ATE165422T1 - PIPE SECTION MADE OF REINFORCED CONCRETE - Google Patents

PIPE SECTION MADE OF REINFORCED CONCRETE

Info

Publication number
ATE165422T1
ATE165422T1 AT94112164T AT94112164T ATE165422T1 AT E165422 T1 ATE165422 T1 AT E165422T1 AT 94112164 T AT94112164 T AT 94112164T AT 94112164 T AT94112164 T AT 94112164T AT E165422 T1 ATE165422 T1 AT E165422T1
Authority
AT
Austria
Prior art keywords
pipe section
reinforced concrete
pipe
section made
area
Prior art date
Application number
AT94112164T
Other languages
German (de)
Inventor
Manfred Dipl-Ing Lamminger
Heinz Herz
Original Assignee
Zueblin Schleuderbetonrohrwerk
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 Zueblin Schleuderbetonrohrwerk filed Critical Zueblin Schleuderbetonrohrwerk
Application granted granted Critical
Publication of ATE165422T1 publication Critical patent/ATE165422T1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/08Lining with building materials with preformed concrete slabs
    • E21D11/083Methods or devices for joining adjacent concrete segments
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385Sealing means positioned between adjacent lining members
    • 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
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The invention relates to a pipe section of reinforced concrete, in particular a jacking pipe section, the axial ends of which are designed as connection ends (1a, 1b, 2a, 2b) for connecting to following pipe sections (2), and arranged on one end (1b) of a pipe section (1) is a steel sleeve (5) for overlapping the other end (2a) of a following pipe section (2), the steel sleeve (5) being secured with anchors (6) in the pipe wall (4) in the area of the overlap. In order to obtain a reliable encircling seal, provision is made for the sleeve (5) to be provided in the area of its end (5a) facing the pipe section (1) with a radially inner, encircling profile (10) which is integrally cast in the reinforced concrete of the pipe wall (4). <IMAGE>
AT94112164T 1993-08-26 1994-08-04 PIPE SECTION MADE OF REINFORCED CONCRETE ATE165422T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE4328498A DE4328498C2 (en) 1993-08-26 1993-08-26 Reinforced reinforced concrete pipe section

Publications (1)

Publication Number Publication Date
ATE165422T1 true ATE165422T1 (en) 1998-05-15

Family

ID=6495936

Family Applications (1)

Application Number Title Priority Date Filing Date
AT94112164T ATE165422T1 (en) 1993-08-26 1994-08-04 PIPE SECTION MADE OF REINFORCED CONCRETE

Country Status (3)

Country Link
EP (1) EP0640744B1 (en)
AT (1) ATE165422T1 (en)
DE (2) DE4328498C2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19937344C1 (en) * 1999-08-11 2001-02-22 Franz Baumgartner Pressure compensation ring
CN104265332A (en) * 2014-08-06 2015-01-07 上海隧道工程有限公司 Waterstop device and waterstop construction method suitable for large-section rectangular pipe jacking starting
CN109538824B (en) * 2018-12-28 2024-06-18 中国电建集团福建省电力勘测设计院有限公司 Heavy-calibre reinforced concrete electric power push pipe structure that little camber curve jacking was used

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3142177A1 (en) * 1981-10-23 1983-05-11 Schlegel Lining Technology GmbH, 2000 Hamburg "CONCRETE PIPE WITH A POLYMER LINING"
DE3213952C2 (en) * 1982-04-16 1986-05-07 Ruhrkohle Ag, 4300 Essen Expansion for tunnel construction, especially in underground mining with the help of curved reinforced concrete prefabricated shells
GB2124277B (en) * 1982-06-25 1985-10-30 Nippon Zenith Pipe Arched precast concrete culvert
AT382224B (en) * 1984-12-28 1987-01-26 Fertigteilbau Wien Gmbh Pipe connection
DE3613140A1 (en) * 1986-04-18 1987-10-22 Wayss & Freytag Ag Transversely deformable tube ring for tunnel tubes which can be jacked
DE3626988A1 (en) * 1986-08-08 1988-02-18 Dyckerhoff & Widmann Ag PRESSURE-TIGHT PIPE CONNECTION FOR A STEEL DRIVE TUBE
DE8717546U1 (en) * 1987-11-02 1989-03-02 Niederberg-Chemie GmbH, 4133 Neukirchen-Vluyn Joint tape
DE3941884C2 (en) * 1989-12-19 1999-03-25 Hermann Muecher Gmbh Pipe connection for drainage channels when driving with concrete pipes
DE4119305C1 (en) * 1991-06-12 1992-11-12 Epiton Beton- Und Rohrtechnik Gmbh & Co Kg, 4290 Bocholt, De Forming tight connection between concrete pipe and embedded steel sleeve - uses sealing ring fixed at inner periphery of steel sleeve and subsequently deformed by applied force

Also Published As

Publication number Publication date
EP0640744A2 (en) 1995-03-01
DE4328498A1 (en) 1995-03-02
DE4328498C2 (en) 1996-08-08
EP0640744A3 (en) 1995-08-02
DE59405769D1 (en) 1998-05-28
EP0640744B1 (en) 1998-04-22

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Legal Events

Date Code Title Description
REN Ceased due to non-payment of the annual fee