PT103421B - IMPROVED SEISMIC BEHAVIOR TUNNEL. - Google Patents

IMPROVED SEISMIC BEHAVIOR TUNNEL. Download PDF

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Publication number
PT103421B
PT103421B PT103421A PT10342106A PT103421B PT 103421 B PT103421 B PT 103421B PT 103421 A PT103421 A PT 103421A PT 10342106 A PT10342106 A PT 10342106A PT 103421 B PT103421 B PT 103421B
Authority
PT
Portugal
Prior art keywords
tunnel
pipes
esta
tunnels
improved seismic
Prior art date
Application number
PT103421A
Other languages
Portuguese (pt)
Other versions
PT103421A (en
Inventor
Pompeu Santos Silvino
Original Assignee
Pompeu Santos Silvino
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 Pompeu Santos Silvino filed Critical Pompeu Santos Silvino
Priority to PT103421A priority Critical patent/PT103421B/en
Priority to US12/294,590 priority patent/US20090136299A1/en
Priority to PCT/PT2007/000003 priority patent/WO2007111520A1/en
Priority to EP07701087A priority patent/EP2004956A1/en
Priority to KR1020087026227A priority patent/KR20090007372A/en
Priority to JP2009502709A priority patent/JP2009542936A/en
Publication of PT103421A publication Critical patent/PT103421A/en
Publication of PT103421B publication Critical patent/PT103421B/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK 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
    • E21D9/04—Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
    • 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
    • E21D11/006—Lining anchored in the rock
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

O TÚNEL DE COMPORTAMENTO SÍSMICO MELHORADO É UM TÚNEL EM BETÃO PARA SER EXECUTADO EM TERRENO FRACO (1), EM ZONAS SÍSMICAS, QUE É FORMADO POR DOIS TUBOS: UM TUBO EXTERIOR (3) QUE É CONSTITUÍDO POR ADUELAS PREFABRICADAS QUE SÃO MONTADAS POR UMA MÁQUINA TUNELADORA E QUE FUNCIONA COMO UMA COFRAGEM EXTERIOR, E UM TUBO INTERIOR (4), QUE É BETONADO DENTRO DAQUELE COM A AJUDA DE UMA COFRAGEM INTERIOR SUPLEMENTAR E QUE POSSUI AS ARMADURAS RESISTENTES DO TÚNEL. O TÚNEL DISPÕE DE MACIÇOS DE BETÃO (5), REGULARMENTE ESPAÇADOS AO LONGO DO EIXO DO TÚNEL, QUE SÃO PROLONGADOS VERTICALMENTE ATÉ AO TERRENO FIRME (2) ATRAVÉS DE ESTACAS COM GRANDE FLEXIBILIDADE HORIZONTAL (6), DE MODO A RESISTIR ÀS CARGAS VERTICAIS E A PERMITIR AO TÚNEL ACOMPANHAR OS DESLOCAMENTOS HORIZONTAIS DO TERRENO EM CASO DE SISMO.The improved seismic bevelling tunnel is a tunnel-shaped tunnel for performing on weak ground (1), in seismic zones, which is formed by two tubes: an outer tube (3) which is constituted by prefabricated plates which are assembled by a machine TUNER AND THAT WORKS AS AN EXTERIOR COVER, AND AN INDOOR TUBE (4), WHICH IS BETONED WITHIN THAT WITH THE SUPPORT OF A SUPPLEMENTARY INTERIOR COVERAGE AND WHICH HAS THE RESISTANT TUNNEL ARMORS. THE TUNNEL DISPENSES CONCRETE MASSES (5), REGULARLY SPACED ALONG THE TUNNEL AXLE, THAT ARE VERTICALLY PROLONGED TO THE FIRM GROUND (2) THROUGH STAKES WITH GREAT HORIZONTAL FLEXIBILITY (6), TO RESIST VERTICAL LOADS AND TO ALLOW THE TUNNEL TO ACCOMPANY THE HORIZONTAL SHIFT OF THE LAND IN CASE OF SISM.

Description

DBSC&zç&oDBSC &

TÚWSL DE COMEODmMEDfO SÍSMICO MELHORADO Λ técnica autor.Ιαχή oaoetruçáo de túneis coe eârruina taneladosa á una solução coou voo suais usada o,a ooa.1Iee.çao· da infra-eslruiura.« da traaaportee,· tanta da tdoeio rodossbúriss co?;ea· ferroviários, A soluças uouvoo·,,: oca ; do: axuo.v:ds da túneis cosa aâqoaiu-aIMPROVED SEISMIC COMEDY OF THE SEISMIC COME-IMMEDIATE Λ autor autor autor Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ · Railways, A soluças uouvoo · ,,: hollow; do: axuo.v: ds da tunnels thing aâqoaiu-a

tuoeiadora consisto en. secareu: o túnel cor. a eaon.a,noç que eu.?. ret .0 rourao o? te.ove 0 co .ooooer ρ-rer ao π ca dou.o , os.no s ao 0 qete? :sOo;u cises áa 000. t ore tarear ao paredes do íalneU referi da a o uai. as passar: a túneis íssuciona òoó en terreno as sis? raa.i. ?oxadae r,êa a o;ua resistência do próprio terreno o. oa? de da po::.?sc o .0 .0 a .0 0 s t eoeo 0 a ou ouso?: Praneo?e real anoto, quer naI consist of secareu: the color tunnel. eaon.a, what do I do? Ret. Do you know how to do it? : ues to 1000. t ore tare to the walls of the uae referred to uai. to pass through tunnels in the ground, raa.i. This is due to the resistance of the ground itself. or the from 0 to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Esta. solução de execução? de rçjOí ]a que os caseis eststa.Lidado us souto,sua cela en voai a setOr aas teu doa saca ocoIt is. execution solution? from which the caseis are.Little your wife, your cell in voai a setOr to your doa hollow

'..;:...; ?? :. :. Λ .0 00:! \.U:: 0; Λ ::..- ;. ?. :. ^. ::ΐ ;.. ::. .' 0: vV oLLoecono do eixo? do túood ,. ??? :. :. Λ .0 00:! . (I.e. ?. :. . (i.e. . ' 0: vV oLoecono of the axis? of the túood,

Pd socoo? de teoora.ua 000a frooao? .0 ene: st 00.0,.0.0 e axaceçso oòe fúna i.e coe. eaonri OO; ΐ 00 né lado Ú'G G prOii d U>": G }. OsÇS ta f· a ?: ruv ?io 00 s 1 GpGÇGG3 pref abricad a a san < ?au ? to f re.c ·:< \ ;"· -'NU dvxl .í s,\. ,V s.· V- d?.· st .1.1:1· oSossOa da t :. ?.': S.·:. s 00 0? r ednsidas* ai un d a.a; ante? x.·· U sues ;iso de C6.i UpG>0 oca 00 r g r * :a: SÍSÍOO? Λ es pCÇOU.Pd punch? from teoora.ua 000a frooao? .0 ene: st 00.0, .0.0 and axaceçso oòe fúna i.e coe. eaonri OO; ΐ 00 on the side Ú'G G prOii d U > ": G}. The results are summarized in the following table. au to f re.c ·: < \ n "", , V s · V - d ·. · St .1.1: 1 · the sequence of the t. ?.': S.·:. s 00 0? rdnsidas * ai a d a.a; before? C6i UpG > 0 cc / g / gr *: a: Λ es pCÇOU.

DomLruo técnico de immnç&o 0 -ssressente inven tO? COOU? t .: .1? nos.. a?'?: os ao.e.;câo> : . nnvaee? r a na n $ a realisaçaa de d anele de • ti ÇC diC.- i' i'G >';<:> ::: rodoviários Ou ferroviárias axo •0,0? taaos ao?n. riu perna lane.lo ciara, 000 ande Ou referidos túneis sao exeon.teu?os •o???, terreno· fracc.· slodo?,· por saxoapia} , ae cones sionicna, porsUtxndo conferir as túnel 00. resisUacia e e. oiuctiii-daose ?:oec?eesári.;?:s, A saieçdo oereite feaúvbu refarçesr túneis já exisseootes,.· ceando o túnel existente coso e.çdragn.a 00.0 a a re-;uisaçao do reforço inferior.. λ /TECHNICAL FIELD OF THE INVENTION COOU? t.: .1? In the present invention, the term " :. nnvaee? in the same way as in the previous year. ::: road or rail axo • 0,0? even though These tunnels are referred to as tunnels, tunnels, slabs, and tunnels, for example tunnels, tunnels, tunnels, tunnels and tunnels. . the existing tunnel is formed by the tunneling of the tunnel, and the tunnel of the tunnel is connected to the tunnel,

Deantigâo cias figuras 0 premente invento e ilustrado nus figurais 1, ib 3< i'V n u.\í’UX'i5i 1 sestra u na perspeotrva no t anu i u CO a iii Im.c!. C d. Ç v-’ Í5 . a rigara 2 mostra uma. g o r s ge o a i v a detad.bada do tunei, A figura 3 mos taca a s ecçáo transvers ;ai do tilou i u ma maciço * ,M figura 4 iaostra. ura corte rangi tud.fn.ai do túnel e dois Mac içou.' maciços, ii figura 5 mostra una; planta do binei e doisDETAILED DESCRIPTION OF THE DRAWINGS The present invention is illustrated in Figures 1, 2 and 3; I'V n u. \ i'U \ i'i5i 1 teacher in perspeotrva no t anu i u CO a iii Im.c !. CD. . to show 2 shows one. FIG. 3 shows the cross section of the solid mass, FIG. 4 is a cross-sectional view of the cross-sectional view. a cut rangi tud.fn.ai the tunnel and two Mac hoist. Figure 5 shows one solid; binei plant and two

Dmenr.içAo posxsemor irada da xmmnçà.® 0 tonei e torsa da por dois tu bos SOI t>S: oi; , gi: • ,41 sU ' eenfado pela máquina terr eno fraco : .1) ,· e i o; tudo inf prior gos ter li armenx e dentro do tubo exterior . <·. :í: .s ·, >.·>.. s.· nSvS tiu t tuneiadon mm que ubo exterior s dentro do é executado 0 tubo exterior (3) é conetitu ido por aduelas prebabr içadas* que sâo montadas o. través de máquina toneiadora enquanto escara o terreno; seroo ris co fraguo exterior para a execução do tubo .interior iig , 0 tuoc rnterior i4) e eetonado aentro ou tuoo exterior ; v·; , coo. a ajude, de noa coilnrgem. .anterior en.pleoentaiu dentro da espessara do tubo interior o ao colocadas aroaduras longitudinais Γ?? a aroadurao transversais db pera contarar eo aunei a reerseencra e s o.uctiui.o.e.oe necessários; para resistir às aoçdaC: tanto vtrçreaia coco no ti aooao.cn actua.ntes sobre o túnel..POSITIONING OF THE TABLET OF THE TWO TUBES OF THE TIMES: , which is formed by the weak earth machine: (1) all prior art have been completed and into the outer tube. < (3) is formed by pre-drilled grooves which are mounted to the outside of the outer tube (3). through toning machine while scarifying the ground; the outer shell for the execution of the inner tube, the inner tube, and the outer tube; v ·; , coo. help her, not the coilnrgem. In the embodiment shown in FIG. the cross-sectional area to be counted and the desired size is required; in order to withstand the effects of both the coconut and the coconut on the tunnel.

Mo longo do oiro do ininei ata eracntados maciços da betão (ao, regniariaente aupaçodoan a oneoiver o tubo exterior (3m que uao prolongado. I ,:¾ Ç e ao term ano mijo : ΐ dl estacas com araeoe liar tfblil; ifade boi ixontal i t> 1 resistir às oargas oert g.CC). ú‘ C a C CO des.1 c;camenros horisonts. IS do P b >' |p; >1 Úg C>:> oaso de atracas de o ... cie -modo a acompanhar oa s i soo vThe long axis of the ininei ties are made up of solid concrete erects (at the same time, they are supported by the outer tube (3m) which is extended to the end of the year: ΐ l ΐ esta esta esta esta esta esta esta esta esta esta esta esta i i i i i i i i i i t> 1 to withstand the other events of the year, or to resist the events of the night. ... cie - to follow or to follow

Li ido de Maio de 2303Li gone from May 2303

Claims (1)

a stei co na .uso raso, para aor ! (i)t c;ars.cbs.t irado por ser botão:. no tubo ente ri or Í3b so a en ;.qu.ma tunelad? :sra o que 0 UO babo interior Pb c que cora a. ai toa oa? noa. ootragou que possui as arear duras 1. tonal de COKipOX taPOOUD t o 5r o ou te do oe t exonero frac·. forcado .por do ia tubos eá que é executado atravoe de Pd iv';''':;d p'i;’b d’*;"': V .b d'; dCb CX r 3 V’ d d .. d OotOasdO derb.x r doquoio cas,cr ior sap .becxa; tar c :Ui:'8 ISteíítOO: {<; i S : 0.;·.: tà.:':0. 2vTúnel de acorno ao ronqo Lura boa CO o a rervu.r 501500000 .O caraccerrraoo por 3 0 de betão { 0 ) y r : : -55| : X ::: 5’5' ;:5: :55 \.U :5:.S 5 : 5 5 ·: 5 555' 5 5 qo do eixo d o? binei ? que são prolooqadoa 0 ao terreuá ^ p\ç '} 0 0 .o O; ot anos Os estaoas .M xuoaoe xaor O 55500 Γ. Ot 5. ;tí , dk a 2008the stei in the shallow ground, for aor! (i) t c; ars.cbs.t wired for being button :. not the inner tube or in any tunnel. : what does the inner babo Pb have to do with. Never mind? noa It has been found that it has the hard sandpaper 1. Tone of COKipOX taPOOUD o ot the oe t exonero frac ·. For example, in the case of pipes, which is carried out by means of pipes, it is carried out by means of pipes. dCb CX r 3 V d d d OotOasdO derb.x r doquoio cas, créor sapébecxa; tar c: Ui: 8 ISteíítOO: {<; i. 2v Tunnel to the sound of a high-pitched concrete with a thickness of 50,000,000. : X: 5: 5: 5: 55: 5: 5: 5,555: 5: binei which are propooÂted to 0 to 0; ot years The stations .M xuoaoe xaor O 55500 Γ. Ot 5.; tí, dk a 2008
PT103421A 2006-01-16 2006-01-16 IMPROVED SEISMIC BEHAVIOR TUNNEL. PT103421B (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
PT103421A PT103421B (en) 2006-01-16 2006-01-16 IMPROVED SEISMIC BEHAVIOR TUNNEL.
US12/294,590 US20090136299A1 (en) 2006-01-16 2007-01-15 Tunnel supported on bearing blocks
PCT/PT2007/000003 WO2007111520A1 (en) 2006-01-16 2007-01-15 Tunnel supported on bearing blocks
EP07701087A EP2004956A1 (en) 2006-01-16 2007-01-15 Tunnel supported on bearing blocks
KR1020087026227A KR20090007372A (en) 2006-01-16 2007-01-15 Tunnel supported on bearing blocks
JP2009502709A JP2009542936A (en) 2006-01-16 2007-01-15 Tunnel with improved behavior during earthquakes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PT103421A PT103421B (en) 2006-01-16 2006-01-16 IMPROVED SEISMIC BEHAVIOR TUNNEL.

Publications (2)

Publication Number Publication Date
PT103421A PT103421A (en) 2007-07-31
PT103421B true PT103421B (en) 2008-07-16

Family

ID=37851047

Family Applications (1)

Application Number Title Priority Date Filing Date
PT103421A PT103421B (en) 2006-01-16 2006-01-16 IMPROVED SEISMIC BEHAVIOR TUNNEL.

Country Status (6)

Country Link
US (1) US20090136299A1 (en)
EP (1) EP2004956A1 (en)
JP (1) JP2009542936A (en)
KR (1) KR20090007372A (en)
PT (1) PT103421B (en)
WO (1) WO2007111520A1 (en)

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3330121A (en) * 1965-03-09 1967-07-11 Andrew C Tait Drain tile support block
US3568455A (en) * 1968-12-23 1971-03-09 Robert E Mclaughlin Method of laying pipe in or on a bed of particle material or in a trench
JPS4888742A (en) * 1972-02-25 1973-11-20
DK191180A (en) * 1979-05-23 1980-11-24 Coyne & Bellier PROCEDURE AND ARRANGEMENT FOR ANCHORING CABLES FOR EXTRA PIPE LINE AT THE SEA
US4607889A (en) * 1984-11-29 1986-08-26 Daiho Construction Co., Ltd. Shield tunnel boring machine
JPH02128098A (en) * 1988-11-08 1990-05-16 Maeda Corp Method of shield lining construction
US5007768A (en) * 1990-04-17 1991-04-16 Waller George W Anchoring structure for underground pipes
JPH0493430A (en) * 1990-08-09 1992-03-26 Maeda Corp Floating prevention method for underground structure
JPH0748851A (en) * 1993-08-09 1995-02-21 Mitsui Constr Co Ltd Underwater tunnel
US5735637A (en) * 1996-06-03 1998-04-07 Abt, Inc. Method and apparatus for supporting and anchoring drainage channel sections
JP2002013139A (en) * 2000-06-28 2002-01-18 Kajima Corp Flexible pile, method of installing flexible pile, and support construction for structure
US6450736B1 (en) * 2001-04-27 2002-09-17 Phillips Petroleum Company Movable supports for pipelines
JP3876278B2 (en) * 2001-12-13 2007-01-31 新日鉄マテリアルズ株式会社 Easy-cut tunnel segment structure
JP4439948B2 (en) * 2004-03-08 2010-03-24 株式会社熊谷組 Advance support and construction method

Also Published As

Publication number Publication date
PT103421A (en) 2007-07-31
KR20090007372A (en) 2009-01-16
JP2009542936A (en) 2009-12-03
WO2007111520A1 (en) 2007-10-04
US20090136299A1 (en) 2009-05-28
EP2004956A1 (en) 2008-12-24

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