EP1086759A1 - Elément tubulaire excentrique pour réaliser un plafond souterrain et procédé de réalisation d'un plafond souterrain utilisant lesdits éléments tubulaires - Google Patents

Elément tubulaire excentrique pour réaliser un plafond souterrain et procédé de réalisation d'un plafond souterrain utilisant lesdits éléments tubulaires Download PDF

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Publication number
EP1086759A1
EP1086759A1 EP00870212A EP00870212A EP1086759A1 EP 1086759 A1 EP1086759 A1 EP 1086759A1 EP 00870212 A EP00870212 A EP 00870212A EP 00870212 A EP00870212 A EP 00870212A EP 1086759 A1 EP1086759 A1 EP 1086759A1
Authority
EP
European Patent Office
Prior art keywords
pipe
wall
ceiling
pipes
wall thickness
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.)
Withdrawn
Application number
EP00870212A
Other languages
German (de)
English (en)
Inventor
Paul Kips
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.)
SMET-TUNNELLING NV
Original Assignee
SMET-TUNNELLING NV
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
Application filed by SMET-TUNNELLING NV filed Critical SMET-TUNNELLING NV
Publication of EP1086759A1 publication Critical patent/EP1086759A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling

Definitions

  • the present invention relates to a tube for constructing a span of a room as described in the preamble of the first claim.
  • An underground tube ceiling is constructed by placing a first underground pipe parallel to the plane of the span to be constructed, by means of drilling. After a reinforcement has been applied in the pipes and the pipes have been filled with concrete, the ground below the pipes is removed so that a large underground room is created, the ceiling of which is formed by the pipes filled with reinforced concrete.
  • the span that can be effectuated with such a pipe ceiling is however limited due to the relatively high strain to which the pipe ceiling is subjected, by the ground laying on top of the pipe ceiling.
  • De span that can be offered by a pipe ceiling is further limited in that the diameter of the pipes that may be used, and thus the beam height that can be provided, is limited.
  • the pipes are namely supplied through smaller galleries located in the vicinity of the pipe ceiling. Besides this, relaxation of a.o. constructions located above the pipe ceiling, relaxation of the ground below the surface level where the pipe ceiling is located, as well as the affected area formed as a consequence of constructing the pipe ceiling, should be limited as far as possible.
  • the span that may be provided by a pipe is determined by the beam height formed by the pipe.
  • the beam height formed by the pipe can be increased by removing a segment from the bottom side of the pipe, in longitudinal direction thereof, and to remove the ground below this segment to such a depth that the beam height can be increased with the necessary height. Thereafter, pipe and recess are filled with concrete, reinforced or not, to provide the required span.
  • This invention provides another attempt to the solution of the problem of the decreased structural stability that occurs when part of the bottom of the pipe is removed.
  • the starting point of this invention is not the fact that a pipe of sleeve used to construct a span, is adapted to provide sufficient stability and allow deepening of the ground.
  • a pipe is provided the construction of which, in particular the variation of the wall thickness, may be adapted to the span to be provided by the pipe later on.
  • the inner wall in the outer wall namely a pipe is provided with a varying wall thickness, which is adapted to the variable flexural moment to which the underground pipe is exposed.
  • the wall thickness is lower at a position where the inner wall is closer to the outer wall, the wall thickness is larger at a position where the inner wall is located further away from the outer wall.
  • the pipe is inserted in the ground in such a manner that the part with the larger wall thickness lays on top, parallel to the surface or parallel to the spanned surface.
  • the forces exerted sideways to the pipe apply under an angle and are thus smaller.
  • the part with the smallest wall thickness onto which almost no forces are exerted, is located at the bottom.
  • the largest pressure, and thus the largest flexural moment is exerted to the part of the pipe having the largest wall thickness.
  • the smallest pressure and smallest flexural moment are exerted to the part with the smallest wall thickness.
  • the flexural moment thus decreases with the wall thickness.
  • a segment may be removed from the wall of the pipe at the position where the wall thickness is the smallest, and a recess may be formed in the underlaying ground without thereby adversely affecting the structural stability of the pipe and without the necessity of using obstructive supports.
  • This invention also relates to a method for producing the above described pipe.
  • the pipe is preferably produced by mounting an inner formwork in an outer formwork in such a manner that the inner formwork is excentrically positioned within the outer formwork.
  • An outer wall is applied against the outer formwork, an inner wall is applied against the inner formwork and the outer and inner wall are connected to each other.
  • the reinforcement can be made as known from the state of the art and may for example be formed by a cylindrical cage placed parallel with the outer wall and a cylindrical cage placed parallel to the inner wall of the pipe.
  • This invention also relates to a method for producing a pipe ceiling using the above described pipes, a plurality of pipes of this invention being positioned adjacent to each other.
  • ground may be removed in longitudinal direction below the pipes, after which the pipes and the removed ground volume are filled with concrete, reinforced or not.
  • Figure 1 is a view to a span known from the state of the art.
  • Figure 2a and 2b show a cross section of a pipe known from the state of the art, from which a wall segment has been removed.
  • Figure 3 shows a cross section of the pipe of this invention and the pattern of forces to which the pipe is subjected.
  • Figure 4 shows a cross section of the pipe of this invention below which a recess has been formed.
  • Figure 1 is a view to the known pipe ceiling 4 comprising a plurality of parallel, adjacent pipes 1, located below a surface 10.
  • the pipes are mounted underground in a gallery 5, by inserting a plurality of short pipe lengths 6 one after the other.
  • the diameter of the pipes 1 is adapted to the span that needs to be provided. Thereafter the ground below the pipes is removed, over a distance which is smaller than or equal to the maximum possible span that may be realised.
  • the recess 7 and pipes 1 are filled with concrete, reinforced or not to create the desired beam height.
  • the thus obtained beam 7 is supported by a support 8 to allow that the pipes 1 can span the length 11.
  • a segment (dotted line a-b) has been removed from the bottom of the pipe to allow the beam height h to be increased.
  • a horizontal floor 9 is mounted between the thus formed extremities 13 and 14 of the pipe 1.
  • the preferred embodiment of this invention shown in figure 3 comprises a pipe wall or tube wall with an outer wall 2 and an inner wall 3.
  • the inner wall 3 is positioned excentrically within the outer wall 2 so that a pipe with a varying wall thickness is obtained.
  • a segment indicated between the dotted line a-b is removed from the bottom of the pipe.
  • the size or edge of the segment may be varied within reasonable ranges, but is preferably smaller than 90°, thus maximum 1 ⁇ 4 of the circumference of the pipe.
  • the size of the segment that is removed from the pipe will in general vary with the beam width aimed at, thereby taking into account that a support face is provided for the pipe 1 which is sufficiently large to avoid that the structural stability of the pipe is effected to a too large extent.
  • a sleeve is formed below the segment by removing ground. Thereafter, a reinforcement and concrete are applied in the thus formed sleeve and pipe 1. In a similar way a plurality of adjacent pipes 1 are applied underground. Below the thus constructed pipe ceiling 4, the ground can be removed to form an open underground room.
  • the pipes 1 may be places parallel to or under an angle with respect to the surface 10.
  • the wall thickness of the pipe 1 may be varied within wide ranges.
  • the maximum wall thickness is preferably maximum 10 times, more preferably 2 to 5 times the minimal wall thickness.
  • the wall thickness decreases gradually from a point with the largest wall thickness which is preferably located on top of the pipe 1, towards a point with the smallest wall thickness, preferably at the bottom of the pipe 1. In that way a uniform evolution of the strength of the pipe wall can be obtained.
  • the pipe of this invention can be made of any material known to the man skilled in the art of making pipes, for example concrete, steel, plastic material etc.
  • a plurality of reinforcement means are introduced between the inner wall 3 and outer wall 2 to improve the stiffness of the pipe and to obtain a pipe with a resistance that is large at the position where the bending or flexural moment is the largest, and a smaller resistance at the position where the bending moment is smaller.
  • the pipe and method of this invention present the advantage that a water sealed, pipe ceiling may be constructed in a simplified and cheaper manner. It is namely virtually impossible to fit adjacent pipes together in a water tight manner. To prevent seeping of water between adjacent pipes, the space between those pipes is filled. This is preferably achieved by inserting a reinforcement 12 between the pipes, which is than imbedded in concrete or the material the pipes are made of. The reinforcement may for example also be applied in the recess below the pipes, or transversal to the longitudinal direction of the pipes, and may extend throughout adjacent recesses.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
EP00870212A 1999-09-22 2000-09-22 Elément tubulaire excentrique pour réaliser un plafond souterrain et procédé de réalisation d'un plafond souterrain utilisant lesdits éléments tubulaires Withdrawn EP1086759A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE9900637 1999-09-22
BE9900637 1999-09-22

Publications (1)

Publication Number Publication Date
EP1086759A1 true EP1086759A1 (fr) 2001-03-28

Family

ID=3892100

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00870212A Withdrawn EP1086759A1 (fr) 1999-09-22 2000-09-22 Elément tubulaire excentrique pour réaliser un plafond souterrain et procédé de réalisation d'un plafond souterrain utilisant lesdits éléments tubulaires

Country Status (1)

Country Link
EP (1) EP1086759A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017140791A1 (fr) * 2016-02-16 2017-08-24 Recaro Aircraft Seating Gmbh & Co. Kg Dispositif formant siège d'avion

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4245926A (en) * 1977-05-17 1981-01-20 Magyar Szenbanyaszati Troszt Welded grid, primarily for securing underground cavities, cavity systems, as well as process for making the grid
DE19629740A1 (de) * 1996-07-23 1998-01-29 Peter Denk Leichtbauteil

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4245926A (en) * 1977-05-17 1981-01-20 Magyar Szenbanyaszati Troszt Welded grid, primarily for securing underground cavities, cavity systems, as well as process for making the grid
DE19629740A1 (de) * 1996-07-23 1998-01-29 Peter Denk Leichtbauteil

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017140791A1 (fr) * 2016-02-16 2017-08-24 Recaro Aircraft Seating Gmbh & Co. Kg Dispositif formant siège d'avion
CN109071026A (zh) * 2016-02-16 2018-12-21 瑞凯威飞机座椅有限责任两合公司 飞机座椅装置
US10494104B2 (en) 2016-02-16 2019-12-03 Recaro Aircraft Seating Gmbh & Co. Kg Aircraft seat device

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