen oder ähnlichem - Google Patents
Verfahren zur konstruktion von strukturen, insbesondere durchgängen unter befahrenen schienen oder ähnlichem Download PDFInfo
- Publication number
- EP2649242B1 EP2649242B1 EP12759791.2A EP12759791A EP2649242B1 EP 2649242 B1 EP2649242 B1 EP 2649242B1 EP 12759791 A EP12759791 A EP 12759791A EP 2649242 B1 EP2649242 B1 EP 2649242B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- des
- passage
- les
- sur
- tracks
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims description 38
- 230000008093 supporting effect Effects 0.000 claims description 10
- 230000033001 locomotion Effects 0.000 claims description 5
- 230000001627 detrimental effect Effects 0.000 claims description 2
- 210000004233 talus Anatomy 0.000 description 22
- 238000009412 basement excavation Methods 0.000 description 19
- 230000004087 circulation Effects 0.000 description 14
- 239000004567 concrete Substances 0.000 description 12
- 230000002787 reinforcement Effects 0.000 description 10
- 238000009434 installation Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 230000008569 process Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 239000003351 stiffener Substances 0.000 description 7
- 239000002184 metal Substances 0.000 description 6
- 229910052751 metal Inorganic materials 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 4
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 241000288140 Gruiformes Species 0.000 description 3
- 240000008042 Zea mays Species 0.000 description 3
- 210000003323 beak Anatomy 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 230000002035 prolonged effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 229910000278 bentonite Inorganic materials 0.000 description 2
- 239000000440 bentonite Substances 0.000 description 2
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229940082150 encore Drugs 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 229920006253 high performance fiber Polymers 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000001603 reducing effect Effects 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000011376 self-consolidating concrete Substances 0.000 description 2
- 241000282414 Homo sapiens Species 0.000 description 1
- 239000004809 Teflon Substances 0.000 description 1
- 229920006362 Teflon® Polymers 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000009850 completed effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 210000003414 extremity Anatomy 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 230000001976 improved effect Effects 0.000 description 1
- 230000001965 increasing effect Effects 0.000 description 1
- 230000001050 lubricating effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005399 mechanical ventilation Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000000051 modifying effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 229910001868 water Inorganic materials 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- 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
- 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
- E02D29/05—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 at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
- E02D29/055—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 at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel
Definitions
- the subject of the present invention is a method which makes it possible to remedy these drawbacks, in particular by making it possible to reduce the costs and delays of the passage to be made.
- the method according to claim 1 provides for carrying out only the deck of the passage in a first step. After having interrupted all or part of the track traffic for a very short period of time (a few hours) and removed the corresponding rail or road tracks to this traffic, earthworks start cutting to reach corresponding rib at the underside of the apron (possibly increased by a few centimeters to allow a fine leveling of the apron seat). Next, the deck will be poured on site after having put in place a suitable form of cheeks like manuportable panels or others as well as preassembled reinforcement cages and their recovery on site.
- the concrete used will be of high type performance, ultra-high performance or UHPC (Ultra-High Performance Fiber Concrete) can reach a high enough resistance in just a few hours, allowing the deck to be sealed eventually backfilled and returned to traffic just at the end of the period traffic jam.
- UHPC Ultra-High Performance Fiber Concrete
- the deck After drying the concrete, the deck will receive, if necessary, a seal of independent type, semi-independent, dependent or any suitable process and will be backfilled with good quality materials such as treated or other serious.
- the rail, road or pedestrian traffic will then be restored after reconstruction of the tracks, roads or tracks.
- the deck can also be prefabricated in one or more elements, which will then be ripped, crowned with using mobile cranes or moved by any other system, then keyed together on site or assembled if necessary by prestressed cables or other.
- the deck can also be made in a mixed steel / concrete structure.
- An alternative is to make the reinforced concrete deck or prestressed and combine two or more of these materials and techniques of implementation.
- the piers will be made by digging subterranean galleries in the embankment supporting the rail, road or pedestrian ways, at the ends of the concrete sleeper already made during the short period of traffic interruption.
- the galleries will have a width equivalent to that of the piers.
- the shielding will consist of HEB-type metal profiles or similar sheathings shielded by sheet steel, wood, concrete or any other material. All the elements composing this shielding are manuportables. Some of this material will be abandoned in the field and the other part recovered later during earthworks.
- the front face will be dug manually using hand tools or other, in small passes depending on the soil encountered (about one meter) to ensure at all times a slope according to the natural slope field in place, the aim being to avoid a possible collapse of the latter. As a result, the shielding and excavation of the gallery are done simultaneously.
- the pedestal will be extended to a sufficiently hard bedrock based on temporary and / or permanent foundations (this depends on the nature of the lands encountered, whose lift varies from one place to another, as well as the dimensions and shapes of the foundations).
- the reinforcement of the piers will be realized by the installation of pre-assembled reinforcements or the assembly inside the galleries of cut and shaped frames.
- Concreting piers will be made with a self-compacting concrete or vibrated after closing abouts using a specific formwork tool. It can also be achieved using high performance concrete, ultra high performance fiber concrete or the combination of two or more of these materials.
- a draining geocomposite drainage system or other suitable system will be interposed between the final "lost" armor of the tunnel and the existing ground.
- excavation excavation inside the frame thus formed can begin between the piers and under the cross.
- part of the armor will be deposited, the deck possibly supported and the piers stabilized provisionally and / or permanently to using anchor bolts, passive or active nails, bumpers and liernes or any other suitable system.
- the combination of two or more of these techniques may be considered.
- the bottom of the excavation will be compacted, scraped and concreted to make the final foundation if necessary (according to the wishes of the client and / or the justification of the calculation notes).
- Another advantage of the method that is the subject of this invention consists in producing both isostatic and hyperstatic structures or both at the same time, by producing fixed and / or mobile supports.
- the method provides, after cutting the train traffic for a few hours (the time of a weekend for example) and deposits tracks railways (3) to the right of the future passage (materialized in dashed line by the location (5) of the future piers and the location (6) of the future base) to be realized in the slope (1) supporting these routes, to execute a small disbursement (2) in the embankment, having as bottom of excavation the sub-face of the future apron (4) to be produced in accordance with the figure 1 .
- After rapid drying of the concrete apron it will receive a sealing complex (7) adapted and backfilled with suitable materials (8).
- the tracks (9) can be rested above the deck and ballasted before the return to traffic of rail traffic at the end of the period of interruption.
- the work of making the piers (10) can begin. Indeed, they will be made by digging galleries having a width equivalent to that of the final piers, in successive passes, manually shielded as the progress of the earthworks executed with the help of tools manuportables. The digging of the galleries will continue until the level of the soles (11) superficial of the piers. These may be temporary or permanent (their dimensions and geometries depend on the terrain encountered on site and will be large enough to allow the work of companions in better safety conditions). At the end of the earthworks, the frames (12) will be implemented and formwork tools completely close the ends of the galleries on their full height.
- the concreting of the piers can then begin by filling the galleries with a self-compacting concrete (13).
- earthwork sub-work (14) After hardening of the piers, earthwork sub-work (14) will be performed inside the passage with the help of adapted gear while putting in place butons and liernes (15) at the mid-height of the piers.
- Wing and / or return walls (17) can then be constructed, the equipment set up in a conventional manner and the piers dressed (these operations are not part of the process since they are independent of the temporary cut of the traffic:
- the process concerns the realization of the structure of the passage: Supports, deck, foundations and possible dismantling).
- the method according to the invention allows the construction of works such as railway, highway, road, pedestrian or other passages, through embankments or earthworks of any kind supporting one or more railroad tracks, highway or road without requiring the prolonged stoppage of the traffic flowing on these tracks.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Architecture (AREA)
- Railway Tracks (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Claims (1)
- Verfahren, das die Konstruktion von Bauten wie Eisenbahn-, Autobahn-, Straßen-, Fußgänger- oder anderen Unterführungen durch beliebige Böschungen (1) oder Erdbauten gestattet, die eine oder mehrere Gleis- (3), Autobahn-, Straßen- oder Fußgängerstrecken stützen, nachdem der Verkehr auf diesen Strecken vorübergehend unterbrochen worden ist, wobei bei diesem Verfahren zunächst die Strecken oder ein Teil davon in der Nähe des vorgesehenen Ortes in der Stützböschung dieser Strecken für die zu verwirklichende Unterführung platziert werden, die Böschung hinreichend abgetragen (2) wird, dass der Überbau (4) angeordnet werden kann, wonach er angeschüttet (8) wird und die Strecken neu verlegt werden, damit der Verkehr am Ende der vorübergehenden Verkehrsunterbrechung wieder fließen kann, und dann die Pfeiler (10) der Unterführung aus den Flanken der Böschung hergestellt werden, indem Tunnel bis zu den Fundamenten (11) abgesenkt werden, die Fundamente gemäß den Eigenschaften des angetroffenen Erdreichs ausgeführt werden, Pfeiler im Innern der Tunnel und dann Erdarbeiten (14) im Innern der Unterführung unter Anordnung von vorübergehenden und/oder permanenten Abstützungen und Absteifungen ausgeführt werden, um jede abträgliche Verschiebung der Struktur des Baus zu vermeiden.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL12759791T PL2649242T3 (pl) | 2011-09-13 | 2012-08-21 | Sposób budowy struktur, zwłaszcza kanałów pod torami kolejowymi lub podobnych |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1102766A FR2979927B1 (fr) | 2011-09-13 | 2011-09-13 | Procede pour la construction d'ouvrages, notamment de passages sous des voies ferrees ou analogues en exploitation |
PCT/FR2012/000340 WO2013038071A1 (fr) | 2011-09-13 | 2012-08-21 | Procédé pour la construction d'ouvrages, notamment de passage sous des voies ferrées ou analogues en exploitation. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2649242A1 EP2649242A1 (de) | 2013-10-16 |
EP2649242B1 true EP2649242B1 (de) | 2014-06-11 |
Family
ID=46875883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12759791.2A Active EP2649242B1 (de) | 2011-09-13 | 2012-08-21 | Verfahren zur konstruktion von strukturen, insbesondere durchgängen unter befahrenen schienen oder ähnlichem |
Country Status (9)
Country | Link |
---|---|
US (1) | US9322137B2 (de) |
EP (1) | EP2649242B1 (de) |
CN (1) | CN103874803B (de) |
ES (1) | ES2501115T3 (de) |
FR (1) | FR2979927B1 (de) |
HK (1) | HK1193641A1 (de) |
PL (1) | PL2649242T3 (de) |
PT (1) | PT2649242E (de) |
WO (1) | WO2013038071A1 (de) |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104746530A (zh) * | 2015-02-02 | 2015-07-01 | 江苏大学 | 一种短期封闭交通的施工新方法 |
CN107842035B (zh) * | 2017-11-24 | 2023-03-17 | 湖南大学 | 一种超高性能混凝土预制拼装综合管廊体系及施工方法 |
CN108589505B (zh) * | 2018-01-25 | 2023-06-27 | 中铁第六勘察设计院集团有限公司 | 一种桥梁、隧道、堤岸的复合结构 |
CN108316078A (zh) * | 2018-03-26 | 2018-07-24 | 西南交通大学 | 下穿既有线桥梁的路堤结构以及路堤填筑方法 |
CN109024670B (zh) * | 2018-06-25 | 2021-04-06 | 中国建筑第八工程局有限公司 | 埋地高压电缆上穿地下综合管廊保护加固体系及加固方法 |
CN109137940B (zh) * | 2018-09-07 | 2019-10-29 | 中国地质大学(武汉) | 一种适用于松散堆填边坡的立体排水系统 |
CN109930494B (zh) * | 2019-04-11 | 2024-03-26 | 中交二公局第五工程有限公司 | 适用于曲线和纵横坡的桥梁施工顶推装置 |
CN110067206B (zh) * | 2019-05-16 | 2020-08-18 | 成都建工路桥建设有限公司 | 一种卵型下穿通道桥施工方法 |
CN110093822B (zh) * | 2019-06-05 | 2024-01-23 | 中国能源建设集团安徽省电力设计院有限公司 | 一种用于火力发电厂地下输煤浅埋廊道的重载车通行跨越板及其设计方法 |
CN110331645B (zh) * | 2019-08-06 | 2024-06-14 | 上海市市政规划设计研究院有限公司 | 隧道内装配式桥梁结构及其施工方法 |
CN111058370A (zh) * | 2019-12-13 | 2020-04-24 | 深圳市综合交通设计研究院有限公司 | 一种跨河的碗型管廊结构及其施工方法 |
CN111041995B (zh) * | 2019-12-30 | 2021-06-25 | 中铁六局集团天津铁路建设有限公司 | 一种u型框架结构斜向下穿高铁桥梁的施工方法 |
CN111188275B (zh) * | 2020-01-16 | 2023-04-11 | 中交二航局第三工程有限公司 | 上跨既有隧道u型槽的钢-混凝土组合便桥快速搭设方法 |
CN111400806B (zh) * | 2020-03-25 | 2022-07-08 | 中铁二院工程集团有限责任公司 | 紧邻无砟铁路抗隆起帮宽路基结构、路基系统及设计方法 |
CN112878216A (zh) * | 2020-11-30 | 2021-06-01 | 中国十七冶集团有限公司 | 一种悬吊式铁路下穿箱涵顶进的轨道加固方法 |
CN112627539B (zh) * | 2020-12-09 | 2022-09-20 | 中国葛洲坝集团第一工程有限公司 | 四孔倒虹吸顶板双层钢筋提吊定位固定装置和施工方法 |
CN112681140B (zh) * | 2020-12-17 | 2022-12-23 | 湖北省路桥集团有限公司 | 路线交叉处既有路基改桥梁及施工方法 |
CN112982445B (zh) * | 2021-02-24 | 2022-09-13 | 中建八局轨道交通建设有限公司 | 下穿管廊的地下道路的共构处肥槽回填方法 |
CN113529790B (zh) * | 2021-07-26 | 2022-08-26 | 中铁四局集团第五工程有限公司 | 一种地下行车道预应力侧墙及其张拉施工方法 |
CN113897872A (zh) * | 2021-10-22 | 2022-01-07 | 中铁十局集团第一工程有限公司 | 一种框架桥顶进施工方法 |
CN114086472A (zh) * | 2021-10-27 | 2022-02-25 | 中铁第四勘察设计院集团有限公司 | 一种控制框架桥工后沉降的施工方法 |
CN114197333A (zh) * | 2021-12-20 | 2022-03-18 | 中铁隧道集团二处有限公司 | 一种既有运营铁路立交桥的加固方法 |
CN114753407B (zh) * | 2022-03-25 | 2023-09-12 | 中机中联工程有限公司 | 一种地下通道全断面浇筑用组合式钢架结构及施工方法 |
CN114808769B (zh) * | 2022-05-26 | 2023-04-11 | 江苏哲哲建设工程有限公司 | 一种多支撑点相互配合的桥梁整体加固装置 |
CN115162407B (zh) * | 2022-08-04 | 2024-07-12 | 中建八局轨道交通建设有限公司 | 新建隧道与既有桥梁合建构造及其施工方法 |
CN115467367B (zh) * | 2022-08-17 | 2023-06-16 | 湖北工业大学 | 一种上层工程施工主动补偿下穿运营隧道变形的施工方法 |
Family Cites Families (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE392341C (de) * | 1916-02-15 | 1924-03-20 | Gerhard Seidel | Verfahren zur Herstellung von Tunneln mit eingebauter Sohle, insbesondere unter staedtischen Strassen |
DE579544C (de) | 1930-06-12 | 1933-06-29 | Hermann Wadzeck | Verfahren zur Herstellung von Tunneln, insbesondere unter staedtischen Strassen |
US3363521A (en) * | 1966-09-13 | 1968-01-16 | Harry I. Gardner | Traffic safety deflectors |
BE785886A (fr) * | 1972-07-05 | 1972-11-03 | Const & Entrepr Ind | Procede de construction de murs d'ouvrages souterrains |
JPS56167003A (en) * | 1980-05-29 | 1981-12-22 | Nippon Kogen Concrete | Installation of new track directly under established track |
US4405260A (en) * | 1981-06-22 | 1983-09-20 | Tepin Tsai | Method of constructing underpass across railway and highway without affecting normal traffic thereof |
FR2537180B1 (fr) * | 1982-12-06 | 1987-01-30 | Vidal Henri | Culee de pont construite en terre stabilisee |
CA1275813C (fr) * | 1984-07-13 | 1990-11-06 | Marcel Matiere | Conduit enterre de grande section |
FR2650848B1 (fr) * | 1989-08-10 | 1993-09-24 | Travaux Publics Entr Indle | Methode de realisation d'ouvrages d'art sous voie de chemin de fer en service sans utilisation de tabliers metalliques auxiliaires |
US5380123A (en) * | 1990-10-09 | 1995-01-10 | Gesertek Oy | Method for building a road bed and the use of the same |
US5551809A (en) * | 1994-08-30 | 1996-09-03 | Keystone Retaining Wall Systems, Inc. | Embankment wall construction and method and block construction for making the same |
IT1281032B1 (it) * | 1995-11-17 | 1998-02-11 | Carlo Chiaves | Struttura di un'opera interrata, particolarmente per la reliazzazione di gallerie, sottopassaggi, autorimesse o simili, suo procedimento di |
FR2781828B1 (fr) * | 1998-07-29 | 2000-09-22 | Freyssinet Int Stup | Procede de realisation d'une voute, piece d'appui et demi-coquille pour la realisation de la voute |
KR100422298B1 (ko) * | 2001-04-18 | 2004-03-10 | 이종호 | 평면 격자형 케이블구조를 이용한 구조물 건설공법 |
JP3893056B2 (ja) | 2001-12-27 | 2007-03-14 | 前田建設工業株式会社 | 地下構造物の構築方法 |
US7478450B2 (en) * | 2005-11-29 | 2009-01-20 | Charles Fong | Longitudinally offset bridge substructure support system |
EP1820934A1 (de) | 2006-02-17 | 2007-08-22 | Aix Research Limited | Methode und System zur Erstellung eines Tunnels unter einer Bahn |
CN101418577B (zh) * | 2008-10-22 | 2010-07-21 | 上海市城市建设设计研究院 | 软土地区地下空间路面盖挖施工方法 |
US8220095B2 (en) * | 2010-01-29 | 2012-07-17 | Skanska USA Civil Inc. | Highway overpass bridge modification system and method |
US8448279B2 (en) * | 2010-11-17 | 2013-05-28 | Terrace W. COOK | Ecologically-sound waterway culvert restoration |
-
2011
- 2011-09-13 FR FR1102766A patent/FR2979927B1/fr active Active
-
2012
- 2012-08-21 WO PCT/FR2012/000340 patent/WO2013038071A1/fr active Application Filing
- 2012-08-21 EP EP12759791.2A patent/EP2649242B1/de active Active
- 2012-08-21 PL PL12759791T patent/PL2649242T3/pl unknown
- 2012-08-21 PT PT127597912T patent/PT2649242E/pt unknown
- 2012-08-21 ES ES12759791.2T patent/ES2501115T3/es active Active
- 2012-08-21 US US14/343,965 patent/US9322137B2/en active Active
- 2012-08-21 CN CN201280050922.2A patent/CN103874803B/zh active Active
-
2014
- 2014-07-10 HK HK14107027.6A patent/HK1193641A1/xx unknown
Also Published As
Publication number | Publication date |
---|---|
HK1193641A1 (en) | 2014-09-26 |
EP2649242A1 (de) | 2013-10-16 |
CN103874803A (zh) | 2014-06-18 |
ES2501115T3 (es) | 2014-10-01 |
US20150191877A1 (en) | 2015-07-09 |
FR2979927A1 (fr) | 2013-03-15 |
PT2649242E (pt) | 2014-09-09 |
FR2979927B1 (fr) | 2019-03-15 |
PL2649242T3 (pl) | 2014-11-28 |
US9322137B2 (en) | 2016-04-26 |
WO2013038071A1 (fr) | 2013-03-21 |
CN103874803B (zh) | 2015-09-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2649242B1 (de) | Verfahren zur konstruktion von strukturen, insbesondere durchgängen unter befahrenen schienen oder ähnlichem | |
CA1217349A (fr) | Procede de realisation d'ouvrages en beton arme tels que galeries souterraines, tunnels routiers, etc.; elements en beton prefabriques pour la realisation de tels ouvrages | |
EP1101871B1 (de) | Brückenoberbau aus Stahl und Verfahren zur Herstellung einer diesen Oberbau enthaltenden Brücke | |
CN101761068A (zh) | 隧道穿越河流上方桥梁桩基的箱-筏承压式基础托换及施工加固方法 | |
CH642416A5 (fr) | Procede de construction d'ouvrages souterrains a parois verticales, dispositif pour l'execution du procede et ouvrage souterrain. | |
EP0245155B1 (de) | Verfahren für die Herstellung von Bauwerken unter in Betrieb befindlichen Eisenbahnstrecken | |
EP2321463A1 (de) | Schalungsverfahren zur herstellung einer brücke | |
BE1001360A3 (fr) | Pont semi-prefabrique. | |
EP0242497B1 (de) | Tunnelbauverfahren | |
EP0424223A1 (de) | Verfahren zum schnellen Herstellen von zwei übereinander liegenden Strassen mit einem auf der bestehenden Strasse verlegten Bauwerk, ohne den Verkehr zu behindern | |
EP0192004B1 (de) | Verfahren und Vorrichtung zum Errichten von einem Bauwerk, wie zum Beispiel einer vorgefertigten Brücke | |
EP0418162B1 (de) | Verfahren zur Herstellung von Bauwerken, insbesondere von Eisenbahnunterführungen | |
FR2915215A1 (fr) | Bloc de circulation en beton pour pont rail | |
CN206428537U (zh) | 一种山区道路的路基路面结构 | |
EP3115509B1 (de) | Verfahren zur herstellung und aufstellung eines bauwerks | |
FR2839990A1 (fr) | Ouvrage d'art prefabrique et procede de mise en place de l'ouvrage d'art | |
CN113565522B (zh) | 一种山岭隧道间tbm过站托架及过站方法 | |
FR2850984A1 (fr) | Procede, dispositif et ouvrage d'art pour realiser une nouvelle voie de circulation sous une voie existante portee par un talus | |
JP4926093B2 (ja) | 函体構造物の構築方法 | |
FR2593549A1 (fr) | Procede pour la construction d'ouvrages sous des voies ferrees en exploitation et dispositif pour la mise en oeuvre de ce procede | |
KR101348785B1 (ko) | 고속철도 선로하 근접시공을 위한 지하공간 개발 방법 | |
FR2472074A1 (fr) | Procede de realisation de galeries en fouille ouverte en terrain ebouleux et dispositif permettant d'appliquer ledit procede | |
WO1990001089A1 (fr) | Procede pour reparer une fondation comportant des tetes de pieux deteriorees, notamment de pieux en bois | |
Lyons et al. | Cardinia Road Railway Station–Pedestrian Underpass Jacking | |
FR2739405A1 (fr) | Procede de reprise en sous oeuvre d'ouvrage existant et dispositif pour sa mise en oeuvre |
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: 20130712 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
17Q | First examination report despatched |
Effective date: 20130927 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20140224 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
DAX | Request for extension of the european patent (deleted) | ||
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: FRENCH |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 672337 Country of ref document: AT Kind code of ref document: T Effective date: 20140715 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602012002067 Country of ref document: DE Effective date: 20140724 |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: SC4A Free format text: AVAILABILITY OF NATIONAL TRANSLATION Effective date: 20140829 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: T3 Ref country code: ES Ref legal event code: FG2A Ref document number: 2501115 Country of ref document: ES Kind code of ref document: T3 Effective date: 20141001 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI 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: 20140611 Ref country code: GR 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: 20140912 Ref country code: NO 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: 20140911 Ref country code: LT 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: 20140611 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 672337 Country of ref document: AT Kind code of ref document: T Effective date: 20140611 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV 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: 20140611 Ref country code: HR 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: 20140611 Ref country code: SE 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: 20140611 Ref country code: RS 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: 20140611 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK 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: 20140611 Ref country code: EE 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: 20140611 Ref country code: RO 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: 20140611 Ref country code: CZ 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: 20140611 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS 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: 20141011 Ref country code: AT 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: 20140611 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602012002067 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC 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: 20140611 |
|
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 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK 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: 20140611 |
|
26N | No opposition filed |
Effective date: 20150312 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602012002067 Country of ref document: DE Effective date: 20150312 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI 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: 20140611 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150831 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150831 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: AECN Free format text: LE BREVET A ETE REACTIVE SELON LA DEMANDE DE POURSUITE DE LA PROCEDURE DU 29.04.2016. |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM 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: 20140611 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY 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: 20140611 Ref country code: MT 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: 20140611 Ref country code: BG 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: 20140611 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 5 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20120821 |
|
PGRI | Patent reinstated in contracting state [announced from national office to epo] |
Ref country code: LI Effective date: 20160502 Ref country code: CH Effective date: 20160502 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK 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: 20140611 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL 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: 20140611 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20210830 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PT Payment date: 20210823 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20220825 Year of fee payment: 11 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230221 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20230216 Year of fee payment: 11 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220821 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: TR Payment date: 20230802 Year of fee payment: 12 Ref country code: ES Payment date: 20230905 Year of fee payment: 12 Ref country code: CH Payment date: 20230902 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20230829 Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20230901 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20230901 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20230901 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IE Payment date: 20240828 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20240828 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20240902 Year of fee payment: 13 Ref country code: BE Payment date: 20240829 Year of fee payment: 13 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20240829 Year of fee payment: 13 |