EP1776507B1 - Procede pour produire un canal d'infrastructure - Google Patents

Procede pour produire un canal d'infrastructure Download PDF

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Publication number
EP1776507B1
EP1776507B1 EP05775062A EP05775062A EP1776507B1 EP 1776507 B1 EP1776507 B1 EP 1776507B1 EP 05775062 A EP05775062 A EP 05775062A EP 05775062 A EP05775062 A EP 05775062A EP 1776507 B1 EP1776507 B1 EP 1776507B1
Authority
EP
European Patent Office
Prior art keywords
cast
infrastructure channel
parts
place concrete
concrete
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.)
Not-in-force
Application number
EP05775062A
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German (de)
English (en)
Other versions
EP1776507A1 (fr
Inventor
Frank Dupre
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dupre Frank
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Dupre Frank
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Filing date
Publication date
Application filed by Dupre Frank filed Critical Dupre Frank
Publication of EP1776507A1 publication Critical patent/EP1776507A1/fr
Application granted granted Critical
Publication of EP1776507B1 publication Critical patent/EP1776507B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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

Definitions

  • the invention relates to a method for producing an infrastructure channel, which consists of at least two sections of predetermined length.
  • An infrastructure channel is used in particular in new housing areas or in larger refurbishment projects to summarize all supply and disposal lines in a single, preferably walk-in and sealed channel. Due to its spatial design, a direct and permanent control of the supply and disposal lines is possible. Leakage of piping and emissions to cables within a conduit of the infrastructure channel reach the bottom of the structure in liquid or semi-solid form or can escape in gaseous form in the air-filled space of the conduit. Leakage of piping can be detected by installed leak detection systems without the need for excavation. Furthermore, an exchange or a new installation of supply and disposal lines within the infrastructure channel is easy to accomplish, since access openings are made via excavation openings without excavation. In addition, an inspection of both the supply and disposal lines and the interior of the infrastructure channel by means of a commercially available sewer inspection camera system.
  • the DE 201 13 897 U1 discloses an infrastructure channel consisting of individual one-piece finished segments which are assembled into one continuous channel. Each finished segment has a base plate to which connect two lateral walls, which are interconnected via a top-side curvature.
  • the prefabricated segments are factory made of concrete and assembled on site using face seals. So that the finished segments can be transported without damage, at least a cost-intensive transport reinforcement is required. Furthermore, the production of a flat trench for full-surface support of the base plates of the finished segments proves to be very labor-intensive. In addition, the frontal sealing adjacent finished segments can be realized only with considerable effort. Furthermore, the factory made finished segments have the disadvantage that their length is very limited for manufacturing reasons.
  • channels are known both as prefabricated constructions as well as in-situ concrete solutions, which have a reinforcement made of steel, which are disadvantageous in as cracks or efflorescence, the reinforcement is exposed and can rust, creating a total destruction of the channels, eg , B. by explosive action, goes along. Even with a fire, the concrete from the steel of the reinforcement breaks and the channel is destroyed afterwards.
  • this object is achieved in that each section poured cast on site from in-situ concrete or ready-mixed concrete, spanned an inner formwork with a drainage fleece and closed the beginning and the end of the infrastructure channel during drying of the in-situ concrete by means of wood panels and / or a foil strip curtain becomes.
  • Every single section of the infrastructure channel will open the site created continuously from in-situ concrete or ready-mixed concrete in one-piece design, the term in-situ concrete is used in the present description equally well for ready-mixed concrete.
  • the length of each section to be created is such that the section can be created in a single daily cycle, the length between 4m and 40m, preferably between 10m and 20m, preferably 15m.
  • a steel reinforcement is not required. Due to the lack of steel reinforcement and the relatively large length of each section and the relatively low preparations a quick and cost-effective production of the infrastructure channel is guaranteed.
  • the drainage fleece spanning the inner formwork is provided.
  • the foil strip curtain can be attached to the inner formwork, for example at the end of the infrastructure channel.
  • a sealing and expansion joint band is cast between two adjacent sections.
  • the sealing and expansion joint band comprises two sealing bands, which are connected to each other by means of a middle tube, each sealing band being associated with an end face of a section.
  • the sealing and expansion joint band is used with sealing parts in the respective end face, the sections.
  • an end formwork is used, which is provided with slots for the sealing and expansion joint band, which is securely connected after curing of the in-situ concrete with the sections, which is why leaks are almost impossible.
  • a component made of a foamed polymer, in particular polystyrene is provided on the front side, which ensures the function of the sealing and expansion joint band.
  • a humidifier is preferably placed in the interior of the stripping of the section.
  • a film wall is expediently placed inside the infrastructure channel depending on the number of existing cuts. The film wall can be made portable and be adjusted according to the construction progress, so that the treatment with the humidifier takes place in about three sections per section.
  • thermally insulated Exterior formwork used in order to allow a relatively early stripping of the section despite a relatively high proportion of fly ash in the in-situ concrete.
  • the sections are covered during stripping with at least one bubble wrap.
  • the bubble wrap prevents unwanted temperature stresses in the in-situ concrete, which can lead to cracking, and causes a relatively short stripping time.
  • the bubble wrap sheets can be laid over the infrastructure channel by means of the cable crane in such a way that they cover three to six sections.
  • the temperature of the in-situ concrete is measured.
  • the temperature measurement can be at several spaced locations of the section, preferably, seen over the cross section, in its outer and inner circumference and in the middle, and serves primarily to determine the optimum time for stripping the section and for determining the curing time of the hardening in-situ concrete .
  • the data of the temperature measurements are delivered to a concrete maturing computer, with which the Ausschalzeit is to be determined.
  • Bubble wrap installed a sprinkler hose, especially a micro-sprinkler hose for irrigation of in-situ concrete.
  • the sprinkler hose is designed so that a washing out of the solidifying in-situ concrete is prevented, which is why it preferably has micro-openings.
  • a controllable heating is operated inside the inner formwork.
  • the heater which may include one or more gas burners, is needed especially at a low ambient temperature and may be controlled by the data of the temperature measurement by the concrete maturity computer.
  • a reinforcement with plastic fibers, in particular polypropylene fibers is formed, wherein the plastic fibers are mixed with the in-situ concrete, and the in-situ concrete has a short-term stiffening and a green strength of in particular 6 N / mm 2 on. This allows fast shuttering.
  • the in-situ concrete comprises a disproportionately high proportion of fly ash.
  • fly ash may be higher than that of the cement.
  • Such a recipe is inadmissible according to the German standard for reinforced concrete.
  • the individual parts of the infrastructure channel do not contain steel, this standard is irrelevant in the present case.
  • the high percentage of fly ash offers both economic and ecological benefits.
  • the heat development is lower than with standard formulations, thus reducing the risk of the formation of shrinkage cracks accompanied.
  • an upper vault of a section has a lid which is dimensioned such that a pipeline, in particular a high-voltage line, can be inserted into the interior.
  • the cover must be relatively large, so that the usually rigid pipe can be introduced into the interior of the infrastructure channel.
  • the opening for receiving the lid, which can be lifted in particular for later measures, is made by a conical recess of the inner formwork and the opening corresponding to an outer contour having a lid is accurately made in a corresponding precast formwork
  • At least one of the side walls is provided with at least one console for supporting a pipeline.
  • the console can be fastened for example by means of tension anchors.
  • the cross-sectionally, for example, L-shaped or Z-shaped console ensures a secure support of the pipeline and allows an end-side welding of two lines to be connected to one another.
  • the console is dimensioned to support rollers for a displacement of the pipeline.
  • the console consists of fiber cement.
  • the infrastructure channel 1 consists of a larger number of sections 2, which are sealed with their respective adjacent end faces 3 together.
  • joint 4 is provided for sealing a sealing and expansion joint strip 5, which comprises a central tube 6 with both sides adjoining sealing parts 7, 8, the front side abut the respective section 2.
  • Each section 2 of the infrastructure channel 1 is on site continuously from in-situ concrete 9 in one-piece construction created. For this purpose, a largely flat and compacted floor space is created in an excavation pit. Each section 2 to be created is dimensioned in its length such that it can be manufactured in a single daily cycle.
  • an inner formwork 11 is first mounted with open floor of sheets, which is provided with hinges 12, wherein the hinges 12 serve after curing of the in-situ concrete 9 for pivoting parts of the inner formwork 11 to the inside.
  • the process of concreting takes place in coupled sub-steps, wherein first on the flat bottom surface a sole 10 with, wall approaches is poured. Before concreting side walls 16 and a vault 17 a break is inserted so that the in-situ concrete 9 of the sole 10 binds something.
  • a drainage fleece 15 is stretched over the inner formwork 11, which absorbs the water emerging during compression of the in-situ concrete and releases it again during the subsequent hardening of the in-situ concrete 9.
  • a heat-insulating outer formwork 19 is mounted for the walls 16 and the vault 17.
  • the infrastructure channel 1 forms a walkable shell in the supply and disposal lines of any diameter can be laid. A dismantling or repair of the supply and disposal lines is possible at any time without excavation, as at least partially manholes are assigned to the infrastructure channel 1.
  • a formulation for the in-situ concrete 9 is necessary, which stiffens early, a high green strength of about 6 N / mm 2 ensures and allows a slow further hardening with low heat of hydration.
  • the in-situ concrete 9, a reinforcement 13 is mixed in the form of plastic fibers 14 to ensure a special resistance of the in-situ concrete 9, in particular prevents stress or shrinkage cracks and an early, shock, shock and abrasion resistance can be increased.
  • a pipe 24 are arranged one above the other Consoles 25 provided on one of the side walls 26 of the infrastructure channel 1, wherein the brackets 25 are formed so as to securely hold the pipe 24 on the one hand and on the other both allow an end-side welding of the pipe 24 with another pipe 24 and a support for rollers for moving the pipeline 24 provide.

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)

Claims (11)

  1. Procédé de réalisation d'un canal d'infrastructure (1), du type comprenant au moins deux segments (2) d'une longueur prédéterminée, chaque segment (2) étant coulé d'un seul bloc sur le chantier même à partir de béton (9) préparé sur place ou prêt à l'emploi, caractérisé en ce que l'on recouvre un coffrage intérieur (11) d'un non-tissé de drainage (15) tendu et que, pendant le séchage du béton (9), l'on ferme le début et la fin du canal d'infrastructure (1) préparé sur place au moyen de plaques de bois et/ou d'un rideau constitué de bandes de feuilles.
  2. Procédé selon la revendication 1, caractérisé en ce que l'on coule une bande d'étanchéité (5) formant aussi un joint de dilatation entre deux segments (2) voisins.
  3. Procédé selon la revendication 2, caractérisé en ce que l'on insère la bande d'étanchéité (5) formant aussi joint de dilatation avec des pièces d'étanchéité (7, 8) dans la surface d'extrémité (3) respective des segments (2).
  4. Procédé selon l'une quelconque des revendications 1 à 3, caractérisé en ce que l'on installe un humidificateur d'air à l'intérieur du segment (2), après que celui-ci a été décoffré.
  5. Procédé selon l'une quelconque des revendications 1 à 4, caractérisé en ce que l'on installe une paroi en feuille à l'intérieur du canal d'infrastructure (1) en fonction du nombre de segments (2) existants.
  6. Procédé selon l'une quelconque des revendications 1 à 5, caractérisé en ce que l'on utilise un coffrage extérieur (19) thermiquement isolé.
  7. Procédé selon l'une quelconque des revendications 1 à 6, caractérisé en ce que, lors du décoffrage, l'on recouvre les segments (2) d'au moins un film à bulles.
  8. Procédé selon la revendication 7, caractérisé en ce que l'on installe sous le film à bulles un tuyau d'arrosage, notamment un tuyau de micro-arrosage, pour arroser le béton (9) préparé sur place.
  9. Procédé selon l'une quelconque des revendications 1 à 8, caractérisé en ce que l'on mesure la température du béton (9) préparé sur place.
  10. Procédé selon l'une quelconque des revendications 1 à 9, caractérisé en ce que l'on fait fonctionner un chauffage pilotable à l'intérieur du coffrage intérieur (11).
  11. Procédé selon l'une quelconque des revendications 1 à 10, caractérisé en ce que lorsque l'on utilise du béton (9) préparé sur place, on forme une armature (13) à partir de fibres de matière plastique (14), notamment de fibres de polypropylène, et que le béton (9) préparè sur place comporte une part disproportionnellement élevée d'escarbille et/ou un durcissement à court terme et une résistance du béton frais de notamment 6 N/mm2.
EP05775062A 2004-07-26 2005-07-25 Procede pour produire un canal d'infrastructure Not-in-force EP1776507B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202004011702U DE202004011702U1 (de) 2004-07-26 2004-07-26 Infrastruktur-Kanal
PCT/DE2005/001318 WO2006012855A1 (fr) 2004-07-26 2005-07-25 Procede pour produire un canal d'infrastructure

Publications (2)

Publication Number Publication Date
EP1776507A1 EP1776507A1 (fr) 2007-04-25
EP1776507B1 true EP1776507B1 (fr) 2010-10-13

Family

ID=33395387

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05775062A Not-in-force EP1776507B1 (fr) 2004-07-26 2005-07-25 Procede pour produire un canal d'infrastructure

Country Status (11)

Country Link
EP (1) EP1776507B1 (fr)
KR (1) KR101295224B1 (fr)
AT (1) ATE484631T1 (fr)
CA (1) CA2574892C (fr)
DE (2) DE202004011702U1 (fr)
DK (1) DK1776507T3 (fr)
EG (1) EG24424A (fr)
ES (1) ES2350986T3 (fr)
NO (1) NO338129B1 (fr)
WO (1) WO2006012855A1 (fr)
ZA (1) ZA200700468B (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004026013B4 (de) * 2004-05-27 2007-05-03 Theodor Cordes Gmbh & Co Kg Erdverlegbare Rohrleitung mit Wurzelschutz, und Verfahren zum Verlegen einer Rohrleitung
DE102007061802B3 (de) * 2007-12-19 2009-03-05 Frank Dupre Kanalsystem zum Aufnehmen von Stromkabeln
US9844524B2 (en) * 2015-06-29 2017-12-19 Vanguard Soap LLC Soap compositions and methods

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5035931B1 (fr) 1970-03-30 1975-11-20
DE2944385A1 (de) * 1979-11-02 1981-05-14 Josef Riepl Bau-Aktiengesellschaft, 8000 München Verfahren zum herstellen von schlitzwaenden
DE3524687A1 (de) 1985-07-11 1986-02-27 Josef Riepl Bau-Aktiengesellschaft, 8000 München Verfahren und vorrichtung zur herstellung von ortbetonkanaelen mit eingelegter innenauskleidung in monolithischer bauweise
BG44644A1 (fr) 1986-01-10 1989-01-16 Pet R Kh Shivarov
DE3838239A1 (de) 1988-09-07 1990-03-15 Niederberg Chemie Begehbares sammlerrohr und kanalrohr
JPH08165700A (ja) * 1994-12-12 1996-06-25 Seibu Polymer Corp 暗渠の継手
HU223387B1 (hu) 1998-12-28 2004-06-28 Béla Boldoghy Belsővázas, bennmaradó zsaluidommal könnyített épületszerkezet, továbbá idomtest és rácsváz, valamint eljárás ezek előállítására
GB2360472A (en) 2000-03-24 2001-09-26 Joseph Ash Storage Tanks Ltd Method of coating storage tanks with concrete

Also Published As

Publication number Publication date
ATE484631T1 (de) 2010-10-15
ES2350986T3 (es) 2011-01-28
CA2574892C (fr) 2012-09-18
CA2574892A1 (fr) 2006-02-09
EG24424A (en) 2009-06-10
DK1776507T3 (da) 2011-01-24
KR101295224B1 (ko) 2013-08-12
NO20071081L (no) 2007-04-26
EP1776507A1 (fr) 2007-04-25
DE502005010392D1 (de) 2010-11-25
WO2006012855A1 (fr) 2006-02-09
DE202004011702U1 (de) 2004-10-21
NO338129B1 (no) 2016-08-01
KR20070083512A (ko) 2007-08-24
ZA200700468B (en) 2008-04-30

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