EP1062392B1 - Unterirdischer durchgang - Google Patents

Unterirdischer durchgang Download PDF

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Publication number
EP1062392B1
EP1062392B1 EP99907667A EP99907667A EP1062392B1 EP 1062392 B1 EP1062392 B1 EP 1062392B1 EP 99907667 A EP99907667 A EP 99907667A EP 99907667 A EP99907667 A EP 99907667A EP 1062392 B1 EP1062392 B1 EP 1062392B1
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EP
European Patent Office
Prior art keywords
elements
upper element
longitudinal
height
resting
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.)
Expired - Lifetime
Application number
EP99907667A
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English (en)
French (fr)
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EP1062392A1 (de
Inventor
Marcel Matiere
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Societe Civile de Brevets Matiere
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Societe Civile de Brevets Matiere
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Application filed by Societe Civile de Brevets Matiere filed Critical Societe Civile de Brevets Matiere
Priority to EP04076571A priority Critical patent/EP1452646A3/de
Publication of EP1062392A1 publication Critical patent/EP1062392A1/de
Application granted granted Critical
Publication of EP1062392B1 publication Critical patent/EP1062392B1/de
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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

Definitions

  • the invention relates to a passage under embankment likely to have a very large section, corresponding in particular to the road gauge, such a work being used in particular for the passage under embankment of a road or rail traffic.
  • This technique which is described, in particular, in the European patents No. 0,081,402 No. 0,244,890 and No. 0 296 013 of the same inventor, consists in producing a tubular wall consisting of prefabricated concrete elements which are made of In advance, transported to the site when the prefabrication plant is remote, and assembled on the construction site, the assembly is then covered with a backfill.
  • the tubular wall is centered on a longitudinal axis and comprises, in cross section, at least three prefabricated elements, respectively an upper element in an arc of a circle, resting on two side elements spaced apart from one of the another and each comprising a base resting on the ground and a side wall having an upper portion curved inwardly of the section so as to connect to the upper member.
  • the previous invention makes it possible to achieve very economically works that can have a very large section of passage corresponding to the road gauge. It has even been possible to achieve very economically works covering several roads, for example, for bypass roads in a city that can advantageously be buried in order to protect the environment.
  • European Patent No. 0.585.959 also describes a buried conduit comprising, in cross section, an upper element in a circular arc or possibly in a basket handle, which rests, by joints on two prefabricated bearing elements.
  • Longitudinal joints usually consist of simple horizontal axis joints and it has been observed that such a provision to make works of very large section and able to support a heavy load, for example the circulation of a highway lane above the structure.
  • the inventor has therefore proposed to use elements of different radii, the upper element, which still covers an angular sector of 90 °, having a greater radius than the curved parts of the radii. elements of sides.
  • the deflection of the circular arc is proportional to the distance between the support and, because of the large radius required, the raising of the key relative to the lateral supports may be too important to use this technique when the difference in height between the background on which is placed the work and the way of circulation passing over it is insufficient.
  • the object of the invention is therefore to extend the possibilities of application of the technique of construction of structures by prefabricated elements described in the aforementioned patents of the same inventor, by making it possible to reduce the total height of the work relative to its scope, while retaining the essential advantages of the prior art.
  • the invention thus generally relates to a backfill structure comprising a tubular wall having a longitudinal axis and consisting of a plurality of concrete elements made in advance and juxtaposed along longitudinal joints and transverse, said elements being assembled on the construction site so as to form a tubular wall comprising, in cross-section at its axis, at least three prefabricated elements, respectively an upper element having two lateral sides parallel to the longitudinal axis and two elements spaced apart from each other and each comprising a base resting on the ground and a side wall having an upper portion curved inwardly of the section, with an upper edge parallel to the longitudinal axis, the element upper resting by its lateral sides along longitudinal joints, on the upper edges of the side elements.
  • each upper element comprises a cylindrical wall generatrices parallel to the longitudinal axis and having a transverse profile with double curvature comprising a flat central portion extended by two end portions each having the same radius of curvature as the upper part.
  • curved side element corresponding, so as to connect tangentially thereto, said double curvature wall being associated with at least one stiffening rib capable of withstanding the stresses resulting from the self weight of the upper element and the load applied by the backfill covering the tubular wall.
  • the zero curvature of the central part of the central part of the upper element and the dimensions of the elements are such that the total height of the structure does not substantially exceed that of a rectangular section structure limiting the same height to the rib not exceeding that of a planar deck limiting the jig, the stiffening rib having a moment of inertia sufficient to give the upper element the necessary bending strength, given the distance between the lateral sides and applied loads.
  • the lateral sides of the upper element and the upper edges of the side elements are provided with mating bearing parts, respectively recessed and protruding, so as to provide two articulated longitudinal joints, the tangential connection of the bearing portions of the upper member with the side members determining the transmission of the bearing forces, in each longitudinal joint, in directions inclined with respect to the horizontal, with a horizontal component directed outwards.
  • the longitudinal joint plane between the upper edge of a side member and the lateral side of the upper element bearing on it passes through a common center of curvature and is inclined substantially at 45.degree. horizontally.
  • FIG. 1 schematically shows, in cross-section, a passage structure according to the invention, comprising a tubular wall 1 disposed on the bottom 11 flattened and packed with a trench 10 and covered with an embankment 12 until at a higher level 13 at a height h above the bottom 11 of the trench 10, to allow the passage of a traffic lane above the structure.
  • the tubular wall 1 generally consists of prefabricated reinforced or prestressed concrete elements, which are juxtaposed so as to form successive sections centered on a longitudinal axis O.
  • each section comprises, in cross section, at least three elements, respectively two side members 2, 2 'and an upper element 3, having two lateral sides 31, 31', parallel to the longitudinal axis O of the structure, which rest on the upper edges 21, 21 'of the side elements 2, 2'.
  • Each side member 2, 2 comprises a sole 22 forming a flat bottom base 22 and a side wall 23 extending upwards, curving inwardly at least at its upper portion 24.
  • the assembly is balanced in such a way that the prefabricated side element 2 can be placed on the ground and stand by itself without scaffolding, even under the weight of the upper element 3.
  • the bases of the side elements are connected by a concrete base which makes it possible to distribute the load applied over a large area.
  • the raft can be removed if the lift of the bottom 11 of the trench allows it and, in particular, when the scope of the work between the bases of the side elements 2, 2 'is important.
  • each side element has the particular shape shown in Figure 1, the sole 22 comprising two wings 22a, 22b respectively extending outwardly and inwardly of the section, on either side the foot of the side wall 23 over a width determined according to the lift of the ground and stability conditions.
  • the wall 23 is curved inwards, experience has shown that such an element can be perfectly stable, even for very large spans.
  • articulated joints between each lateral side 31 of the upper member 3 and the upper edge 21 of the associated side member 2. These articulated joints are made in the manner shown in Figure 2, the upper edge 21 of the side member 2 being provided with a concave groove 41 while the lateral side 31 of the upper member 3 is provided with a convex edge 42.
  • the tubular wall of the structure has a semicircular section symbolized by the dashed line S1 in FIG. 1. It can be seen that the height of the structure, at the key, is equal to half of the range between supports.
  • the rectangular template passage in such a structure for example for a road traffic lane, therefore has a height of the order of half the width.
  • the passage template G shown in mixed lines in the figure has a width L greater than twice the height H.
  • the overall height h1 of the key work remains quite large and may be too high when the difference in height h between the upper level of the taxiway 13 passing over the structure and the bottom 11 thereof is reduced.
  • the settling effects at the edge of the deck plane determine a threshold effect which leads to a deterioration of the taxiway passing over the structure.
  • the invention provides a solution to this problem retaining, however, most of the advantages of the previously known arrangement.
  • the structure according to the invention comprises, in cross section along its axis O, an upper element 3 resting by its lateral sides 31, 31 'on the upper edges 21, 21' of two side elements 2, 2 'which can be perfectly identical to the side elements used in previously known structures.
  • Each side element 2 thus comprises, as in the previous arrangements, a side wall 23, at least the upper portion 24 is curved so as to form a circular sector centered at a point O1 and which extends vertically from a sole-shaped base comprising two wings, respectively external 22a and internal 22b resistant to the overturning of the element 2 inwards or outwards.
  • the upper element 3 has a particular shape. It consists, in fact, of a curved wall 30 associated with a stiffening rib 32.
  • the wall 30 has a cylindrical shape with generatrices parallel to the longitudinal axis O and having a double curvature. It comprises, indeed, a flat central portion 33 which is connected to two end portions 34, 34 'having a radius of curvature equal to that of the curved upper part of the side wall 23, 23' of the associated side member 2, 2 '.
  • the two parts 34 and 24 are, therefore, centered at the same point O1, O'1 and extend, respectively, on either side of the joint plane P.
  • the height e of the rib 32 is determined so as to give the assembly a moment of inertia sufficient to withstand the forces applied on the portion 33 of the element 3.
  • the elements are dimensioned so that the longitudinal supports are spaced apart by a width L and placed at a height H above the bottom 11, these dimensions corresponding to the desired passage template G.
  • the upper element 3 can be calculated as a variable section beam resting on two articulated supports constituted by the longitudinal joints 4, 4 'formed on the upper edges 21, 21' of the side members 2, 2 '.
  • the height e is not therefore greater than that of a plane deck resting on two vertical abutments, to limit the same size.
  • the hinged joint 4 can be made in the same way, the joint plane P is preferably inclined relative to the horizontal, an angle A equal to 45 °. It is known that, in practice, this type of joint has given the best results, even for very large spans.
  • the forces applied to the two articulated joints 4, 4 ' have a component horizontal tending to push outward side elements 2, 2 'which rest on the side embankments, the latter being made to participate in the resistance of the structure.
  • the inwardly curved shape of the side elements 2, 2 'and the possibility of giving them a very small thickness relative to their length gives the assembly a certain flexibility to mobilize the embankments.
  • the total height h 'of the structure is not appreciably greater than that of a structure with a rectangular section and thus allows the passage of a traffic lane 13 at a relatively low height h above the bottom. 11 of the trench 10, the upper element 3 can be covered with a thin layer of embankment.
  • the particular shape of the upper element makes it possible to reduce the settling effects which normally occur at the limit of a flat deck and which lead to a deterioration of the roadway. Indeed, since the central portion 33 is extended by portions 34 of greater curvature, the thickness of the embankment gradually increases to the lateral supports 4, 4 'which are farthest from the upper surface 13 and, because continuity of the circular outer wall, this increase or gradual decrease in the height of embankment above the concrete wall ensures better absorption of the threshold effect at the passage of the structure.
  • the side elements 2, 2 ' have a center of curvature O1 placed at the bottom 11, so as to increase the height of the curved portion 24 for a given ratio of the width L at the height H of the template.
  • the height e of the rib should be just sufficient to give the upper element 3 the required flexural strength by ensuring the desired clearance pattern.
  • the inner edges of the bases 22, 22 'of the side elements can be connected by a concrete base to distribute the load over a large area.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Claims (4)

  1. Durchgangsbauwerk unter einer Erdaufschüttung (12), mit einer rohrförmigen Wand (1), die eine Längsachse (O) aufweist und aus mehreren Betonelementen gebildet ist, welche vorab gefertigt und entlang längs- und querverlaufenden Gelenkverbindungen aneinanderstoßend angeordnet sind, wobei die Elemente auf der Baustelle derart zusammengefügt werden, daß eine rohrförmige Wand (1) gebildet wird, die im Schnitt quer zu ihrer Achse, mindestens drei vorgefertigte Elemente aufweist, nämlich ein oberes Element (3) mit zwei zur Längsachse (O) parallelen Seitenkanten (31, 31') und zwei voneinander beabstandete Seitenelemente (2, 2'), die jeweils eine auf dem Boden (11) aufliegende Basis (22) und eine einen zur Innenseite des Querschnitts gebogenen oberen Teil (29) aufweisende Seitenwand (23) mit einem zur Längsachse (O) parallelen oberen Rand (21) aufweisen, wobei das obere Element (3) mit seinen Seitenkanten (31, 31') entlang längsverlaufenden Gelenkverbindungen (4, 4') auf den oberen Rändern (21, 21') der Seitenelemente (2, 2') aufliegt,
    dadurch gekennzeichnet, daß jedes obere Element (3) eine mit einem doppelt gekrümmten Querprofil ausgebildete Wand (30) mit einem ebenen Mittelteil (33) aufweist, das durch zwei Endteile (34, 34') verlängert ist, die jeweils den gleichen Krümmungsradius wie der gekrümmte obere Teil (24, 24') des entsprechenden Seitenelements (2, 2') haben, so daß sie sich tangential an dieses anschließen, wobei die doppelt gekrümmte Wand (30) mindestens einer Versteifungsrippe (32) zugeordnet ist, die in der Lage ist, die aus dem Eigengewicht des oberen Elements (3) und den durch die Aufschüttung (12), welche die rohrförmige Wand (1) bedeckt, aufgebrachten Belastungen resultierenden Spannungen zu absorbieren, und daß die Abmessungen der Elemente derart gewählt sind, daß die Gesamthöhe (h') des Bauwerks nicht wesentlich größer ist, als diejenige eines Bauwerks mit rechtwinkligem Querschnitt, welches das gleiche Lichtraumprofil (G) eines Durchgangs begrenzt, und daß die Höhe (e) der Rippe nicht größer als diejenige einer das Lichtraumprofil begrenzenden ebenen Fahrbahnplatte ist, wobei die Höhe der Rippe (32) derart gewählt ist, daß dem oberen Element ein ausreichendes Trägheitsmoment verliehen ist, um den auf den Mittelteil (33) des oberen Elements (3) einwirkenden Kräften zu widerstehen.
  2. Bauwerk unter einer Erdaufschüttung nach Anspruch 1, dadurch gekennzeichnet, daß die Seitenkanten (31, 31') des oberen Elements (3) und die oberen Ränder (21, 21') der Seitenelemente (2, 2') derart mit ausgenommenen bzw. vorspringenden zusammengefügten Stützteilen versehen sind, daß zwei längsverlaufende Gelenkverbindungen (4, 4') gebildet sind, wobei die tangentiale Verbindung der Stützteile des oberen Elements (3) mit den Seitenteilen (2, 2') die Übertragung der Stützkräfte an jeder längsverlaufende Gelenkverbindung in zur Horizontalen geneigten Richtungen bestimmt, wobei eine nach außen gerichtete horizontale Komponente vorhanden ist.
  3. Bauwerk unter einer Erdaufschüttung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Längsgelenkfugenebene zwischen dem oberen Rand eines Seitenelements und der sich darauf abstützenden Seitenkante des oberen Elements durch einen gemeinsamen Krümmungsmittelpunkt verläuft und im wesentlichen um 45° in bezug zur Horizontalen geneigt ist.
  4. Bauwerk unter einer Erdaufschüttung nach einem der vorhergehenden Ansprüche, der zur Ausbildung eines rechtwinkligen Durchgangslichtraumprofils (G) mit einer Höhe (H) und einer Breite (L) geeignet ist, dadurch gekennzeichnet, daß die Abmessungen der Elemente derart gewählt sind, daß nach dem Positionieren die längsverlaufenden Gelenkverbindungen (4, 4') zwischen den Elementen im wesentlichen in den oberen Ecken des Durchgangslichtraumprofils (G) befinden, wobei die Versteifungsrippen (32) der oberen Elemente (3) eine Innenseite aufweisen, die auf einer Höhe angeordnet ist, welche im wesentlichen der Höhe (H) des Lichtraumprofils (G) entspricht, und wobei die längsverlaufenden Gelenkverbindungen (4, 4') um eine Entfernung voneinander beabstandet sind, die im wesentlichen der Breite (L) des Lichtraumprofils (G) entspricht.
EP99907667A 1998-03-09 1999-03-08 Unterirdischer durchgang Expired - Lifetime EP1062392B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP04076571A EP1452646A3 (de) 1998-03-09 1999-03-08 Unterirdischer Durchgang

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9802846 1998-03-09
FR9802846A FR2775704B1 (fr) 1998-03-09 1998-03-09 Ouvrage de passage sous remblai
PCT/FR1999/000518 WO1999046450A1 (fr) 1998-03-09 1999-03-08 Ouvrage de passage sous remblai

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP04076571A Division EP1452646A3 (de) 1998-03-09 1999-03-08 Unterirdischer Durchgang

Publications (2)

Publication Number Publication Date
EP1062392A1 EP1062392A1 (de) 2000-12-27
EP1062392B1 true EP1062392B1 (de) 2006-02-08

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Family Applications (2)

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EP04076571A Withdrawn EP1452646A3 (de) 1998-03-09 1999-03-08 Unterirdischer Durchgang
EP99907667A Expired - Lifetime EP1062392B1 (de) 1998-03-09 1999-03-08 Unterirdischer durchgang

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP04076571A Withdrawn EP1452646A3 (de) 1998-03-09 1999-03-08 Unterirdischer Durchgang

Country Status (10)

Country Link
EP (2) EP1452646A3 (de)
JP (1) JP4644367B2 (de)
CA (1) CA2322980A1 (de)
DK (1) DK1062392T3 (de)
ES (1) ES2257033T3 (de)
FR (1) FR2775704B1 (de)
MY (1) MY129555A (de)
OA (1) OA11902A (de)
PT (1) PT1062392E (de)
WO (1) WO1999046450A1 (de)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0585959A1 (de) * 1989-01-20 1994-03-09 Marcel Matière Verfahren zum Verwirklichen einer eingegrabenen Leitung

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS613995Y2 (de) * 1981-06-16 1986-02-06
JPS587043A (ja) * 1981-07-06 1983-01-14 株式会社アンド− 組立式ア−チカルバ−ト
DE3280384D1 (de) 1981-11-17 1992-01-30 Marcel Matiere Verfahren zur herstellung von hohlen elementen, wie etwa leitungen, silos oder bunker und elemente, hergestellt durch dieses verfahren.
EP0244890B2 (de) 1981-11-17 1999-09-29 Marcel Matière Verfahren zur Herstellung von hohlen Elementen, wie etwa Leitungen, Silos oder Bunker und Elemente, hergestellt durch dieses Verfahren
ES2021150T5 (es) * 1987-06-05 1998-07-16 Marcel Matiere Construccion tubular.
AT395894B (de) * 1987-06-11 1993-03-25 Mayreder Kraus & Co Ing Verfahren zum herstellen von oberflaechennahen tunnels
FR2642109B1 (fr) * 1989-01-20 1991-05-03 Matiere Marcel Structure creuse allongee et son procede de fabrication
FR2672937B1 (fr) 1991-02-18 1997-12-05 Marcel Matiere Structure tubulaire enterree et son procede de realisation.
JP2581861B2 (ja) * 1991-11-20 1997-02-12 株式会社奥村組 漸変断面トンネル用移動型枠装置
JP3251698B2 (ja) * 1993-04-16 2002-01-28 石川島建材工業株式会社 トンネル覆工用エレメントおよびそれを用いたトンネル構築方法
JPH0754594A (ja) * 1993-08-12 1995-02-28 Ishikawajima Constr Materials Co Ltd トンネル構造体
NL1000828C1 (nl) * 1995-07-17 1997-01-21 Adviesburo Voor Aluminium Geve Werkwijze voor het aanbrengen van een dubbel spoorlijn, zoals bij voor beeld ten behoeve van de Hoge Snelheids Lijn (H.S.L.), in een weersonaf hankelijke, half-open tunnel-konstruktie, samengesteld uit daartoe ge vormde zijwandelementen, vloer en drukbalken, welke half verdiept in het maaiveld en op estetische wijze zijdelings wordt ingedijkt als bij een boezemkanaal, waarbij de tunnel zelf tevens wordt voorzien van daglicht toetreding, natuurlijke ventilatie en een drukgolf-compensatie systeem.

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0585959A1 (de) * 1989-01-20 1994-03-09 Marcel Matière Verfahren zum Verwirklichen einer eingegrabenen Leitung

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BUISSON B.: "Encyclopédie Pratique de la Construction et du Bâtiment, Chapitre X, Construction des Voûtes et des Planchers", 1968, LIBRAIRIE ARISTIDE QUILLET, PARIS *

Also Published As

Publication number Publication date
PT1062392E (pt) 2006-05-31
EP1452646A3 (de) 2004-09-15
FR2775704B1 (fr) 2000-05-19
JP2002506150A (ja) 2002-02-26
FR2775704A1 (fr) 1999-09-10
CA2322980A1 (fr) 1999-09-16
JP4644367B2 (ja) 2011-03-02
EP1062392A1 (de) 2000-12-27
EP1452646A2 (de) 2004-09-01
OA11902A (fr) 2006-04-10
DK1062392T3 (da) 2006-07-03
WO1999046450A1 (fr) 1999-09-16
MY129555A (en) 2007-04-30
ES2257033T3 (es) 2006-07-16

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