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 PDF

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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
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European Patent Office
Prior art keywords
des
passage
les
sur
tracks
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EP12759791.2A
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English (en)
French (fr)
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EP2649242A1 (de
Inventor
Mustapha ABOULCAID
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    • 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)

  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.
EP12759791.2A 2011-09-13 2012-08-21 Verfahren zur konstruktion von strukturen, insbesondere durchgängen unter befahrenen schienen oder ähnlichem Active EP2649242B1 (de)

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

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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)

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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
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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
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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

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