ES2190656T3 - TUBULAR STRUCTURE. - Google Patents

TUBULAR STRUCTURE.

Info

Publication number
ES2190656T3
ES2190656T3 ES99943008T ES99943008T ES2190656T3 ES 2190656 T3 ES2190656 T3 ES 2190656T3 ES 99943008 T ES99943008 T ES 99943008T ES 99943008 T ES99943008 T ES 99943008T ES 2190656 T3 ES2190656 T3 ES 2190656T3
Authority
ES
Spain
Prior art keywords
elements
base
axis
platform
longitudinal
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
ES99943008T
Other languages
Spanish (es)
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
Original Assignee
Societe Civile de Brevets Matiere
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from FR9811819A external-priority patent/FR2783536B1/en
Priority claimed from FR9816503A external-priority patent/FR2783540B1/en
Application filed by Societe Civile de Brevets Matiere filed Critical Societe Civile de Brevets Matiere
Application granted granted Critical
Publication of ES2190656T3 publication Critical patent/ES2190656T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining 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
    • E01F5/005Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0047Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with open cavities, e.g. for covering sunken roads

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Sewage (AREA)
  • Revetment (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Foundations (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Soil Working Implements (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

Estructura de paso subterráneo, destinado a cubrirse por lo menos parcialmente con un relleno (E) y formado por elementos de pared prefabricados dispuestos uno después del otro sobre una plataforma (A) para formar una estructura tubular resistente (D) con un eje longitudinal (O) y que comprende, en sección transversal a dicho eje (O), por lo menos tres elementos, respectivamente un elemento superior curvado (31) que descansa, a lo largo de dos uniones longitudinales (36, 36¿), sobre los extremos superiores de dos elementos laterales (32, 32¿) que forman pilares cada uno de los cuales posee una base (33) que descansa sobre la plataforma (A) y una pared lateral (34) sensiblemente vertical cuya parte superior (35) está curvada por el lado del eje (O) de la estructura y que se nivela de modo tangencial con el lado correspondiente del elemento superior (31) para formar un arco continuo para transmitir las cargas a las bases (33, 33¿) de dichos elementos de pilar (32, 32¿), estando cada uno de ellos provisto de por lo menos un nervio de refuerzo (37) dispuesto sobre el lado exterior de la pared lateral (34) y extendiéndose sensiblemente a partir de la base (33) hasta alcanzar el nivel de la unión longitudinal (36), de tal modo que cada elemento de pilar (32, 32¿) presenta la rigidez necesaria para resistir sin doblarse las cargas aplicadas y las transmita a la base (33) sin apoyarse lateralmente sobre el terraplén (E) que recubre la estructura.Underpass structure, intended to be covered at least partially with a filler (E) and formed by prefabricated wall elements arranged one after the other on a platform (A) to form a resistant tubular structure (D) with a longitudinal axis ( O) and comprising, in cross section to said axis (O), at least three elements, respectively a curved upper element (31) resting, along two longitudinal joints (36, 36 ¿), on the ends upper two lateral elements (32, 32 ¿) that form pillars each of which has a base (33) that rests on the platform (A) and a substantially vertical side wall (34) whose upper part (35) is curved along the axis (O) side of the structure and tangentially leveled with the corresponding side of the upper element (31) to form a continuous arc to transmit the loads to the bases (33, 33¿) of said elements of pillar (32, 32¿), wherein c one of them provided with at least one reinforcing rib (37) disposed on the outer side of the side wall (34) and extending substantially from the base (33) until reaching the level of the longitudinal joint (36) , so that each pillar element (32, 32 ¿) has the necessary rigidity to resist without bending the applied loads and transmits them to the base (33) without resting laterally on the embankment (E) that covers the structure.

ES99943008T 1998-09-22 1999-09-20 TUBULAR STRUCTURE. Expired - Lifetime ES2190656T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9811819A FR2783536B1 (en) 1998-09-22 1998-09-22 UNDERGROUND TUBULAR WORK
FR9816503A FR2783540B1 (en) 1998-12-28 1998-12-28 TUBULAR WORK

Publications (1)

Publication Number Publication Date
ES2190656T3 true ES2190656T3 (en) 2003-08-01

Family

ID=26234560

Family Applications (1)

Application Number Title Priority Date Filing Date
ES99943008T Expired - Lifetime ES2190656T3 (en) 1998-09-22 1999-09-20 TUBULAR STRUCTURE.

Country Status (13)

Country Link
EP (1) EP1119663B1 (en)
JP (1) JP4382987B2 (en)
AP (1) AP2001002124A0 (en)
AT (1) ATE232931T1 (en)
AU (1) AU5630499A (en)
CA (1) CA2344225A1 (en)
DE (1) DE69905479D1 (en)
ES (1) ES2190656T3 (en)
MY (1) MY121095A (en)
OA (1) OA11909A (en)
PT (1) PT1119663E (en)
TR (1) TR200100804T2 (en)
WO (1) WO2000017456A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111926710A (en) * 2020-07-29 2020-11-13 中铁二十局集团第六工程有限公司 Overhead fixing device for multi-track railway

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007053895A1 (en) * 2005-11-09 2007-05-18 Andrew Van Der Meer Structural cavity
CN107012803B (en) * 2017-06-01 2022-07-29 湖北工业大学 Control method and structure for load shedding and creep prevention of high-fill culvert

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3256653A (en) * 1962-07-16 1966-06-21 Gordon W Hueschen Self-supporting building and method of constructing the same
DE2906140A1 (en) * 1979-02-17 1980-08-28 Schleich Josef Prefabricated conduit and bridge component system - has base hinge connector for two wall plates and cover plate
US4836714A (en) * 1981-11-17 1989-06-06 Marcel Matiere Enclosed structures of very large cross-section, such as conduits, silos or shelters
JP2528374B2 (en) * 1990-04-09 1996-08-28 株式会社フジタ How to build a mountain road
FR2663666B1 (en) * 1990-06-22 1996-08-30 Marcel Matiere STRUCTURE COVERED IN PREFABRICATED ELEMENTS.
US5380123A (en) * 1990-10-09 1995-01-10 Gesertek Oy Method for building a road bed and the use of the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111926710A (en) * 2020-07-29 2020-11-13 中铁二十局集团第六工程有限公司 Overhead fixing device for multi-track railway

Also Published As

Publication number Publication date
AP2001002124A0 (en) 2001-03-20
PT1119663E (en) 2003-06-30
EP1119663A1 (en) 2001-08-01
JP4382987B2 (en) 2009-12-16
JP2002526693A (en) 2002-08-20
OA11909A (en) 2006-04-10
WO2000017456A1 (en) 2000-03-30
EP1119663B1 (en) 2003-02-19
CA2344225A1 (en) 2000-03-30
DE69905479D1 (en) 2003-03-27
AU5630499A (en) 2000-04-10
TR200100804T2 (en) 2001-09-21
ATE232931T1 (en) 2003-03-15
MY121095A (en) 2005-12-30

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