KR20100061440A - Tunnel multi gallery - Google Patents

Tunnel multi gallery Download PDF

Info

Publication number
KR20100061440A
KR20100061440A KR1020107001677A KR20107001677A KR20100061440A KR 20100061440 A KR20100061440 A KR 20100061440A KR 1020107001677 A KR1020107001677 A KR 1020107001677A KR 20107001677 A KR20107001677 A KR 20107001677A KR 20100061440 A KR20100061440 A KR 20100061440A
Authority
KR
South Korea
Prior art keywords
tunnel
gallery
slab
order
service
Prior art date
Application number
KR1020107001677A
Other languages
Korean (ko)
Inventor
실비노 폼페우 산토스
Original Assignee
실비노 폼페우 산토스
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 실비노 폼페우 산토스 filed Critical 실비노 폼페우 산토스
Publication of KR20100061440A publication Critical patent/KR20100061440A/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings

Abstract

The tunnel multi gallery is a tunnel of circular section executed with a tunnel boring machine (1), characterized by possessing a wall (2), disposed at the middle of the tunnel and along all its high, and a slab (3), placed a bit over the bottom of the tunnel, in order to create two independent galleries, disposed side by side, and a service gallery with two cellules. Inside the lateral part of the two galleries and inside the two cellules of the service gallery, vehicles of shuttle type (4) are installed, in order to provide local access in case of accident or fire.

Description

터널 멀티 지하로{TUNNEL MULTI GALLERY}Tunnel multi basement road {TUNNEL MULTI GALLERY}

차로와 철로의 통행 시스템에 관한 사회 기반 시설의 건설에 점점 더 많이 사용되는 방법은 터널 천공기(tunnel boring machines)에 의한 터널의 시공이다. An increasingly popular method for the construction of infrastructure for lane and rail traffic systems is the construction of tunnels by tunnel boring machines.

터널 천공기로 터널을 시공하는 경우, 상기 터널의 벽을 형성하기 위하여 상기 터널 천공기로 토양을 굴착하고, 클램프들로 서로 고정된 프리캐스트 부재를 위치시킨다. 그 다음, 상기 터널을 사용하는 운송수단들(철로 터널의 경우, 기차)의 통행을 위한 플랫폼을 형성하기 위하여, 나란히 위치한 2개의 교통 기능을 갖도록 상기 터널 바닥에 대한 채움(filling)이 시공된다. When constructing a tunnel with a tunnel perforator, the soil is excavated with the tunnel perforator to form walls of the tunnel, and the precast members fixed to each other are placed with clamps. Then, the filling of the tunnel floor is constructed to have two traffic functions located side by side in order to form a platform for the passage of vehicles (trains in the case of railway tunnels) using the tunnel.

긴 터널(보통, 500미터 이상 연장되는 터널)의 경우에, 터널에 여러가지 문제가 있으며, 공기가 단일의 방향으로 순환할 수 있도록 하는 환기의 목적으로 각 방향의 통행에 하나씩으로 하여 두 개의 분리된 터널을 건설할 필요가 있다. 또한, 사고나 화재의 경우에 진입을 위하여 제 3의 터널(서비스 터널)을 건설할 필요도 있을 수 있다. In the case of long tunnels (typically tunnels extending more than 500 meters), there are various problems with the tunnel, two separate ones in each direction for the purpose of ventilation to allow air to circulate in a single direction. It is necessary to build a tunnel. It may also be necessary to construct a third tunnel (service tunnel) for entry in the event of an accident or fire.

본 발명은 터널 천공기로 시공되는 철로 타입의 터널들의 건설에 대하여 혁신적인 방법을 제안하며, 본 발명의 터널은 사고나 화재의 경우에 쉽게 진입이 가능하도록 하는 두 개의 통행로에 대하여 완벽한 분리를 가능하게 한다. The present invention proposes an innovative method for the construction of railway-type tunnels constructed with tunnel perforator, and the tunnel of the present invention enables perfect separation for two passageways that allow easy entry in the event of an accident or fire. .

터널 멀티 지하로는 터널 천공기(1)에 의하여 시공되는 원단면의 터널이고, 상기 터널은 터널의 중앙에서 터널의 높이를 따라 형성되는 벽(1)과, 나란히 배치되는 두 개의 독립된 지하로를 형성하기 위하여 상기 터널 바닥으로부터 소정 거리 떨어진 곳에 위치하는 슬래브(3)와, 두 개의 평행한 집합주거를 갖는 서비스 지하로를 시공하는 것에 의하여 형성된다. 사고나 화재의 경우에 국부적으로 진입이 가능하도록 하기 위하여, 두 개의 지하로들의 측면 내측과, 셔틀 타입(4)의 운송수단이 서비스 지하로에 설치된다. The tunnel multi underground passage is a tunnel of the distal surface constructed by the tunnel borer 1, and the tunnel forms a wall 1 formed along the height of the tunnel at the center of the tunnel and two independent underground passages arranged side by side. It is formed by constructing a slab 3 located at a predetermined distance from the bottom of the tunnel and a service underpass having two parallel collective dwellings. In order to be able to enter locally in the event of an accident or fire, the inner side of the two underground passages and the shuttle type 4 means of transport are installed in the service underground passage.

본 발명의 터널은 사고나 화재의 경우에 쉽게 진입이 가능하도록 하는 두 개의 통행로에 대하여 완벽한 분리를 가능하게 한다. The tunnel of the present invention allows for complete separation of the two passageways that allow easy entry in the event of an accident or fire.

본 발명은 도 1, 2, 3 및 4에 도시된다.
도 1은 터널의 구조를 보여주는 사시도.
도 2는 터널의 종단면을 보여주는 도면.
도 3은 터널의 횡단면을 보여주는 도면.
도 4는 터널의 평면도.The invention is shown in FIGS. 1, 2, 3 and 4.
1 is a perspective view showing the structure of a tunnel.
2 shows a longitudinal section of a tunnel;
3 shows a cross section of a tunnel;
4 is a plan view of a tunnel;

터널은 터널 천공기에 의하여 시공되어 원형 튜브(1) 구조로 이루어지고, 상기 터널 천공기에 의한 시공은 토양을 굴착하고, 금속 소재의 클램프들에 의하여 서로 연결되는 프리캐스트 부재를 위치시킴으로써 수행된다. The tunnel is constructed by a tunnel perforator to form a circular tube 1 structure, and the construction by the tunnel perforator is performed by excavating soil and placing precast members connected to each other by clamps of metal material.

이러한 시공에 의하여 상기 터널 내측에는, 터널의 중앙에 위치하면서 터널의 높이를 따라 형성되는 벽(2)과, 나란히 배치되는 두 개의 독립된 지하로들을 형성하기 위하여 상기 터널 바닥으로부터 소정 거리 떨어진 곳에 위치하는 슬래브(3)와, 두 개의 평행한 집합주거를 갖는 서비스 지하로가 시공된다. By this construction, the inside of the tunnel is located at a distance from the bottom of the tunnel to form a wall (2) formed in the center of the tunnel along the height of the tunnel and two independent underground passages arranged side by side. A slab 3 and a service underground with two parallel collective dwellings are constructed.

그 다음, 사고나 화재의 경우에 국부적으로 진입이 가능하도록 하기 위하여, 두 개의 지하로들의 측면 내측과, 셔틀 타입(4)의 서비스 지하로 운송수단인 두 개의 집합주거 내측이 설치된다.Then, in order to be able to enter locally in the event of an accident or fire, two inner side surfaces of the two underground passages and two collective residential interiors, which are the transportation underground transportation means of the shuttle type 4, are installed.

Claims (4)

터널 천공기에 의하여 시공되는 원단면의 터널로서,
상기 터널 천공기에 의한 시공은 나란히 배치되는 두 개의 독립된 지하로를 형성하기 위하여 터널의 중앙에서 터널의 높이를 따라 위치하는 벽(2)을 형성시키는 터널. As the tunnel of the fabric surface constructed by the tunnel borer,
The construction by the tunnel borer forms a wall (2) located along the height of the tunnel in the center of the tunnel to form two independent underground passages arranged side by side. 제 1 항에 있어서,
두 개의 집합주거를 갖는 서비스 지하로를 형성하기 위하여, 상기 터널(3)의 바닥으로부터 소정 거리 떨어진 곳에 위치하는 슬래브를 형성하는 터널. The method of claim 1,
A tunnel for forming a slab located a predetermined distance from the bottom of the tunnel (3) in order to form a service underground with two collective housing. 제 1 항에 있어서,
상기 원형 벽(1)에 근접하여 순환하는 셔틀 타입(4)의 운송수단을 구비하는 터널. The method of claim 1,
Tunnel with a vehicle of shuttle type (4) circulating close to the circular wall (1). 제 1 항 및 제 2 항에 있어서,
상기 원형 벽(1)과 슬래브(3)에서 순환하는 셔틀 타입(4)의 운송수단을 구비하는 터널. The method according to claim 1 and 2,
Tunnel with means of shuttle type (4) circulating in the circular wall (1) and the slab (3).
KR1020107001677A 2007-06-25 2007-10-12 Tunnel multi gallery KR20100061440A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PT103769 2007-06-25
PT103769A PT103769A (en) 2007-06-25 2007-06-25 MULTIPLE GALLERY TUNNEL

Publications (1)

Publication Number Publication Date
KR20100061440A true KR20100061440A (en) 2010-06-07

Family

ID=38918199

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020107001677A KR20100061440A (en) 2007-06-25 2007-10-12 Tunnel multi gallery

Country Status (7)

Country Link
US (1) US20100098496A1 (en)
EP (1) EP2160504A1 (en)
JP (1) JP2010531400A (en)
KR (1) KR20100061440A (en)
CN (1) CN101796264A (en)
PT (1) PT103769A (en)
WO (1) WO2009002199A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2317074B1 (en) * 2009-11-03 2011-11-02 Silvino Pompeu Santos Tunnel multi-storey
CN102108871A (en) * 2009-12-28 2011-06-29 希尔维诺·庞培·桑托斯 Multi-layer tunnel
CN102116157B (en) * 2009-12-30 2014-07-30 上海市机械施工集团有限公司 Construction method for changing tunneling manner of adjacent shields from horizontal parallel to up-down parallel
EP2505774A1 (en) * 2011-04-02 2012-10-03 Silvino Pompeu Santos Railway tunnel of improved safety
KR102236488B1 (en) * 2016-03-21 2021-04-05 주식회사 포스코건설 Evacuation structure of metrorail of deep underground space
CN110273694A (en) * 2019-05-17 2019-09-24 深圳市综合交通设计研究院有限公司 A kind of single-hole double-layer tunnel vehicle dispersal system and its implementation method
CN114017097B (en) * 2021-09-29 2023-07-25 中铁第四勘察设计院集团有限公司 High-evacuation platform for high-speed magnetic levitation railway shield tunnel
CN113790064A (en) * 2021-10-15 2021-12-14 四川省交通勘察设计研究院有限公司 Multifunctional communication channel suitable for subway tunnel and use method

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2538828B2 (en) * 1992-12-01 1996-10-02 三和シヤッター工業株式会社 Evacuation door for tunnel
DE19925932C2 (en) * 1999-06-08 2000-10-19 Ams Apparate Und Maschinenbau Road tunnel
NL1013403C2 (en) * 1999-10-27 2001-05-01 Evert Frederik Siemelink Arched secondary tunnel built onto base of rail tunnel of circular cross-section
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
NL1016233C2 (en) 2000-09-21 2002-03-22 Lambertus Roelof Toorenman Tunnel for road transport.
JP4205456B2 (en) 2003-03-10 2009-01-07 財団法人鉄道総合技術研究所 Pressure wave reduction structure for fixed structures
US20070039744A1 (en) * 2005-08-22 2007-02-22 Fireaway Llc Tunnel fire protection system

Also Published As

Publication number Publication date
PT103769A (en) 2009-01-14
CN101796264A (en) 2010-08-04
WO2009002199A1 (en) 2008-12-31
EP2160504A1 (en) 2010-03-10
JP2010531400A (en) 2010-09-24
US20100098496A1 (en) 2010-04-22
PT103769B (en) 2007-11-05

Similar Documents

Publication Publication Date Title
KR20100061440A (en) Tunnel multi gallery
CA2971898C (en) Method and apparatus for forming tunnels for transport routes.
EP2317074B1 (en) Tunnel multi-storey
KR102158933B1 (en) Hybrid underground station construction method that combines parallel tunnel and open cut method
KR101152419B1 (en) Ventilation of road construction include tunnel and underground way, and method for constructing thereof
KR20150131578A (en) Enlarging tunnel structure for parallel constructing subsidiary main tunnel of sidetrack station for subway train, and construction method for the same
CN103270222A (en) Improvements in the formation of underground constructions
US20110103893A1 (en) Tunnel multi floor
JP2015021299A (en) Internal reinforcement type reinforcement method for concrete structure
CN202520369U (en) Gas outburst tunnel crosscut coal uncovering construction system
ATE312271T1 (en) TUNNEL FOR ROAD TRANSPORTATION
KR101427812B1 (en) Open cut method for constructing an underground structure
KR102217728B1 (en) Wall for Inclined Shaft of Tunnel
KR101874342B1 (en) Construction of branch tunnel in railway tunnel under service
KR20110047528A (en) Tunnel with multi floor
JP5685508B2 (en) Pipe roof construction method
JP2015021290A (en) Reinforcement method for concrete structure
Pompeu-Santos The TMG and TMF concepts: the right approach for large tunnel crossings
KR20190101117A (en) 2-Arch tunnel construction
KR20150137329A (en) Submarine tunnel structure and construction method thereof
JP2015196990A (en) Ground digging method
JP5684416B2 (en) Pipe roof connection structure
JP2011196135A (en) Shield tunnel and construction method of the same
US466046A (en) Method of and apparatus for constructing tunnels
JP2006299694A (en) Element method using protective steel plates

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application