DE29706933U1 - Composite pipe system - Google Patents
Composite pipe systemInfo
- Publication number
- DE29706933U1 DE29706933U1 DE29706933U DE29706933U DE29706933U1 DE 29706933 U1 DE29706933 U1 DE 29706933U1 DE 29706933 U DE29706933 U DE 29706933U DE 29706933 U DE29706933 U DE 29706933U DE 29706933 U1 DE29706933 U1 DE 29706933U1
- Authority
- DE
- Germany
- Prior art keywords
- pipe
- composite pipe
- pipe system
- composite
- liner
- 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 - Lifetime
Links
- 239000002131 composite material Substances 0.000 title claims description 26
- 239000004567 concrete Substances 0.000 claims description 14
- 229910052572 stoneware Inorganic materials 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 7
- 239000000919 ceramic Substances 0.000 claims description 6
- 150000001875 compounds Chemical class 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims description 2
- 229910001018 Cast iron Inorganic materials 0.000 claims 1
- 238000010521 absorption reaction Methods 0.000 claims 1
- 239000000654 additive Substances 0.000 claims 1
- 239000011248 coating agent Substances 0.000 claims 1
- 238000000576 coating method Methods 0.000 claims 1
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- 238000005260 corrosion Methods 0.000 claims 1
- 239000003822 epoxy resin Substances 0.000 claims 1
- 229920001903 high density polyethylene Polymers 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 claims 1
- 229920000647 polyepoxide Polymers 0.000 claims 1
- 239000004814 polyurethane Substances 0.000 claims 1
- 229920002635 polyurethane Polymers 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000002351 wastewater Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000003068 static effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 241000405147 Hermes Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000000383 hazardous chemical Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L21/00—Joints with sleeve or socket
- F16L21/02—Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings
- F16L21/035—Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings placed around the spigot end before connection
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L9/00—Rigid pipes
- F16L9/08—Rigid pipes of concrete, cement, or asbestos cement, with or without reinforcement
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Pipeline Systems (AREA)
Description
AnmelderApplicant
Sander GmbH & Co. KG Systemtechnik in BetonSander GmbH & Co. KG System technology in concrete
Auf den Klippen 25On the Cliffs 25
32734 Detmold32734 Detmold
Die heute und in der Vergangenheit verlegten Abwasserkanalisationsanlagen weisen teilweise große Schäden auf, die zu erheblichen Verschmutzungen des Grundwassers und des Bodens führen können. Insbesondere die Vielfalt der eingeleiteten Abwässer und ihre toxische Zusammensetzung hat in der Vergangenheit die bestehenden Leitungsnetze angegriffen und somit Schäden verursacht. Aber auch statische Probleme, die die Tragfähigkeit der Rohre überfordern und Verlegefehler führten zu den bekannten Schadensbildern.The sewage systems installed today and in the past are in some cases suffering from major damage, which can lead to significant contamination of the groundwater and soil. In particular, the variety of wastewater discharged and its toxic composition have attacked the existing pipe networks in the past and thus caused damage. But static problems that exceed the load-bearing capacity of the pipes and installation errors have also led to the well-known damage patterns.
Verbundrohrsysteme verschiedenster Art sind schon seit einigen Jahren bekannt (z.B. B eton/PVC-hart-Verbundrohre sog. BKU-Rohre) und werden mit Erfolg in Abwasseranlagen eingesetzt. Ein Nachteil dieser Verbundrohre ist darin zu sehen, daß bei der Rohrherstellung der sog. Inliner nur während des Betoniervorgangs bei der Betonrohrherstellung eingebaut werden kann. Dieses allgemein der Regel der Technik entsprechende Herstellverfahren mit Sofortentschalung kann zu Ablösungen des Miners vom Frischbeton führen, die die Funktionalität der Rohrleitungsanlage beeinträchtigt.Composite pipe systems of various types have been known for several years (e.g. concrete/PVC-rigid composite pipes, so-called BKU pipes) and are used successfully in sewage systems. A disadvantage of these composite pipes is that during pipe production the so-called inliner can only be installed during the concreting process when making the concrete pipe. This manufacturing process, which generally corresponds to the standard of technology, with immediate demoulding can lead to the miner detaching from the fresh concrete, which impairs the functionality of the piping system.
Aufgabe der Erfindung ist es, o.g. Nachteile zu beseitigen, um eine umweltsichere Rohrleitungsanlage herzustellen, die gegen viele statische Lastfälle und gegen viele aggressive Abwassermedien resistent ist. Weiterhin sollen verlegefreundliche, robuste und absolut dichte Rohrleitungen und Muffenverbindungen geschaffen werden, die über Jahrzehnte hinweg den sicheren Transport des Abwassers gewährleisten. Die Erfindung ergibt sich aus den Schutzansprüchen und wird nachstehend anhand der Abbildungen näher erläutert.The aim of the invention is to eliminate the above-mentioned disadvantages in order to produce an environmentally safe piping system that is resistant to many static load cases and many aggressive wastewater media. Furthermore, easy-to-lay, robust and absolutely tight piping and socket connections are to be created that ensure the safe transport of wastewater for decades. The invention arises from the protection claims and is explained in more detail below using the figures.
Die Abbildung 1 zeigt den Längsschnitt von der Rohrglocke (1) bis zum Spitzende (2) durch den Rohrkörper des Verbundrohrsystems sowie die Ansicht in das Verbundrohr. Innenliegend ist ein Steinzeugrohr (3) angeordnet, das an den Rohrenden (4) jeweils abgefräst ist. Diese Frässtellen (4) sichern den einwandfreien Verbund der oftmals auch außen glasierten Steinzeugrohre mit dem Beton oder Vergußmaterial (5). Weiterhin dienen sie als Wassersperre, damit bei Muffenprüfungen der Rohrverbindungen eine Wasserumläufigkeit zwischen Steinzeuginliner (3) und Betonrohr (6) bzw. Vergußmasse (5) nicht gegeben ist. Als Inliner können auch keramische Keraline-Systeme der Fa. KIA GmbH aus Dülmen eingesetzt werden. Auch Teilauskleidungen mit Trockenwetterrinnen können eingebaut und vergossen werden.Figure 1 shows the longitudinal section from the pipe bell (1) to the spigot end (2) through the pipe body of the composite pipe system as well as the view into the composite pipe. A stoneware pipe (3) is arranged inside, which is milled off at the pipe ends (4). These milling points (4) ensure that the stoneware pipes, which are often glazed on the outside, are perfectly connected to the concrete or casting material (5). They also serve as a water barrier so that water cannot flow between the stoneware liner (3) and the concrete pipe (6) or casting compound (5) during socket tests of the pipe connections. Ceramic Keraline systems from KIA GmbH in Dülmen can also be used as liners. Partial linings with dry weather gutters can also be installed and cast.
Das in Abbildung 1 dargestellte Verbundrohrsystem zeigt weiterhin den außenliegenden Betonrohrkörper (6), der mit einer bereits bekannten Muffenverbindung dem sogenannten BK-Dichtungssystem (7) (vergl. Gebrauchsmuster G 8900345.4) versehen ist. Dieses Dichtungssystem (7), welches werkseits auf dem Rohrspitzende (2) angebracht wird, schützt durch ihren Sitz den Stoßspalt (Abb. 2 / 12) und die gesamte Muffenverbindung. Zwischen Betonrohr und Steinzeuginliner befindet sich ein Hohlraum (8), der mit Vergußmasse (5) z.B. Ergelith der Firma Hermes GmbH aus Sehweite oder glw. voUfügig verschlossen wird. Dieser voUfugigeThe composite pipe system shown in Figure 1 also shows the external concrete pipe body (6), which is provided with a known socket connection, the so-called BK sealing system (7) (see utility model G 8900345.4). This sealing system (7), which is fitted at the factory to the pipe spigot end (2), protects the joint gap (Fig. 2 / 12) and the entire socket connection through its seat. Between the concrete pipe and the stoneware liner there is a cavity (8), which is completely sealed from sight or similar with casting compound (5), e.g. Ergelith from Hermes GmbH. This completely sealed
Verguß kann z.B. auch mit leicht quellfähigen zementgebundenen Vergußmaterialien (z.B. der Fa. Anneliese AG, Ennigerloh) erfolgen. Dieses hat den Vorteil, daß bei eindringender Feuchttigkeit in den vergossenen Hohlraum die quellfähigen Bestandteile das Leck abdichten und verschließen, so daß keine Umweltgefährdung duch ex- oder infiltrierendes Wasser entsteht.For example, grouting can also be carried out using easily swellable cement-based grouting materials (e.g. from Anneliese AG, Ennigerloh). This has the advantage that if moisture penetrates into the grouted cavity, the swellable components seal and close the leak, so that no environmental hazard is caused by exploding or infiltrating water.
Diese Herstellung hat folgende Vorteile:This production has the following advantages:
Die Rohrkörper können ohne aufwendige Produktionsprozesse unabhängig voneinander gefertigt werden, so daß eine Serienfertigung, die den jetzigen Stand der Technik darstellt, beibehalten werden kann. Das nachträgliche ineinanderfügen der zwei Rohrsysteme kann schnell erfolgen, so daß keine großen Lagerhaltungen erforderlich sind. Der Hohlraum (8) zwischen den beiden Rohren wird nach dem Zusammenfügen und Ausrichten vollfugig vergossen. Dieses hat den Vorteil, daß alle feinen Poren, die in der Rohrwandung der beiden Rohrsysteme vorhanden sein können, verschlossen werden und ein absolut dichtes Verbundsystem entsteht. Um eine weitgehend maschinelle Rohrfertigung zu gewährleisten, wird wie in Abb. 3 gezeigt, das Betonrohr und das Steinzeugrohr auf einer Untermuffe (9) positioniert und ausgerichtet. Diese Untermuffe (9), die vorwiegend aus Stahl besteht, ist so angefertigt, daß bei allen in der Norm möglichen Toleranzen der beiden Rohrsysteme eine gleichbleibende Fließrinnenhöhe bestehen bleibt. Dieses wird durch zwei auf der Untermuffe angebrachte Führungsringe (10) gewährleistet. Um auch diesen Abstand am Rohrspitzende (2) herstellen zu können, wird ein positionierter umlaufender Abstandhalter (11) z.B. aus Kunststoff am Steinzeugrohrinliner (3) angebracht. Nun kann über eine automatische Befüllvorrichtung der Hohlraum (8) vergossen werden. Anschließend wird dann, wie im Gebrauchs-Muster G 8900345.4 beschreiben, die sogenannte BK-Dichtung angebracht. Abb. 2 zeigt das Rohrspitzende (2) und die Rohrglocke (1) des Verbundrohrsystems im Detail. Die sogenannte BK-Dichtung (7) am Rohrspitzende (2) ist bis zum Steinzeuginliner (3) angebracht, so daß der Stoßspalt (12) zwischen Rohrglocke (1) und Spitzende (2) verschlossen ist.The pipe bodies can be manufactured independently of one another without complex production processes, so that series production, which represents the current state of the art, can be maintained. The subsequent joining of the two pipe systems can be carried out quickly, so that no large storage is required. The cavity (8) between the two pipes is completely filled with grout after joining and alignment. This has the advantage that all fine pores that may be present in the pipe wall of the two pipe systems are closed and an absolutely tight composite system is created. In order to ensure that the pipes are manufactured largely by machine, the concrete pipe and the stoneware pipe are positioned and aligned on a base sleeve (9) as shown in Fig. 3. This base sleeve (9), which is mainly made of steel, is manufactured in such a way that a constant flow channel height is maintained for all tolerances of the two pipe systems that are possible in the standard. This is ensured by two guide rings (10) attached to the base sleeve. In order to be able to create this distance at the pipe spigot end (2), a positioned circumferential spacer (11), e.g. made of plastic, is attached to the stoneware pipe liner (3). The cavity (8) can now be filled using an automatic filling device. The so-called BK seal is then attached, as described in utility model G 8900345.4. Fig. 2 shows the pipe spigot end (2) and the pipe bell (1) of the composite pipe system in detail. The so-called BK seal (7) on the pipe spigot end (2) is attached up to the stoneware liner (3), so that the joint gap (12) between the pipe bell (1) and spigot end (2) is closed.
Das durch diese Verfahrensweise entstehende Verbundrohrystem, das auch als Rohr mit Fuß (Form: KFW-M) hergestellt werden kann, ist sehr verlegefreundlich und einfach sowie robust auf der Baustelle zu handhaben.The composite pipe system created by this procedure, which can also be manufactured as a pipe with a base (shape: KFW-M), is very easy to install and simple and robust to handle on the construction site.
Mit diesem System werden Umweltgefahren durch exfiltrierendes Abwasser weitestgehend vermieden. Durch die hohe statische Sicherheit und die Resistenz gegen fast alle Abwässer ist ein System geschaffen, daß die Anforderungen der Umweltgesetzgebung nach dem Stand der Technik entsprechend den Forderungen des § 7 a WHG (Wasserhaushaltsgesetz) voll erfüllt.With this system, environmental hazards caused by exfiltrating wastewater are largely avoided. The high level of static safety and resistance to almost all wastewater means that a system has been created that fully meets the requirements of environmental legislation in line with the state of the art in accordance with the requirements of Section 7a of the WHG (Water Resources Act).
Claims (1)
justiert und ausgerichtet ist, sodaß eine ebene Fließsohle und ein umlaufender Ringspalt entsteht, in dem die Vergußmasse umläufig verteilt ist. Yl. Composite pipe system according to claims 1-11, characterized in that the ceramic inliner (3) and the concrete pipe (6) are placed on a base (9),
is adjusted and aligned so that a flat flow base and a circumferential annular gap are created in which the casting compound is distributed all around.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE29706933U DE29706933U1 (en) | 1997-04-17 | 1997-04-17 | Composite pipe system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE29706933U DE29706933U1 (en) | 1997-04-17 | 1997-04-17 | Composite pipe system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE29706933U1 true DE29706933U1 (en) | 1997-09-18 |
Family
ID=8039137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE29706933U Expired - Lifetime DE29706933U1 (en) | 1997-04-17 | 1997-04-17 | Composite pipe system |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE29706933U1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109268624A (en) * | 2018-10-19 | 2019-01-25 | 岭澳核电有限公司 | Lengthen the life pipeline configuration and preparation method thereof |
| US20200370685A1 (en) * | 2018-02-05 | 2020-11-26 | Ulrich Schlüsselbauer | Plug connection between two tubular workpieces made of concrete, each workpiece having an inner liner made of plastic |
| US20230400127A1 (en) * | 2020-11-04 | 2023-12-14 | Pipes & Fittings Edqofluids S.L. | Integrated Junction System for Tubular Fluid Distribution Elements |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD47683A (en) * | ||||
| DE1797512U (en) * | 1900-01-01 | |||
| DE3532847C1 (en) * | 1985-09-14 | 1986-12-18 | Gießharzwerk Frechen GmbH + Co. KG, 5020 Frechen | Seal for a socket-type joint of sewage pipes |
| FR2672372A1 (en) * | 1991-02-01 | 1992-08-07 | Tuyaux Bonna | Device for leaktight joining between two cylindrical pipes |
| EP0506356A2 (en) * | 1991-03-25 | 1992-09-30 | Stanton Bonna Concrete Limited | Gasket arrangements for pipe joints and pipe joints including the same |
| US5186217A (en) * | 1989-10-21 | 1993-02-16 | Flachglas Consult Gmbh | Fluid-impervious structure and method of making same |
| DE4315119A1 (en) * | 1993-05-07 | 1994-11-10 | Hermann Muecher Gmbh | Plug-in socket seal which can be concreted into a pipe socket |
-
1997
- 1997-04-17 DE DE29706933U patent/DE29706933U1/en not_active Expired - Lifetime
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DD47683A (en) * | ||||
| DE1797512U (en) * | 1900-01-01 | |||
| DE3532847C1 (en) * | 1985-09-14 | 1986-12-18 | Gießharzwerk Frechen GmbH + Co. KG, 5020 Frechen | Seal for a socket-type joint of sewage pipes |
| US5186217A (en) * | 1989-10-21 | 1993-02-16 | Flachglas Consult Gmbh | Fluid-impervious structure and method of making same |
| FR2672372A1 (en) * | 1991-02-01 | 1992-08-07 | Tuyaux Bonna | Device for leaktight joining between two cylindrical pipes |
| EP0506356A2 (en) * | 1991-03-25 | 1992-09-30 | Stanton Bonna Concrete Limited | Gasket arrangements for pipe joints and pipe joints including the same |
| DE4315119A1 (en) * | 1993-05-07 | 1994-11-10 | Hermann Muecher Gmbh | Plug-in socket seal which can be concreted into a pipe socket |
Non-Patent Citations (2)
| Title |
|---|
| Prospekt: Das BKU II-KS-System unter dem Blickpunkt der Innovation der Fa. FRIATEC AG, Mannheim, Mai 1993 * |
| STEIN,Dietrich,NIEDEREHE,Wilhelm: Instandhaltung von Kanalisationen, Ernst & Sohn Verlag für Architektur und technische Wissenschaften, Berlin, 2. Aufl., 1992, S.74-76 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20200370685A1 (en) * | 2018-02-05 | 2020-11-26 | Ulrich Schlüsselbauer | Plug connection between two tubular workpieces made of concrete, each workpiece having an inner liner made of plastic |
| US11796093B2 (en) * | 2018-02-05 | 2023-10-24 | Ulrich Schlüsselbauer | Plug connection between two tubular workpieces made of concrete, each workpiece having an inner liner made of plastic |
| CN109268624A (en) * | 2018-10-19 | 2019-01-25 | 岭澳核电有限公司 | Lengthen the life pipeline configuration and preparation method thereof |
| CN109268624B (en) * | 2018-10-19 | 2021-06-11 | 岭澳核电有限公司 | Life-prolonging pipeline structure and preparation method thereof |
| US20230400127A1 (en) * | 2020-11-04 | 2023-12-14 | Pipes & Fittings Edqofluids S.L. | Integrated Junction System for Tubular Fluid Distribution Elements |
| US12203571B2 (en) * | 2020-11-04 | 2025-01-21 | Pipes & Fittings Eqofluids S.L. | Integrated junction system for tubular fluid distribution elements |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R086 | Non-binding declaration of licensing interest | ||
| R207 | Utility model specification |
Effective date: 19971030 |
|
| R163 | Identified publications notified |
Effective date: 19971209 |
|
| R079 | Amendment of ipc main class |
Free format text: PREVIOUS MAIN CLASS: F16L0013110000 Ipc: F16L0009140000 Effective date: 19980109 |
|
| R081 | Change of applicant/patentee |
Owner name: BERDING BETON GMBH, DE Free format text: FORMER OWNER: SANDER GMBH & CO.KG, 32756 DETMOLD, DE Effective date: 19970808 Owner name: BERDING BETON GMBH, DE Free format text: FORMER OWNER: SANDER GMBH & CO.KG SYSTEMTECHNIK IN BETON, 32756 DETMOLD, DE Effective date: 19991004 |
|
| R409 | Internal rectification of the legal status completed | ||
| R150 | Utility model maintained after payment of first maintenance fee after three years |
Effective date: 20010209 |
|
| R081 | Change of applicant/patentee |
Owner name: BERDING BETON GMBH, DE Free format text: FORMER OWNER: SANDER-PEBUESO GMBH & CO. KG SYSTEMTECHNIK IN BETON, 59519 MOEHNESEE, DE Effective date: 20011114 |
|
| R081 | Change of applicant/patentee |
Owner name: BERDING BETON GMBH, DE Free format text: FORMER OWNER: RG ROHRGRUPPE GMBH & CO. KG, 45711 DATTELN, DE Effective date: 20060123 |
|
| R157 | Lapse of ip right after 6 years |
Effective date: 20060301 |
|
| R151 | Utility model maintained after payment of second maintenance fee after six years |
Effective date: 20060808 |
|
| R152 | Utility model maintained after payment of third maintenance fee after eight years |
Effective date: 20060808 |
|
| R071 | Expiry of right |