CA2574892A1 - A method for the production of an infrastructure channel - Google Patents
A method for the production of an infrastructure channel Download PDFInfo
- Publication number
- CA2574892A1 CA2574892A1 CA002574892A CA2574892A CA2574892A1 CA 2574892 A1 CA2574892 A1 CA 2574892A1 CA 002574892 A CA002574892 A CA 002574892A CA 2574892 A CA2574892 A CA 2574892A CA 2574892 A1 CA2574892 A1 CA 2574892A1
- Authority
- CA
- Canada
- Prior art keywords
- accordance
- situ concrete
- infrastructure channel
- segments
- infrastructure
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Paper (AREA)
- Lining And Supports For Tunnels (AREA)
- Optical Communication System (AREA)
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Revetment (AREA)
- Artificial Fish Reefs (AREA)
Abstract
The invention concerns a method for producing an infrastructure channel (1) which consists of at least two sub-pieces (2) of predetermined length, each sub-piece (2) being cast on-site from cast-in-place concrete (9) or from ready-mixed concrete to form a single piece.
Claims (16)
1. Method for the production of an infrastructure channel (1), consisting of at least two segments (2) of predetermined length, wherein each segment (2) is poured in one piece on the construction site using in-situ concrete (9) or ready mixed concrete, an inner shell (11) is spanned by a drainage geotextile (15) and the beginning and the end of the infrastructure channel (1) is closed by means of wooden panels and/or a strip sheet curtain while the in-situ concrete (9) is drying.
2. Method in accordance with Claim 1, wherein an expansion joint waterstop (5) is poured between two adjacent segments (2).
3. Method in accordance with Claim 2, wherein the expansion joint water stop (5) with sealing components (7, 8) is inserted into each facing end (3) of the segments (2).
4. Method in accordance with any one of the Claims 1 to 3, wherein an atmospheric humidifier is installed in the middle of the segment (2) after the formwork has been removed from it.
5. Method in accordance with any one of the Claims 1 to 4, wherein a sheet wall is positioned inside the infrastructure channel (1) as a function of the number of existing segments (2).
6. Method in accordance with any one of the Claims 1 to 5, wherein a thermally insulated outer shell (19) is employed.
7. Method in accordance with any one of the Claims 1 to 6, wherein the segments (2) are covered by at least one air bubble film during the removal of formwork.
8. Method in accordance with Claim 7, wherein a sprinkler hose is installed under the air bubble film, in particular a micro-sprinkler hose, for irrigating the in-situ concrete (9).
9. Method in accordance with any one of the Claims 1 to 8, wherein the temperature of the in-situ concrete (9) is measured.
10. Method in accordance with any one of the Claims 1 to 9, wherein a controllable heating system is operated inside the inner shell (11).
11. In-situ concrete to be utilised with the method in accordance with any one of the Claims 1 to 10, wherein the reinforcement (13) is constituted by artificial fibres (14), in particular polypropylene fibres, and the in-situ concrete stiffens rapidly and has in particular a green strength of 6 N/mm2.
12. In-situ concrete in accordance with Claim 13, characterised by a disproportionately large proportion of fly ash.
13. Infrastructure channel, produced in particular in accordance with any one of Claims 1 to 10, wherein an upper vault of a segment (2) is provided with a cover, dimensioned in such a manner that a conduit, in particular a high voltage line, can be introduced into the inside.
14. Infrastructure channel in accordance with Claim 13, wherein at least one of the side walls (26) is provided with at least one corbel (25) to support the conduit (24).
15. Infrastructure channel in accordance with Claim 14, wherein the corbel (25) is fastened to the side wall (26) subject to pre-stressing.
16. Infrastructure channel in accordance with either Claim 14 or 15, wherein the corbel (25) consists of fibrous cement.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202004011702.9 | 2004-07-26 | ||
| DE202004011702U DE202004011702U1 (en) | 2004-07-26 | 2004-07-26 | Infrastructure Channel |
| PCT/DE2005/001318 WO2006012855A1 (en) | 2004-07-26 | 2005-07-25 | Method for producing an infrastructure channel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2574892A1 true CA2574892A1 (en) | 2006-02-09 |
| CA2574892C CA2574892C (en) | 2012-09-18 |
Family
ID=33395387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2574892A Expired - Fee Related CA2574892C (en) | 2004-07-26 | 2005-07-25 | A method for the production of an infrastructure channel |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP1776507B1 (en) |
| KR (1) | KR101295224B1 (en) |
| AT (1) | ATE484631T1 (en) |
| CA (1) | CA2574892C (en) |
| DE (2) | DE202004011702U1 (en) |
| DK (1) | DK1776507T3 (en) |
| EG (1) | EG24424A (en) |
| ES (1) | ES2350986T3 (en) |
| NO (1) | NO338129B1 (en) |
| WO (1) | WO2006012855A1 (en) |
| ZA (1) | ZA200700468B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102004026013B4 (en) * | 2004-05-27 | 2007-05-03 | Theodor Cordes Gmbh & Co Kg | Drainable pipeline with root protection, and method for laying a pipeline |
| DE102007061802B3 (en) * | 2007-12-19 | 2009-03-05 | Frank Dupre | Channel system for receiving power cables |
| US9844524B2 (en) * | 2015-06-29 | 2017-12-19 | Vanguard Soap LLC | Soap compositions and methods |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5035931B1 (en) | 1970-03-30 | 1975-11-20 | ||
| DE2944385A1 (en) * | 1979-11-02 | 1981-05-14 | Josef Riepl Bau-Aktiengesellschaft, 8000 München | METHOD FOR PRODUCING SLOT WALLS |
| DE3524687A1 (en) | 1985-07-11 | 1986-02-27 | Josef Riepl Bau-Aktiengesellschaft, 8000 München | Method and apparatus for producing cast-in-situ concrete conduits with inserted inner lining in a monolithic type of construction |
| BG44644A1 (en) | 1986-01-10 | 1989-01-16 | Pet R Kh Shivarov | |
| DE3838239A1 (en) | 1988-09-07 | 1990-03-15 | Niederberg Chemie | Collector pipe and sewer pipe in which it is possible to walk |
| JPH08165700A (en) * | 1994-12-12 | 1996-06-25 | Seibu Polymer Corp | Joint for closed conduit |
| HU223387B1 (en) | 1998-12-28 | 2004-06-28 | Béla Boldoghy | Light-structural building with internal drag tross and buried form profile, besides form profile and framework, and process for making of building, from profile and framework |
| GB2360472A (en) | 2000-03-24 | 2001-09-26 | Joseph Ash Storage Tanks Ltd | Method of coating storage tanks with concrete |
-
2004
- 2004-07-26 DE DE202004011702U patent/DE202004011702U1/en not_active Expired - Lifetime
-
2005
- 2005-07-25 AT AT05775062T patent/ATE484631T1/en active
- 2005-07-25 DK DK05775062.2T patent/DK1776507T3/en active
- 2005-07-25 WO PCT/DE2005/001318 patent/WO2006012855A1/en active Application Filing
- 2005-07-25 CA CA2574892A patent/CA2574892C/en not_active Expired - Fee Related
- 2005-07-25 KR KR1020077004526A patent/KR101295224B1/en not_active IP Right Cessation
- 2005-07-25 DE DE502005010392T patent/DE502005010392D1/en active Active
- 2005-07-25 ES ES05775062T patent/ES2350986T3/en active Active
- 2005-07-25 EP EP05775062A patent/EP1776507B1/en not_active Not-in-force
-
2007
- 2007-01-16 ZA ZA200700468A patent/ZA200700468B/en unknown
- 2007-01-23 EG EGNA2007000068 patent/EG24424A/en active
- 2007-02-26 NO NO20071081A patent/NO338129B1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| ATE484631T1 (en) | 2010-10-15 |
| ES2350986T3 (en) | 2011-01-28 |
| CA2574892C (en) | 2012-09-18 |
| EG24424A (en) | 2009-06-10 |
| DK1776507T3 (en) | 2011-01-24 |
| KR101295224B1 (en) | 2013-08-12 |
| NO20071081L (en) | 2007-04-26 |
| EP1776507B1 (en) | 2010-10-13 |
| EP1776507A1 (en) | 2007-04-25 |
| DE502005010392D1 (en) | 2010-11-25 |
| WO2006012855A1 (en) | 2006-02-09 |
| DE202004011702U1 (en) | 2004-10-21 |
| NO338129B1 (en) | 2016-08-01 |
| KR20070083512A (en) | 2007-08-24 |
| ZA200700468B (en) | 2008-04-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MKLA | Lapsed |
Effective date: 20200831 |