DE59405769D1 - Reinforced reinforced concrete pipe section - Google Patents
Reinforced reinforced concrete pipe sectionInfo
- Publication number
- DE59405769D1 DE59405769D1 DE59405769T DE59405769T DE59405769D1 DE 59405769 D1 DE59405769 D1 DE 59405769D1 DE 59405769 T DE59405769 T DE 59405769T DE 59405769 T DE59405769 T DE 59405769T DE 59405769 D1 DE59405769 D1 DE 59405769D1
- Authority
- DE
- Germany
- Prior art keywords
- pipe section
- reinforced
- reinforced concrete
- pipe
- concrete pipe
- 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.)
- Expired - Fee Related
Links
- 239000011150 reinforced concrete Substances 0.000 title abstract 3
- 229910000831 Steel Inorganic materials 0.000 abstract 2
- 239000010959 steel Substances 0.000 abstract 2
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
-
- 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
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
-
- 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
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/385—Sealing means positioned between adjacent lining members
-
- 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
- E21D9/005—Tunnels 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)
- Geology (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Reinforcement Elements For Buildings (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Rod-Shaped Construction Members (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (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>
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 |
---|---|
DE59405769D1 true DE59405769D1 (en) | 1998-05-28 |
Family
ID=6495936
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE4328498A Expired - Fee Related DE4328498C2 (en) | 1993-08-26 | 1993-08-26 | Reinforced reinforced concrete pipe section |
DE59405769T Expired - Fee Related DE59405769D1 (en) | 1993-08-26 | 1994-08-04 | Reinforced reinforced concrete pipe section |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE4328498A Expired - Fee Related DE4328498C2 (en) | 1993-08-26 | 1993-08-26 | Reinforced reinforced concrete pipe section |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0640744B1 (en) |
AT (1) | ATE165422T1 (en) |
DE (2) | DE4328498C2 (en) |
Families Citing this family (3)
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)
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 |
-
1993
- 1993-08-26 DE DE4328498A patent/DE4328498C2/en not_active Expired - Fee Related
-
1994
- 1994-08-04 EP EP94112164A patent/EP0640744B1/en not_active Expired - Lifetime
- 1994-08-04 DE DE59405769T patent/DE59405769D1/en not_active Expired - Fee Related
- 1994-08-04 AT AT94112164T patent/ATE165422T1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
ATE165422T1 (en) | 1998-05-15 |
EP0640744B1 (en) | 1998-04-22 |
DE4328498A1 (en) | 1995-03-02 |
EP0640744A3 (en) | 1995-08-02 |
EP0640744A2 (en) | 1995-03-01 |
DE4328498C2 (en) | 1996-08-08 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8364 | No opposition during term of opposition | ||
8339 | Ceased/non-payment of the annual fee |