KR900700719A - 도로교통 및 철도터널용 철-콘크리트공법 - Google Patents

도로교통 및 철도터널용 철-콘크리트공법

Info

Publication number
KR900700719A
KR900700719A KR1019890701976A KR890701976A KR900700719A KR 900700719 A KR900700719 A KR 900700719A KR 1019890701976 A KR1019890701976 A KR 1019890701976A KR 890701976 A KR890701976 A KR 890701976A KR 900700719 A KR900700719 A KR 900700719A
Authority
KR
South Korea
Prior art keywords
iron
concrete
process according
plates
concrete method
Prior art date
Application number
KR1019890701976A
Other languages
English (en)
Inventor
부르카드 쉔 펠트
에르빈 뮐만
죤다크 베르네르
지그프리드 젤.
헤르베르트 니부르
Original Assignee
베르네르 죤타크
노이에르 스탈바우 게엠베하운트 콤파니
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 베르네르 죤타크, 노이에르 스탈바우 게엠베하운트 콤파니 filed Critical 베르네르 죤타크
Publication of KR900700719A publication Critical patent/KR900700719A/ko

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
    • E04H9/12—Independent shelters; Arrangement of independent splinter-proof walls entirely underneath the level of the ground, e.g. air-raid galleries
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH 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
    • E21D11/04—Lining with building materials
    • E21D11/05—Lining with building materials using compressible insertions
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH 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
    • E21D11/14—Lining predominantly with metal
    • E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • E21D11/22—Clamps or other yieldable means for interconnecting adjacent arch members either rigidly, or allowing arch member parts to slide when subjected to excessive pressure

Abstract

내용 없음

Description

도로교통 및 철도터널용 철-콘크리트공법
본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음
제1도 내지 4도는 터널공사의 개략도.

Claims (15)

  1. 철판을 내부에 부착하는 도로교통 및 철도터널을 위한 철-콘크리트 터널공법에 있어서, 철판(3, 9)을 미리 부착한후 완충역활을 할 수 있는 변형공간을 제외한 나머지 철판(3, 9)뒤의 공간을 콘크리트로 채우고, 바닥 공사를 끝낸후 완충요소를 폐쇄시킴을 특징으로 하는 철-콘크리트 공법.
  2. 제1항 있어서, 철판(3, 9)이 완충요소와 함께 받침대(4, 8)상에 설치됨을 특징으로 하는 철-콘크리트 공법.
  3. 1또는 2항에 있어서, 변형공간을 콘크리트로 충진시킴을 특징으로 하는 철-콘크리트 공법.
  4. 1항에 있어서, 수직이음공사시 먼저 완성된 요소에 새요소를 콘크리트로 연결, 부착됨을 특징으로 하는 철-콘크리트공법.
  5. 1내지 4항중 어느 항에 있어서, 철판(3, 9)이 겹쳐짐을 특징으로 하는 철-콘크리트 공법.
  6. 5항에 있어서, 내부철판이 폐쇄 연결됨을 특징으로 하는 철-콘크리트공법.
  7. 6항에 있어서, 철판이 서로 연결됨을 특징으로 하는 철-콘크리트공법.
  8. 1내지 7항중 어느 항에 있어서, 완충요소뒤에 변형공간이 형성됨을 특징으로 하는 철-콘크리트 공법.
  9. 8항에 있어서, 상기 변형공간내에 재사용하거나 재사용불가능한 보호재를 사용함을 특징로으로 하는 철-콘크리트공법.
  10. 8항에 있어서, 상기 변형공간내의 보호재는 완충요소(5.1, 5.2, 12)와 일체로 되거나 혹은 이와 접속됨을 특징으로 하는 철-콘크리트공법.
  11. 8항에 있어서, 보호재로써 공기주입가능한 주머니를 사용함을 특징으로 하는 철-콘크리트공법.
  12. 1 내지 11항중 어느 항에 있어서, 완충요소는 M 또는 W형의 프로필(18)을 가짐을 특징으로 하는 철-콘크리트공법.
  13. 12항에 있어서, 변형프로필의 위치가 철판뒤임을 특징으로 하는 철-콘트리트 공법.
  14. 1내지 13항중 어느 항에 있어서, 완층요소가 보강볼틀 포함함을 특징으로 하는 철-콘크리트공법.
  15. 1내지 14항중 어느 항에 있어서, 꺽쇠(3, 2)가 철판(3, 9)에 부착되어 있음을 특징으로 하는 철-콘크리트공법.
    ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.
KR1019890701976A 1988-02-26 1989-02-21 도로교통 및 철도터널용 철-콘크리트공법 KR900700719A (ko)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE3806126.0 1988-02-26
DE3806126A DE3806126A1 (de) 1988-02-26 1988-02-26 Geschlossener ausbau fuer insbesondere untertaegige grubenstrecken
PCT/EP1989/000159 WO1989008181A1 (en) 1988-02-26 1989-02-21 Reinforced concrete construction for road tunnels

Publications (1)

Publication Number Publication Date
KR900700719A true KR900700719A (ko) 1990-08-16

Family

ID=6348268

Family Applications (3)

Application Number Title Priority Date Filing Date
KR1019890701975A KR900700712A (ko) 1988-02-26 1989-02-21 대피소
KR1019890701976A KR900700719A (ko) 1988-02-26 1989-02-21 도로교통 및 철도터널용 철-콘크리트공법
KR1019890002329A KR890013307A (ko) 1988-02-26 1989-02-27 지하공간의 밀폐 내벽

Family Applications Before (1)

Application Number Title Priority Date Filing Date
KR1019890701975A KR900700712A (ko) 1988-02-26 1989-02-21 대피소

Family Applications After (1)

Application Number Title Priority Date Filing Date
KR1019890002329A KR890013307A (ko) 1988-02-26 1989-02-27 지하공간의 밀폐 내벽

Country Status (13)

Country Link
US (1) US4997317A (ko)
EP (2) EP0408577A1 (ko)
JP (2) JPH02503584A (ko)
KR (3) KR900700712A (ko)
CN (1) CN1017465B (ko)
BR (1) BR8900857A (ko)
DE (2) DE3806126A1 (ko)
FR (1) FR2627802A1 (ko)
GB (1) GB2216157B (ko)
PL (1) PL159357B1 (ko)
RU (1) RU1833474C (ko)
WO (2) WO1989008179A1 (ko)
ZA (1) ZA891490B (ko)

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FR2488459A1 (fr) * 1980-08-07 1982-02-12 Alsthom Atlantique Dispositif a dents a queue d'aronde pour fixer les barres d'enroulement statoriques d'une machine electrique tournante
DE3900431C3 (de) * 1989-01-10 1997-01-02 Linsingen Heintzmann Von Streckenausbau, insbesondere für bergbauliche Untertagebetriebe
DE3927446C1 (en) * 1989-08-19 1991-03-14 Bochumer Eisenhuette Heintzmann Gmbh & Co Kg, 4630 Bochum, De Yieldable tunnel wall support - has segmental frames with sprayed concrete and infill
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DE4003678A1 (de) * 1990-02-07 1991-08-08 Neuero Stahlbau Gmbh & Co Nachgiebigkeitselement
AT397543B (de) * 1992-02-21 1994-04-25 Mayreder Kraus & Co Ing Tunnelausbau in tübbingbauweise
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DE4338831C1 (de) * 1993-11-13 1995-01-26 Bochumer Eisen Heintzmann Nachgiebige Stütze für den Einsatz in Untertageräumen
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WO2011097201A2 (en) * 2010-02-04 2011-08-11 Contech Construction Products Inc. Mine shaft liner plate system and method
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CN102392660B (zh) * 2011-09-29 2013-07-10 辽宁工程技术大学 一种延长深部软岩支护服务年限的三维卸压支护方法
CN103195441B (zh) * 2013-04-01 2016-08-31 平顶山天安煤业股份有限公司 一种煤矿巷道支护固结构及其施工工艺
DE102014103477A1 (de) 2014-03-14 2015-09-17 Bochumer Eisenhütte Heintzmann GmbH & Co. KG Ausbausystem für untertägige Tunnel oder Strecken, Ausbaueinheit sowie Bogensegment
ES2818251T3 (es) 2014-07-31 2021-04-09 Geico Spa Instalaciones para el tratamiento de superficie de objetos
CN106284997B (zh) * 2015-05-28 2019-06-14 中国二十冶集团有限公司 钢筋混凝土烟囱的大钢模整体提升施工方法
CH712527A1 (de) * 2016-06-07 2017-12-15 Swiss Transp Research Institute Ag Evakuierbarer Tunnel für Transportmittel.
CN106401615A (zh) * 2016-08-25 2017-02-15 河北工业大学 公路隧道初衬钢拱架与预应力锚杆一体化支护结构及施工工艺
RU175401U1 (ru) * 2017-03-21 2017-12-04 Виктор Прокопьевич Тациенко Крепь горной выработки
DE102017008627A1 (de) * 2017-09-14 2019-03-14 Sz Schacht- Und Streckenausbau Gmbh Nachgiebigkeitselement
CN107780951B (zh) * 2017-11-01 2024-03-01 中交第一公路勘察设计研究院有限公司 高地应力软岩大变形初期支护体系
CN110030018A (zh) * 2019-04-30 2019-07-19 中铁第四勘察设计院集团有限公司 一种软弱围岩隧道支护装置
CN110332009A (zh) * 2019-07-15 2019-10-15 陕西开拓建筑科技有限公司 一种箍筋柔性模板
CN112049033B (zh) * 2020-07-27 2022-08-12 成龙建设集团有限公司 一种市政建筑公路门洞的加固方法
CN113482669B (zh) * 2021-08-10 2024-01-16 吴月晨 一种城市地下空间工程开挖支护装置

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Also Published As

Publication number Publication date
KR900700712A (ko) 1990-08-16
JPH02503584A (ja) 1990-10-25
RU1833474C (en) 1993-08-07
GB8904255D0 (en) 1989-04-12
EP0408577A1 (de) 1991-01-23
DE58902974D1 (de) 1993-01-21
DE3806126A1 (de) 1989-09-07
PL159357B1 (en) 1992-12-31
CN1017465B (zh) 1992-07-15
BR8900857A (pt) 1989-10-17
WO1989008179A1 (en) 1989-09-08
WO1989008181A1 (en) 1989-09-08
GB2216157A (en) 1989-10-04
JPH02503339A (ja) 1990-10-11
KR890013307A (ko) 1989-09-22
PL277924A1 (en) 1989-09-18
ZA891490B (en) 1989-11-29
EP0413693B1 (de) 1992-12-09
GB2216157B (en) 1992-01-02
FR2627802A1 (fr) 1989-09-01
CN1038330A (zh) 1989-12-27
EP0413693A1 (de) 1991-02-27
DE3806126C2 (ko) 1990-08-16
US4997317A (en) 1991-03-05

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