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EP2505774A1 - Railway tunnel of improved safety - Google Patents

Railway tunnel of improved safety Download PDF

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Publication number
EP2505774A1
EP2505774A1 EP11002769A EP11002769A EP2505774A1 EP 2505774 A1 EP2505774 A1 EP 2505774A1 EP 11002769 A EP11002769 A EP 11002769A EP 11002769 A EP11002769 A EP 11002769A EP 2505774 A1 EP2505774 A1 EP 2505774A1
Authority
EP
European Patent Office
Prior art keywords
tunnel
railway
galleries
fire
people
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Withdrawn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
EP11002769A
Other languages
German (de)
French (fr)
Inventor
Silvino Pompeu Santos
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP11002769A priority Critical patent/EP2505774A1/en
Publication of EP2505774A1 publication Critical patent/EP2505774A1/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/14Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings

Definitions

  • the present invention relates to the construction of railway tunnels of circular section, with two lines, allowing for completely independent, but interconnected directions of traffic, and for easy local access and the safe evacuation of people, in the case of accident or fire inside the tunnel.
  • the machine excavates the soil and places precast segments around the tunnel surface, in order to form the wall of the tunnel, which becomes circular shaped. Afterwards a filling on the bottom of the tunnel is executed, creating a platform for the circulation of the trains, with the two directions of traffic placed side by side.
  • Document EP1191186A1 discloses a tunnel with a separating wall at the middle, but it is a tunnel for road transport. Furthermore, the separating wall does not allow for the passage of the vehicles from one gallery to the other.
  • Document NL1013595C discloses a tunnel with a separating wall at the middle, but the wall is not continuous in high, not allowing for the isolation of the railway galleries.
  • Document JP2004270345 discloses a tunnel with a separating wall at the middle, but the wall exists only at the entrances of the tunnel, not allowing for the isolation of the railway galleries.
  • the tunnel boring machine excavates the soil and places precast segments around the tunnel surface, which are clamped together, in order to form the external wall of the tunnel (1), which will be circular shaped.
  • a slab (3) placed slightly over the bottom of the tunnel and at all its width, and a separating wall (2), disposed at the middle of the tunnel and at all high, resistant to fire and to the pressure due to the piston effect of the trains, are built, forming two independent railway galleries (4) (5), completely isolated, disposed side by side, one for each line, and a service gallery (6) bellow, with one or two cellules.
  • fire devices of box type (10), provided with escape doors, are arranged, which are extended down through vertical access galleries (8), provided with interior stairs, to allow for safe passage of people from the railway galleries to the service gallery, in case of accident or fire inside the tunnel.
  • the fire devices of box type (10) and the vertical access galleries (8) may go through the external wall of the tunnel (1), by locally dismantling the precast segments.
  • emergency vehicles of shuttle type (9) are installed, which may circulate suspended from the slab (3), to allow for local access of personnel and the safe evacuation of people, in case of accident or fire inside the tunnel.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Emergency Lowering Means (AREA)

Abstract

The railway tunnel of improved safety is a tunnel of circular section (1) built with a tunnel boring machine, having a slab (3), placed slightly over the bottom of the tunnel, and a separating wall (2), disposed at the middle of the tunnel, forming two independent railway galleries completely isolated, and a service gallery (6), bellow.
On the slab (3), close to the circular wall (1), on both sides, fire devices of box type (10) are disposed, which are extended down, forming vertical access galleries (8), to allow for the safe passage of people to the service gallery, in case of accident or fire inside the tunnel.
The separating wall (2) disposes of large openings (7), provided with fire doors, regularly spaced along the length of the tunnel, to allow for the passage of the trains from one line to the other, in the case one of the lines became out of service.
The service gallery (6) is provided with emergency vehicles of shuttle type (9), to allow for local access of personnel and the safe evacuation of people, in case of accident or fire inside the tunnel.

Description

    Technical domain of the invention
  • The present invention relates to the construction of railway tunnels of circular section, with two lines, allowing for completely independent, but interconnected directions of traffic, and for easy local access and the safe evacuation of people, in the case of accident or fire inside the tunnel.
  • Background art
  • The construction of railway tunnels with tunnel boring machines is a solution increasingly used, for both economic and environmental reasons.
  • With the referred technique, the machine excavates the soil and places precast segments around the tunnel surface, in order to form the wall of the tunnel, which becomes circular shaped. Afterwards a filling on the bottom of the tunnel is executed, creating a platform for the circulation of the trains, with the two directions of traffic placed side by side.
  • In the case of long tunnels and high speed trains, due to the piston effect of the trains and to the requirements for fire safety, this solution is problematic, being necessary to build two separated tunnels, one for each direction of traffic. It is also necessary to build a complex system of galleries and shafts for local access and the evacuation of people, in case of accident or fire inside the tunnel. Alternatively, a third tunnel is built, between the other two. In both cases, the trains can not pass from one gallery to the other in case one of them became out of service.
  • Document EP1191186A1 discloses a tunnel with a separating wall at the middle, but it is a tunnel for road transport. Furthermore, the separating wall does not allow for the passage of the vehicles from one gallery to the other.
  • Document NL1013595C discloses a tunnel with a separating wall at the middle, but the wall is not continuous in high, not allowing for the isolation of the railway galleries.
  • Document JP2004270345 discloses a tunnel with a separating wall at the middle, but the wall exists only at the entrances of the tunnel, not allowing for the isolation of the railway galleries.
  • Description of the figures
    • Figure 1 is a perspective of the tunnel.
    • Figure 2 is the current cross section of the tunnel.
    • Figure 3 is the cross section of the tunnel through a fire device localised inside the tunnel.
    • Figure 4 is the cross section of the tunnel through a fire device extending trough the wall of the tunnel.
    • Figure 5 is a plan of the tunnel.
    Detailed description of the invention
  • The tunnel boring machine excavates the soil and places precast segments around the tunnel surface, which are clamped together, in order to form the external wall of the tunnel (1), which will be circular shaped.
  • Inside the tunnel thus formed, a slab (3), placed slightly over the bottom of the tunnel and at all its width, and a separating wall (2), disposed at the middle of the tunnel and at all high, resistant to fire and to the pressure due to the piston effect of the trains, are built, forming two independent railway galleries (4) (5), completely isolated, disposed side by side, one for each line, and a service gallery (6) bellow, with one or two cellules.
  • On the slab (3), on both sides, and regularly spaced, fire devices of box type (10), provided with escape doors, are arranged, which are extended down through vertical access galleries (8), provided with interior stairs, to allow for safe passage of people from the railway galleries to the service gallery, in case of accident or fire inside the tunnel. The fire devices of box type (10) and the vertical access galleries (8) may go through the external wall of the tunnel (1), by locally dismantling the precast segments.
  • In the separating wall (2) large openings are arranged (7), provided with fire doors, regularly spaced along the length of the tunnel, in order to allow for the passage of the trains from one line to the other, in the case one of the lines became out of service.
  • Inside the service gallery (6) emergency vehicles of shuttle type (9) are installed, which may circulate suspended from the slab (3), to allow for local access of personnel and the safe evacuation of people, in case of accident or fire inside the tunnel.

Claims (5)

  1. Railway tunnel of circular wall (1) with two lines, characterized by to have a slab (3), placed slightly over the bottom of the tunnel and at its all width, and a separating wall (2), disposed at the middle of the tunnel and at all high, forming two independent railway galleries (4) (5), placed side by side, completely isolated, which are connected to a service gallery (6) below, through vertical access galleries (8), placed close to the circular wall of the tunnel (1), on both sides.
  2. Railway tunnel according to claim 1, characterized by the vertical access galleries (8) to be protected with fire devices of box type (10), provided with escape doors, for the evacuation of people from the railway galleries (4) (5).
  3. Railway tunnel according to claims 1 and 2, characterized by the vertical access galleries to be provided with interior stairs, allowing for safe passage of people between the railway galleries (4) (5) and the service gallery (6).
  4. Railway tunnel according to claim 1, characterised by the separating wall (2) to be provided with large openings (7), regularly spaced along the length of the tunnel, equipped with fire doors, allowing for the passage of the trains from one line to the other.
  5. Railway tunnel according to claims 1, 2 and 3, characterized by the service gallery (6) to be provided with emergency vehicles of shuttle type (9), allowing for local access and the evacuation of people.
EP11002769A 2011-04-02 2011-04-02 Railway tunnel of improved safety Withdrawn EP2505774A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP11002769A EP2505774A1 (en) 2011-04-02 2011-04-02 Railway tunnel of improved safety

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP11002769A EP2505774A1 (en) 2011-04-02 2011-04-02 Railway tunnel of improved safety

Publications (1)

Publication Number Publication Date
EP2505774A1 true EP2505774A1 (en) 2012-10-03

Family

ID=44260104

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11002769A Withdrawn EP2505774A1 (en) 2011-04-02 2011-04-02 Railway tunnel of improved safety

Country Status (1)

Country Link
EP (1) EP2505774A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104019327A (en) * 2014-06-16 2014-09-03 张青富 Urban underground pipeline composite corridor device

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1013595C1 (en) 1999-11-17 2001-05-18 Evert Frederik Ir Siemelink Rail tunnel with asymmetric dividing wall between lanes permits tunnel diameter to be reduced
EP1191186A1 (en) 2000-09-21 2002-03-27 Lambertus Roelof Toorenman Tunnel for road transport
DE10249267A1 (en) * 2002-10-23 2004-05-13 Herbert Richter Safety system for tunnel with a modular assembly separating wall with vertically dropping panels between two carriageways and with side escape paths
JP2004270345A (en) 2003-03-10 2004-09-30 Railway Technical Res Inst Pressure wave reduction structure of fixed structure
JP2005245683A (en) * 2004-03-03 2005-09-15 Ohbayashi Corp Fireproof compartment system of tunnel
CN200964554Y (en) * 2006-06-13 2007-10-24 上海市隧道工程轨道交通设计研究院 Magnetic levitation tunnel inside segmentation formation
CN201412160Y (en) * 2009-06-02 2010-02-24 中铁第四勘察设计院集团有限公司 Single-cave and double-line subway tunnel
US20100098496A1 (en) * 2007-06-25 2010-04-22 Silvino Pompeu Santos Tunnel multi gallery

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1013595C1 (en) 1999-11-17 2001-05-18 Evert Frederik Ir Siemelink Rail tunnel with asymmetric dividing wall between lanes permits tunnel diameter to be reduced
EP1191186A1 (en) 2000-09-21 2002-03-27 Lambertus Roelof Toorenman Tunnel for road transport
DE10249267A1 (en) * 2002-10-23 2004-05-13 Herbert Richter Safety system for tunnel with a modular assembly separating wall with vertically dropping panels between two carriageways and with side escape paths
JP2004270345A (en) 2003-03-10 2004-09-30 Railway Technical Res Inst Pressure wave reduction structure of fixed structure
JP2005245683A (en) * 2004-03-03 2005-09-15 Ohbayashi Corp Fireproof compartment system of tunnel
CN200964554Y (en) * 2006-06-13 2007-10-24 上海市隧道工程轨道交通设计研究院 Magnetic levitation tunnel inside segmentation formation
US20100098496A1 (en) * 2007-06-25 2010-04-22 Silvino Pompeu Santos Tunnel multi gallery
CN201412160Y (en) * 2009-06-02 2010-02-24 中铁第四勘察设计院集团有限公司 Single-cave and double-line subway tunnel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104019327A (en) * 2014-06-16 2014-09-03 张青富 Urban underground pipeline composite corridor device
CN104019327B (en) * 2014-06-16 2016-04-13 张青富 A kind of urban Underground pipeline comprehensive corridor device

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