DE202004002861U1 - Inspection shaft for underground pipe system has a plastic shaft fitted into a lower socket with minimum reduction of shaft diameter - Google Patents
Inspection shaft for underground pipe system has a plastic shaft fitted into a lower socket with minimum reduction of shaft diameter Download PDFInfo
- Publication number
- DE202004002861U1 DE202004002861U1 DE200420002861 DE202004002861U DE202004002861U1 DE 202004002861 U1 DE202004002861 U1 DE 202004002861U1 DE 200420002861 DE200420002861 DE 200420002861 DE 202004002861 U DE202004002861 U DE 202004002861U DE 202004002861 U1 DE202004002861 U1 DE 202004002861U1
- Authority
- DE
- Germany
- Prior art keywords
- shaft
- pipe
- manhole base
- riser pipe
- shaft according
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
- E03F5/024—Manhole shafts or other inspection chambers; Snow-filling openings; accessories made of plastic material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/124—Shaft entirely made of synthetic material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
- E02D29/1409—Covers for manholes or the like; Frames for covers adjustable in height or inclination
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
Abstract
Description
Die Erfindung betrifft einen Rohrschacht für den Kanalbau, bestehend aus einem Schachtunterteil aus Kunststoff zum Anschluss der Kanalleitung(en), einem Steigrohr aus Kunststoff, das in das Schachtunterteil bis zu einer Einschubbegrenzung eingesteckt ist, und einem Betonauflagering oder Teleskop zur Aufnahme einer Schachtabdeckung.The invention relates to a pipe shaft for the Canal construction, consisting of a manhole base made of plastic for Connection of the sewer line (s), a plastic riser pipe, that is inserted into the lower part of the manhole up to an insertion limit and a concrete support ring or telescope to hold one Manhole cover.
Es ist bei mehrteiligen Rohrschächten bekannt, das Steigrohr in den Schachtboden bis zu einer Anschlagbegrenzung einzustecken. Dabei wird das Steigrohr in den Schachtboden eingeführt, bis es an einer Stufe unterhalb der Einstecköffnung des Schachtbodens aufliegt. Nachteilig bei dieser Ausführung ist, dass sich die Nennweite des Schachtbodens an der Stufe verringert und nicht mehr der Nennweite des Steigrohres entspricht.It is known for multi-part pipe ducts the riser pipe into the shaft floor up to a limit stop insert. The riser pipe is inserted into the shaft floor until it rests on a step below the insertion opening of the shaft floor. A disadvantage of this version is that the nominal width of the shaft floor is reduced at the step and no longer corresponds to the nominal diameter of the riser pipe.
Der Erfindung liegt die Aufgabe zu Grunde, einen Rohrschacht zu schaffen, bei dem die Verbindung zwischen Schachtunterteil und Steigrohr hergestellt werden kann, ohne dass der ursprüngliche Querschnitt des Steigrohres im Schachtboden nachhaltig vermindert wird.The invention is based on the object Reason to create a pipe shaft in which the connection between Manhole base and riser pipe can be made without the original cross section of the riser pipe in the manhole bottom is permanently reduced.
Erfindungsgemäß wird dies dadurch erreicht, dass die Nennweite des Steigrohres und die Nennweite des Schachtunterteiles im Wesentlichen identisch sind und die Einschubbegrenzung als partielle Querschnittsverjüngung des Schachtunterteiles ausgebildet ist.According to the invention this is achieved in that the nominal width of the riser pipe and the nominal width of the manhole base are essentially identical and the insertion limitation as a partial cross-sectional taper of the Lower shaft part is formed.
Weitere vorteilhafte Ausgestaltungen der Erfindung sind den Unteransprüchen entnehmbar.Further advantageous configurations the invention can be found in the subclaims.
Werden die Einschubbegrenzungen zu- und ablaufseitig links und rechts vom Gerinne im Schachtunterteil als konsolenförmige Anschläge vertikal angeordnet, wird gegenüber einer umlaufenden Einschubbegrenzung ein größerer Querschnitt des Bodenteiles erzielt. Dies hat Vorteile bei erforderlichen Wartungs- und Inspektionsarbeiten der Rohrleitung, wie beispielsweise Kamerabefahrung, Dichtheitsprüfung oder Spülen.Are the insertion limits and on the outlet side to the left and right of the channel in the lower part of the shaft as console-shaped attacks arranged vertically, is opposite a circumferential insertion limit a larger cross section of the bottom part achieved. This has advantages when maintenance and inspection work is required the pipeline, such as camera inspection, leak test or Do the washing up.
Wird die Einschubbegrenzung in Form von kreissegmentförmigen Konsolen ausgebildet, erreicht man eine zusätzliche Aussteifung des Schachtunterteiles in vertikaler Richtung.Is the shelf limit in the form of circular segment-shaped Consoles designed, additional stiffening of the manhole base is achieved in the vertical direction.
Wird die Einschubbegrenzung als horizontal umlaufende Rippe oder in Form von horizontalen Rippensegmenten ausgebildet, wird eine „Federwirkung" erzielt, durch welche Vertikallasten zwischen Steigrohr und Schachtunterteil kompensiert werden. Dadurch wird das Schachtunterteil im Gebrauchszustand entlastet.If the insertion limit is considered to be horizontal Rib or in the form of horizontal rib segments, a "spring action" is achieved, through which Vertical loads between riser pipe and manhole base compensated become. This relieves the manhole base when in use.
Das Schachtunterteil kann in vorteilhafter Weise so gestaltet werden, dass die Fertigungsform mit unterschiedlichen Aufnahmen für unterschiedliche Steigrohre kombiniert werden kann. Dadurch werden zusätzliche Trennlinien in der Form vermieden sowie der Formenbau und die Handhabung während der Produktion vereinfacht.The manhole base can be advantageous be designed so that the production form with different Recordings for different risers can be combined. This will additional Dividing lines avoided in the mold as well as mold construction and handling while production simplified.
Die Erfindung wird nachfolgend anhand der Ausführungsbeispiele und der Zeichnungen eingehend erläutert. Es zeigen:The invention is described below of the embodiments and the drawings explained in detail. Show it:
In
Die
In den
Die
In den
Sowohl bei der in den
In den
Ebenso können die in den
Alle in den Figuren gezeigten und beschriebenen Einschubbegrenzungen können wie folgt mit den Schachtunterteilen verbunden sein:All shown in the figures and The slide-in limits described can be as follows with the lower parts of the shaft be connected:
- – bei der Fertigung des Schachtbodens bereits mit eingeformt,- at the production of the manhole bottom is already molded in,
- – nachträglich eingeschweißt,- welded in afterwards,
- – nachträglich im Schachtunterteil eingesteckt, z. B. in Führungsschienen oder Anschlägen bzw. Befestigungspunkten. Dadurch wird auch die Verwendung eines anderen Werkstoffes als der des Schachtunterteiles ermöglicht.- afterwards in Manhole base inserted, e.g. B. in guide rails or stops or attachment points. This also means the use of a different material than that of the manhole base.
Claims (8)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200420002861 DE202004002861U1 (en) | 2004-02-24 | 2004-02-24 | Inspection shaft for underground pipe system has a plastic shaft fitted into a lower socket with minimum reduction of shaft diameter |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200420002861 DE202004002861U1 (en) | 2004-02-24 | 2004-02-24 | Inspection shaft for underground pipe system has a plastic shaft fitted into a lower socket with minimum reduction of shaft diameter |
Publications (1)
Publication Number | Publication Date |
---|---|
DE202004002861U1 true DE202004002861U1 (en) | 2004-07-08 |
Family
ID=32695359
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE200420002861 Expired - Lifetime DE202004002861U1 (en) | 2004-02-24 | 2004-02-24 | Inspection shaft for underground pipe system has a plastic shaft fitted into a lower socket with minimum reduction of shaft diameter |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE202004002861U1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202005010488U1 (en) * | 2005-06-29 | 2006-08-31 | Rehau Ag + Co. | Schacht midsection |
DE102006053996A1 (en) * | 2006-11-16 | 2008-05-29 | Lic Langmatz Gmbh | Shaft for inserting in ground in area of road or footpath, has shaft cover lies on upper surrounding edge profile, which is arranged on wall with its side towards above and edge profile has central bar on upper side of wall |
WO2011148204A1 (en) * | 2010-05-28 | 2011-12-01 | Heplast-Pipe D.O.O. | Manhole shaft |
DE202013003956U1 (en) | 2012-05-04 | 2013-05-14 | Friedrich Schöls | Shaft bottom and shaft |
DE102011055400A1 (en) | 2011-11-16 | 2013-05-16 | Egeplast Werner Strumann Gmbh & Co. Kg | Shaft used in construction site, has hoist-way wall module in structure in vertical extent direction in top or bottom of heating coil, which is arranged in plastic wall of shaft bottom module |
-
2004
- 2004-02-24 DE DE200420002861 patent/DE202004002861U1/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202005010488U1 (en) * | 2005-06-29 | 2006-08-31 | Rehau Ag + Co. | Schacht midsection |
DE102006053996A1 (en) * | 2006-11-16 | 2008-05-29 | Lic Langmatz Gmbh | Shaft for inserting in ground in area of road or footpath, has shaft cover lies on upper surrounding edge profile, which is arranged on wall with its side towards above and edge profile has central bar on upper side of wall |
WO2011148204A1 (en) * | 2010-05-28 | 2011-12-01 | Heplast-Pipe D.O.O. | Manhole shaft |
DE102011055400A1 (en) | 2011-11-16 | 2013-05-16 | Egeplast Werner Strumann Gmbh & Co. Kg | Shaft used in construction site, has hoist-way wall module in structure in vertical extent direction in top or bottom of heating coil, which is arranged in plastic wall of shaft bottom module |
DE202013003956U1 (en) | 2012-05-04 | 2013-05-14 | Friedrich Schöls | Shaft bottom and shaft |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2005083195A1 (en) | Covering device for floorings | |
EP0077918B1 (en) | Socket end sealing for concrete pipes | |
DE2054936C3 (en) | Elevator shaft | |
DE202015006212U1 (en) | drain arrangement | |
EP2902567B1 (en) | Floor covering made from panel elements | |
DE202004002861U1 (en) | Inspection shaft for underground pipe system has a plastic shaft fitted into a lower socket with minimum reduction of shaft diameter | |
DE3507909C2 (en) | ||
EP3453296B1 (en) | Installation of a bathtub on a supporting frame and method for mounting | |
EP0169354A2 (en) | Filter ceiling for filtering air entering a room | |
DE202013007621U1 (en) | Improved height-adjustable house entry for a building floor slab | |
DE102017221725B4 (en) | Fluid channel | |
DE202010000362U1 (en) | Wasserableitanordnung | |
EP1285724B1 (en) | Machine or installation with a conduit and a method of assembly of a conduit | |
EP1707862B1 (en) | Gasket for a flanged joint | |
DE202004005154U1 (en) | Method for filling gaps between paving slabs with two part joints fitted to adjacent edges and with interlocking forked profiles | |
DE3818064A1 (en) | Sealing on precast concrete compound units which can be plugged together | |
WO2016078632A1 (en) | Line bushing | |
DE102004053934B4 (en) | Device for passing at least one cable or pipe through a bottom-side concrete slab of a building | |
WO2009018869A1 (en) | Separating strip device | |
EP3272955A1 (en) | Siphon assembly | |
DE102017009821B4 (en) | Method for changing a forming / punching tool in a forming / punching station of a thermoforming machine and thermoforming machine with a forming / punching station for carrying out the method | |
WO1991000428A1 (en) | Submersible motor-driven pump | |
DE10252981B4 (en) | Pipe spacer | |
EP1741841B1 (en) | Manhole shaft | |
DE102004027216B4 (en) | Flushing shaft combination for drainage pipes for installing drainage pipes or retrofitting |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R207 | Utility model specification |
Effective date: 20040812 |
|
R156 | Lapse of ip right after 3 years |
Effective date: 20070901 |