EP2660393B1 - Shaft assembly and method for producing a shaft assembly - Google Patents

Shaft assembly and method for producing a shaft assembly Download PDF

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Publication number
EP2660393B1
EP2660393B1 EP13165212.5A EP13165212A EP2660393B1 EP 2660393 B1 EP2660393 B1 EP 2660393B1 EP 13165212 A EP13165212 A EP 13165212A EP 2660393 B1 EP2660393 B1 EP 2660393B1
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EP
European Patent Office
Prior art keywords
shaft
tube
clamping means
insertion section
section
Prior art date
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Application number
EP13165212.5A
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German (de)
French (fr)
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EP2660393A2 (en
EP2660393A3 (en
Inventor
Ralf Sonnenberg
Dirk Bredemeier
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.)
Heinrich Meier Eisengiesserei GmbH and Co KG
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Heinrich Meier Eisengiesserei GmbH and Co KG
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Priority to PL13165212T priority Critical patent/PL2660393T3/en
Publication of EP2660393A2 publication Critical patent/EP2660393A2/en
Publication of EP2660393A3 publication Critical patent/EP2660393A3/en
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Publication of EP2660393B1 publication Critical patent/EP2660393B1/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/124Shaft entirely made of synthetic material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/121Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the connection between shaft elements, e.g. of rings forming said shaft
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers
    • E02D29/1427Locking devices

Definitions

  • the invention relates to a shaft arrangement according to the preamble of claim 1 and a method for producing such a shaft arrangement according to claim 15.
  • the well assembly includes a well cover frame and a well tube having a plastic, the well cover frame having a tubular insertion portion insertable into a first tube opening of the well tube.
  • Manhole assemblies include a manhole cover which is disposed in a manhole cover frame and terminates flush with the floor surface. In order to withstand the high exposure to weather and traffic, these components are usually at least partially made of cast iron manufactured.
  • the manhole cover frame usually has a tubular approach, via which it is connected to a shaft pipe. For some time, the use of plastic manhole pipes has become increasingly important.
  • a method for producing a channel member made of cast iron wherein the channel member, which is for example a manhole cover frame with a tubular insertion portion to be made by sand casting by pouring a sand mold. At the introduction portion while radially outwardly projecting projections are provided. When attaching the shaft tube by means of thermal shrinkage, these projections should press into the plastic wall and thus additionally produce a connection by means of positive locking.
  • the disclosed well assembly includes a manhole cover, a well tube and a manhole cover frame.
  • the manhole cover frame has a tubular insertion section that can be inserted into the opening of the manhole tube.
  • On the shaft pipe inwardly projecting fasteners are formed, which when assembling the components with an axial support surface on the tubular Insertion section of the manhole cover frame can be engaged.
  • the shaft arrangement can be assembled on the construction site.
  • the disadvantage, however, is that the force is exerted relatively focused.
  • the fastening means are not always optimally in abutment, since there is often movement play between manhole cover frame and shaft pipe. This can lead to material fatigue in the plastic pipe, which in the long term, the inwardly projecting fasteners can be destroyed, which significantly reduces the life of the shaft assembly.
  • the production of locking means on the plastic pipe requires investment costs and increases the process costs of production.
  • a shaft arrangement with a manhole cover frame known, which can be locked with a shaft tube, wherein a first locking means on the shaft tube and a second locking means are arranged on the manhole cover frame.
  • One of the latching means is designed as a latching projection and the other latching means as a latching opening.
  • a tensioning means is additionally arranged, which leads to the insertion of the manhole cover frame in the manhole tube to such a deformation of the manhole tube, that the locking means are engaged with each other.
  • Object of the present invention is therefore to provide a shaft assembly available, which allows a location-independent assembly of the components while ensuring a long life of the shaft assembly.
  • the shaft assembly should also be inexpensive to produce by simple means.
  • At the introduction portion of the manhole frame at least one retaining projection is arranged, which is positively connected in the assembled state of the shaft assembly by plastic deformation of the shaft tube with the shaft tube.
  • the holding projection may, for example, have a radial extension which corresponds to a material thickness of the shaft tube.
  • the retaining projection has a ramp surface and a retaining surface, wherein the ramp surface faces a free end of the insertion section and the ramp surface extends at a shallower angle to the insertion section than the retaining surface, which is in particular formed as an undercut.
  • the retaining projection may be substantially inelastic, so that it is able to absorb relatively large forces. These are on the one hand to axial holding forces and the other to radial forces that are required for plastic deformation of the shaft tube.
  • the retaining projection is formed integrally with the manhole cover frame.
  • a very stable connection between retaining projection and manhole cover frame is obtained.
  • a subsequent attachment of the retaining projection is not required, but it can be made in a process step simultaneously with the manhole cover frame.
  • At least one tensioning means is arranged at the introduction section, which in the assembled state of the shaft arrangement elastically enlarges an inner cross section of the shaft pipe in the region of the tensioning means and elastically reduces it in the region of the retaining projection.
  • the clamping means thus causes a deformation of the shaft tube such that the shaft tube is pressed radially onto the retaining projection and expands radially outward in a circumferential section spaced from the retaining projection.
  • the clamping means is for example offset by 70 to 90 degrees relative to the retaining projection arranged on the introduction section.
  • the clamping means may be formed integrally with the insertion portion in the form of a projection or be formed by an elliptical shape of the insertion portion.
  • the tensioning means as an additional element.
  • the dimensions of the tensioning means and the retaining projection are selectable such that the insertion portion can be inserted with little effort into the first tube opening of the shaft tube, e.g. by the weight of the manhole cover frame and possibly plus a person weight. This allows for easy installation.
  • the manhole cover frame is made of iron, in particular of cast iron. Iron and in particular cast iron is relatively easy to work and has a high load capacity. At the same time it is quite resistant to external influences.
  • the casting projection and the clamping means can be produced relatively simply in the desired shape integrally with the manhole cover frame, in particular by means of casting methods, without increasing the production outlay.
  • the introduction section has at its free end a substantially circular radial outer diameter which is smaller than or equal to a substantially circular inner tube diameter of the tube opening in a pre-assembly state.
  • the introduction section is thereby relatively easy to insert into the pipe opening of the manhole tube.
  • the insertion portion may have a taper, which further simplifies the insertion. The assembly effort is kept low.
  • an outer diameter over the clamping means is greater than the inner tube diameter of the shaft pipe in the pre-assembled state.
  • the introduction portion may have a deviating from the circular cross-section at the level of the clamping means.
  • the clamping means need not have any moving elements but is, for example, as an increase in diameter or projection over a limited angular range formed. In this case, the tensioning means only comes into contact with the shaft pipe when the introduction portion is already inserted a little way into the shaft pipe. The deformation of the shaft tube is then caused by an adaptation of the shaft tube is forced to the different cross-sectional shape of the insertion portion in the region of the clamping means.
  • an outer diameter over the first retaining projection is smaller than the inner tube diameter of the pipe opening in the pre-assembled state.
  • the insertion section can thereby be introduced into the shaft pipe without the retaining projection slides along the shaft pipe. This allows insertion with relatively low forces. Only then by the clamping means of the retaining projection is brought into contact with the shaft tube and pressed against the inside of the shaft tube, so that the retaining projection imprints into the shaft pipe.
  • a distance between the retaining projection and the free end of the insertion portion is less than a distance between the clamping means and the free end.
  • the retaining projection can be relatively far axially inserted into the pit tube before the clamping means is effective.
  • the retaining projection then impresses into the shaft pipe at a relatively large distance from the pipe opening, so that sufficient material is present to ensure a stable connection.
  • the clamping means on a clamping surface, which protrudes from the free end of the insertion portion increasingly over the inner tube diameter of the plastic tube in the initial situation.
  • the clamping surface is thus formed in the form of a ramp, which causes a continuous deformation of the shaft tube. The forming forces are kept low.
  • the introduction section preferably has an elliptical cross-section at least in sections, wherein the holding projection is arranged in the region of the smallest gradient of the ellipse. In the region of the retaining projection, the radius of curvature of the introduction section is therefore greatest. This is a relatively simple design to allow insertion of the insertion portion into the well tube, with the retention protrusion spaced from the well tube.
  • the introduction section at least partially has a radially elliptical cross section and the clamping means in the region of the largest gradient the ellipse is formed.
  • the clamping means is thus arranged in the region of the introduction section with the smallest radius of curvature and, for example, part of the wall.
  • two holding projections are provided, which are arranged diametrically opposite to the outer circumference of the insertion portion.
  • the retaining projections can be made the same, ie have the same geometry and include the same functional features.
  • clamping means are provided, which are arranged diametrically opposite to the outer circumference of the insertion portion. This results in a symmetrical deformation of the shaft pipe.
  • a connecting line between the clamping means can then run perpendicular or at an angle between 45 and 90 degrees to a connecting line of the retaining projections. This ensures that the deformation of the shaft tube generated by the clamping means can be used for impressing the holding projections in the shaft tube.
  • the clamping means can be designed the same, ie in particular have the same geometry and the same functional characteristics.
  • an outer circumference of the insertion section corresponds to an inner circumference of the shaft tube.
  • the manhole cover frame has a cover receptacle in or on which, in particular, a manhole cover is arranged.
  • the manhole cover allows for relatively easy access to the manhole tube and, for example, can be pivotally attached to the manhole cover frame.
  • a bulge is formed on the outer surface of the plastic pipe.
  • the shaft tube thus retains its stability.
  • a shaft assembly 1 is shown in the assembled state, which has a shaft tube 10 and a manhole cover frame 20.
  • the manhole cover frame 20 is inserted with an introduction section 22 into a first pipe opening 11 of the manhole tube 10.
  • the shaft tube 10 is formed substantially cylindrical and has opposite to the first tube opening 11, a second tube opening 12.
  • the insertion section 22 is formed centrally on an underside of the manhole cover frame 20 and has a reduced diameter relative to the manhole cover frame 20 so that a peripheral shoulder 29 of the manhole cover frame 20 rests against an end face of the manhole tube 10. As a result, the ingress of dirt between manhole cover frame 20 and manhole tube 10 is made more difficult.
  • the retaining projections 26, 27 are formed with a ramp surface 30 and a holding surface in the form of an undercut 28.
  • the ramp surface 30 is facing a free end 31 of the insertion portion 22 and allows easy sliding of the retaining projections 26, 27 during insertion into the shaft pipe 10th
  • the manhole cover frame 20 has a receptacle 21 for a manhole cover (not shown).
  • the manhole cover can be received in the receptacle 21 in such a way that it is flush with the top of the manhole cover frame 20.
  • a clamping means 33 is formed in the form of an increase in diameter.
  • This clamping means 33 causes during insertion of the insertion portion 22 into the shaft tube 10, a deformation of the shaft tube 10 radially outwards, so that the shaft tube 10 is deformed in the region of the holding means 26 radially inwardly.
  • the length of an inner circumference of the shaft tube 10 remains unchanged, since it is exactly as long as the circumference of the insertion section over the or the clamping means 33rd
  • a further clamping means is formed, which is not visible in this illustration.
  • the clamping means 33, 35 and the retaining projections 26,27 are arranged at different axial heights at the insertion portion 22. As a result, the holding projections are already inserted a little way into the shaft tube 10, before a deformation of the shaft tube 10 by the clamping means 33, 35 and the holding projections 26, 27 are impressed into the shaft tube 10.
  • the tensioning means 33 has a clamping surface 34 which projects increasingly from the free end 31 in the direction of the upper side of the shaft cover frame 20. This embodiment causes during the insertion of the insertion portion 22 into the well pipe 10, a gradual expansion of the shaft tube 10th
  • Fig. 3 is a cross section through the manhole cover assembly 1 at the level of the clamping means 33, 35 shown.
  • the circular in the initial state cross section of the shaft tube 10 has been deformed by the clamping means 33, 35 in an ellipse shape.
  • the holding means 26, 27, which are arranged in the region of the lowest gradient G min come into contact with the shaft tube 10 and can be molded into this.
  • the clamping means 33, 35 are in the Range of the largest gradient G max arranged.
  • a connecting line 36 of the clamping means 33 is perpendicular to a connecting line 37 of the holding projections 26, 27. This results in a symmetrical elastic deformation of the shaft tube 10th
  • the shaft arrangement according to the invention enables a permanent connection between a manhole cover frame designed in particular as a cast frame and a manhole tube designed as a plastic pipe.
  • the connection is easy and can be produced with little effort and it is a location-independent completion possible. No retaining means must be prefabricated on the shaft pipe. Rather, the connection is caused by elastic distortion of the manhole tube, caused by the shape of the insertion portion of the manhole cover frame or by means of tension of the manhole cover frame, and deformation of the manhole tube in the plastic region by the retaining projections formed on the insertion portion. This counteracts a release of the connection.
  • the retaining projections and the clamping means can be produced in the casting process of the manhole cover frame.
  • the introduction section in the region of the clamping means may have an elliptical shape, the circumference of which corresponds to that of the shaft tube, which, unlike the introduction section, however, has a circular shape.
  • the dimensions of the retaining projection are chosen so that the manhole cover frame can be inserted with little effort in the shaft pipe. While the manhole cover frame is brought to the end position, that is, the insertion portion is axially inserted into the manhole tube, the manhole tube is deformed in sections by the clamping means in an ellipse shape, wherein the deformation is in the elastic range.
  • the invention is not limited to one of the above-described embodiments, but can be modified in many ways.
  • the number of clamping means and / or the retaining projections can be varied.

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Description

Die Erfindung betrifft eine Schachtanordnung gemäß dem Oberbegriff von Anspruch 1 und ein Verfahren zur Herstellung einer derartigen Schachtanordnung gemäß Anspruch 15.The invention relates to a shaft arrangement according to the preamble of claim 1 and a method for producing such a shaft arrangement according to claim 15.

Die Schachtanordnung umfasst einen Schachtabdeckungsrahmen und ein Schachtrohr, das einen Kunststoff aufweist, wobei der Schachtabdeckungsrahmen einen rohrförmigen Einführungsabschnitt aufweist, der in eine erste Rohröffnung des Schachtrohrs einführbar ist.The well assembly includes a well cover frame and a well tube having a plastic, the well cover frame having a tubular insertion portion insertable into a first tube opening of the well tube.

In der Entwässerungstechnik werden häufig derartige Schachtanordnungen eingesetzt. Dies ist ebenfalls z.B. in Revisionsschächten oder Kontrollschächten und im Bereich der Kommunikationsschächte der Fall. Gängige Schachtanordnungen weisen eine Schachtabdeckung auf, welche in einem Schachtabdeckungsrahmen angeordnet ist und bündig mit der Bodenfläche abschließt. Um der hohen Belastung durch Witterung und Verkehr standhalten zu können, sind diese Bauteile in der Regel zumindest teilweise aus Gusseisen gefertigt. Der Schachtabdeckungsrahmen verfügt meist über einen rohrförmigen Ansatz, über den er mit einem Schachtrohr verbunden ist. Seit einiger Zeit gewinnt die Verwendung von Schachtrohren aus Kunststoff zunehmend an Bedeutung.Dewatering technology often uses such manhole arrangements. This is also the case, for example, in inspection shafts or inspection shafts and in the area of communication shafts. Common manhole assemblies include a manhole cover which is disposed in a manhole cover frame and terminates flush with the floor surface. In order to withstand the high exposure to weather and traffic, these components are usually at least partially made of cast iron manufactured. The manhole cover frame usually has a tubular approach, via which it is connected to a shaft pipe. For some time, the use of plastic manhole pipes has become increasingly important.

Im Stand der Technik sind verschiedene Methoden zur Befestigung des Schachtrohrs am Schachtabdeckungsrahmen bekannt. Eine Möglichkeit ist das thermische Aufschrumpfen des Kunststoffrohrs auf einen Einführungsabschnitt des gusseisernen Schachtabdeckungsrahmens. Hierbei wird das Kunststoffrohr am seinem Ende durch Erwärmung geweitet und auf den Schachtabdeckungsrahmen aufgeschoben. Beim Abkühlen schrumpft das Kunststoffrohr, wodurch das Kunststoffrohr kraftschlüssig mit dem Schachtabdeckungsrahmen verbunden wird. Ein Nachteil dieser Befestigungsmethode ist, dass der thermische Prozess nicht auf der Baustelle durchgeführt werden kann. Die Schachtanordnung muss daher bereits werksseitig vormontiert werden. Die Schachtanordnung bestehend aus dem Kunststoffrohr und dem gusseisernen Schachtabdeckungsrahmen muss dadurch immer als Einheit auf die Baustelle transportiert werden. Eine solche Vorgehensweise schränkt die Prozessflexibilität von Fertigung und Logistik deutlich ein und führt zudem zu hohen Transportkosten, denn häufig stammen Rohr und Rahmen von unterschiedlichen Lieferanten. Dabei ist die Kombination von Rohr und Rahmen relativ sperrig und dementsprechend aufwendig zu transportieren.In the prior art, various methods for fixing the shaft pipe to the manhole cover frame are known. One possibility is the thermal shrinking of the plastic pipe onto an insertion section of the cast iron manhole cover frame. Here, the plastic pipe is widened at its end by heating and pushed onto the manhole cover frame. Upon cooling, the plastic tube shrinks, whereby the plastic tube is frictionally connected to the manhole cover frame. A disadvantage of this method of attachment is that the thermal process can not be performed on site. The shaft arrangement must therefore be preassembled at the factory. The shaft arrangement consisting of the plastic pipe and the cast-iron manhole cover frame must therefore always be transported as a unit to the construction site. Such an approach significantly restricts the process flexibility of production and logistics and also leads to high transport costs, because often pipe and frame come from different suppliers. The combination of tube and frame is relatively bulky and therefore expensive to transport.

In der DE 101 11 244 A1 ist ein Verfahren zur Herstellung eines Kanalbauteils aus Gusseisen beschrieben, wobei das Kanalbauteil, das beispielsweise einen Schachtabdeckungsrahmen mit einem rohrförmigen Einführungsabschnitt darstellt, mittels Sandformguss durch Abgießen einer Sandform hergestellt werden soll. Am Einführungsabschnitt sind dabei radial nach außen vorstehende Vorsprünge vorgesehen. Beim Anbringen des Schachtrohres mittels thermischen Aufschrumpfens sollen sich diese Vorsprünge in die Kunststoffwandung eindrücken und so zusätzlich eine Verbindung mittels Formschluss herstellen.In the DE 101 11 244 A1 a method for producing a channel member made of cast iron is described, wherein the channel member, which is for example a manhole cover frame with a tubular insertion portion to be made by sand casting by pouring a sand mold. At the introduction portion while radially outwardly projecting projections are provided. When attaching the shaft tube by means of thermal shrinkage, these projections should press into the plastic wall and thus additionally produce a connection by means of positive locking.

DE 20 008 820 U1 offenbart eine Methode zur Befestigung eines Kunststoffrohrs an einem Schachtabdeckungsrahmen, bei der das Schachtrohr durch Verrastung befestigt wird. Bei dieser Lösung ist es möglich Schachtabdeckungsrahmen und Rohr getrennt voneinander auf die Baustelle zu liefern. Die beschriebene Schachtanordnung umfasst eine Schachtabdeckung, ein Schachtrohr und einen Schachtabdeckungsrahmen. Der Schachtabdeckungsrahmen hat einen rohrförmigen Einführabschnitt, der in die Öffnung des Schachtrohrs eingeführt werden kann. Am Schachtrohr sind nach innen vorstehende Befestigungselemente ausgebildet, die beim Zusammensetzen der Bauteile mit einer axialen Stützfläche am rohrförmigen Einführabschnitt des Schachtabdeckungsrahmens in Eingriff gebracht werden können. Dadurch kann die Schachtanordnung auf der Baustelle zusammengesetzt werden. Nachteilig ist jedoch, dass die Krafteinwirkung vergleichsweise fokussiert ausgeübt wird. Die Befestigungsmittel liegen nicht immer optimal in Anlage, da häufig zwischen Schachtabdeckungsrahmen und Schachtrohr Bewegungsspiel vorliegt. Dies kann zu einer Materialermüdung im Kunststoffrohr führen, wodurch langfristig die nach innen vorstehenden Befestigungsmittel zerstört werden können, was die Lebensdauer der Schachtanordnung deutlich verringert. Außerdem erfordert die Herstellung von Rastmitteln am Kunststoffrohr Investitionskosten und erhöht die Prozesskosten der Herstellung. DE 20 008 820 U1 discloses a method of attaching a plastic pipe to a manhole cover frame in which the manhole pipe is secured by latching. With this solution, it is possible to deliver the manhole cover frame and pipe separately to the construction site. The disclosed well assembly includes a manhole cover, a well tube and a manhole cover frame. The manhole cover frame has a tubular insertion section that can be inserted into the opening of the manhole tube. On the shaft pipe inwardly projecting fasteners are formed, which when assembling the components with an axial support surface on the tubular Insertion section of the manhole cover frame can be engaged. As a result, the shaft arrangement can be assembled on the construction site. The disadvantage, however, is that the force is exerted relatively focused. The fastening means are not always optimally in abutment, since there is often movement play between manhole cover frame and shaft pipe. This can lead to material fatigue in the plastic pipe, which in the long term, the inwardly projecting fasteners can be destroyed, which significantly reduces the life of the shaft assembly. In addition, the production of locking means on the plastic pipe requires investment costs and increases the process costs of production.

Weiterhin ist aus DE 10 2010 006 381 A1 eine Schachtanordnung mit einem Schachtabdeckungsrahmen bekannt, welcher mit einem Schachtrohr verrastbar ist, wobei ein erstes Rastmittel am Schachtrohr und ein zweites Rastmittel am Schachtabdeckungsrahmen angeordnet sind. Eines der Rastmittel ist dabei als Rastvorsprung und das andere Rastmittel als Rastöffnung ausgebildet. Am Schachtabdeckungsrahmen ist zusätzlich ein Spannmittel angeordnet, das beim Einsetzen des Schachtabdeckungsrahmens in das Schachtrohr zu einer derartigen Verformung des Schachtrohrs führt, dass die Rastmittel miteinander in Eingriff gebracht werden. Eine solche Schachtanordnung ist zwar auf der Baustelle montierbar, wobei als Löcher ausgebildete Rastmittel wenig empfindlich sind, dennoch erfordert die Herstellung dieser Rastmittel im Kunststoffrohr zusätzliche Schritte und verursacht damit Investitions- und Prozesskosten.Furthermore, it is off DE 10 2010 006 381 A1 a shaft arrangement with a manhole cover frame known, which can be locked with a shaft tube, wherein a first locking means on the shaft tube and a second locking means are arranged on the manhole cover frame. One of the latching means is designed as a latching projection and the other latching means as a latching opening. At the manhole cover frame, a tensioning means is additionally arranged, which leads to the insertion of the manhole cover frame in the manhole tube to such a deformation of the manhole tube, that the locking means are engaged with each other. Although such a shaft arrangement can be mounted on the construction site, wherein latching means designed as holes are less sensitive, nevertheless the production of these latching means in the plastic pipe requires additional steps and thus causes investment and process costs.

Dabei lässt sich ein Spiel zwischen den Rastmitteln nicht gänzlich vermeiden. Dieses Spiel ist erforderlich, um den Rastvorsprung in eine Position bringen zu können, in der er in die Rastöffnung einrasten kann. Entsprechend lässt sich der Schachtabdeckungsrahmen geringfügig gegenüber dem Schachtrohr bewegen, was bei Erschütterungen langfristig zu einer Aufweitung des Spiels und schließlich zu einem Schaden führen kann.In this case, a game between the locking means can not be completely avoided. This game is required in order to bring the locking projection in a position in which he can engage in the locking opening. Accordingly, the manhole cover frame can be slightly moved relative to the shaft pipe, which in the long term can lead to a widening of the game and eventually to damage.

Aufgabe der vorliegenden Erfindung ist es daher, eine Schachtanordnung zur Verfügung zu stellen, welche ein ortsunabhängiges Zusammensetzen der Bauteile ermöglicht und gleichzeitig eine hohe Lebensdauer der Schachtanordnung gewährleistet. Die Schachtanordnung soll ferner mit einfachen Mitteln kostengünstig herstellbar sein.Object of the present invention is therefore to provide a shaft assembly available, which allows a location-independent assembly of the components while ensuring a long life of the shaft assembly. The shaft assembly should also be inexpensive to produce by simple means.

Hauptmerkmale der Erfindung sind im kennzeichnenden Teil von Anspruch 1 sowie in Anspruch 14 angegeben. Ausgestaltungen sind Gegenstand der Ansprüche 2 bis 13.Main features of the invention are specified in the characterizing part of claim 1 and in claim 14. Embodiments are the subject of claims 2 to 13.

Am Einführungsabschnitt des Schachtrahmens ist mindestens ein Haltevorsprung angeordnet, der im montierten Zustand der Schachtanordnung durch plastisches Verformen des Schachtrohres mit dem Schachtrohr formschlüssig verbunden ist.At the introduction portion of the manhole frame at least one retaining projection is arranged, which is positively connected in the assembled state of the shaft assembly by plastic deformation of the shaft tube with the shaft tube.

Durch den Haltevorsprung wird also eine Senke in die bis dahin im Wesentlichen glatte Innenfläche des Schachtrohres eingeprägt, wobei der Haltevorsprung vollständig in diese Senke eingreift. Damit wird eine besonders feste, spielfreie Verbindung erhalten die sich auch bei Vibrationen und ähnlichen Belastungen nicht wieder löst. Im Schachtrohr selbst muss kein eigenständiges Haltemittel, das mit dem Haltevorsprung zusammenwirken kann, vorgesehen werden. Vielmehr wird das Haltemittel durch plastisches Verformen beim Zusammensetzen der Schachtrohranordnung erhalten. Als Schachtrohr kann daher ein einfaches, glattwandiges Kunststoffrohr, das beispielsweise PVC aufweist, verwendet werden, das z.B. von einem längeren Rohrstück in gewünschter Länge abgelenkt wird. Eine Nachbearbeitung des Kunststoffrohres ist nicht erforderlich. Dies vereinfacht die Herstellung und Vorratshaltung wesentlich. Dabei ist beim Zusammensetzen von Schachtabdeckungsrahmen und Schachtrohr auch nicht auf eine genaue Winkellage zwischen diesen beiden Elementen zu achten, da ein Ausrichten des Haltevorsprungs gegenüber einem Haltemittel entfällt. Die Montage vereinfacht sich daher und ist weniger fehleranfällig.By the retaining projection so a sink is impressed in the hitherto substantially smooth inner surface of the shaft tube, wherein the retaining projection completely into this Sink engages. This is a particularly solid, backlash-free connection is obtained even with vibrations and similar loads does not solve again. In the shaft tube itself no separate holding means that can interact with the holding projection, must be provided. Rather, the holding means is obtained by plastic deformation during assembly of the shaft tube assembly. As a shaft pipe, therefore, a simple, smooth-walled plastic pipe, which has, for example, PVC, can be used, which is deflected, for example, by a longer piece of pipe in the desired length. A post-processing of the plastic pipe is not required. This simplifies the production and stock keeping essential. In this case, when assembling manhole cover frame and manhole tube, it is not necessary to pay attention to a precise angular position between these two elements, since an alignment of the holding projection with respect to a holding means is eliminated. The assembly is therefore simpler and less prone to errors.

Der Haltevorsprung kann beispielsweise eine radiale Erstreckung aufweisen, die einer Materialstärke des Schachtrohres entspricht. Dadurch kann eine relativ große plastische Verformung erfolgen, durch die ein sicherer Halt gewährleistet ist.The holding projection may, for example, have a radial extension which corresponds to a material thickness of the shaft tube. As a result, a relatively large plastic deformation can take place, by which a secure hold is ensured.

Vorzugsweise weist der Haltevorsprung eine Auflauffläche und eine Haltefläche auf, wobei die Auflauffläche einem freien Ende des Einführungsabschnitts zugewandt ist und die Auflauffläche in einem flacheren Winkel zum Einführungsabschnitt verläuft als die Haltefläche, die insbesondere als Hinterschnitt ausgebildet ist. Damit wird erreicht, dass beim Auftreten von Kräften entgegen der Einführbewegung das Material des Schachtrohres zusammengestaucht wird. Die Verbindung zwischen Kunststoffrohr und Schachtabdeckungsrahmen verfestigt sich damit. Dabei kann der Haltevorsprung im Wesentlichen unelastisch sein, so dass er in der Lage ist, relativ große Kräfte aufzunehmen. Dabei handelt es sich zum einen um axiale Haltekräfte und zum anderen um radiale Kräfte, die zum plastischen Verformen des Schachtrohrs erforderlich sind.Preferably, the retaining projection has a ramp surface and a retaining surface, wherein the ramp surface faces a free end of the insertion section and the ramp surface extends at a shallower angle to the insertion section than the retaining surface, which is in particular formed as an undercut. This ensures that the occurrence of forces against the insertion movement, the material of the shaft tube is compressed. The connection between plastic pipe and manhole cover frame solidifies with it. In this case, the retaining projection may be substantially inelastic, so that it is able to absorb relatively large forces. These are on the one hand to axial holding forces and the other to radial forces that are required for plastic deformation of the shaft tube.

Vorzugsweise ist der Haltevorsprung einteilig mit dem Schachtabdeckungsrahmen ausgebildet. Dadurch wird eine sehr stabile Verbindung zwischen Haltevorsprung und Schachtabdeckungsrahmen erhalten. Ein nachträgliches Anbringen des Haltevorsprungs ist nicht erforderlich, vielmehr kann er in einem Prozessschritt gleichzeitig mit dem Schachtabdeckungsrahmen hergestellt werden.Preferably, the retaining projection is formed integrally with the manhole cover frame. As a result, a very stable connection between retaining projection and manhole cover frame is obtained. A subsequent attachment of the retaining projection is not required, but it can be made in a process step simultaneously with the manhole cover frame.

Bevorzugterweise ist am Einführungsabschnitt mindestens ein Spannmittel angeordnet, das im montierten Zustand der Schachtanordnung einen Innenquerschnitt des Schachtrohres im Bereich des Spannmittels elastisch vergrößert und im Bereich des Haltevorsprungs elastisch verringert. Das Spannmittel bewirkt also eine Verformung des Schachtrohres derart, dass das Schachtrohr radial auf den Haltevorsprung gedrückt wird und sich dafür in einem vom Haltevorsprung beabstandeten Umfangsabschnit radial nach außen aufweitet. Das Spannmittel ist dafür beispielsweise um 70 bis 90 Grad versetzt gegenüber dem Haltevorsprung am Einführungsabschnitt angeordnet. Dabei kann das Spannmittel einstückig mit dem Einführungsabschnitt in Form eines Vorsprungs ausgebildet sein oder durch eine elliptische Form des Einführungsabschnitts gebildet sein. Es ist aber auch denkbar, das Spannmittel als zusätzliches Element vorzusehen. Die Abmessungen des Spannmittels und des Haltevorsprungs sind so auswählbar, dass der Einführungsabschnitt mit geringem Kraftaufwand in die erste Rohröffnung des Schachtrohres eingeführt werden kann, z.B. durch das Eigengewicht des Schachtabdeckungsrahmens und ggf. zzgl. eines Personengewichts. Dies ermöglicht eine einfache Montage.Preferably, at least one tensioning means is arranged at the introduction section, which in the assembled state of the shaft arrangement elastically enlarges an inner cross section of the shaft pipe in the region of the tensioning means and elastically reduces it in the region of the retaining projection. The clamping means thus causes a deformation of the shaft tube such that the shaft tube is pressed radially onto the retaining projection and expands radially outward in a circumferential section spaced from the retaining projection. The clamping means is for example offset by 70 to 90 degrees relative to the retaining projection arranged on the introduction section. In this case, the clamping means may be formed integrally with the insertion portion in the form of a projection or be formed by an elliptical shape of the insertion portion. But it is also conceivable to provide the tensioning means as an additional element. The dimensions of the tensioning means and the retaining projection are selectable such that the insertion portion can be inserted with little effort into the first tube opening of the shaft tube, e.g. by the weight of the manhole cover frame and possibly plus a person weight. This allows for easy installation.

Es ist besonders bevorzugt, dass der Schachtabdeckungsrahmen aus Eisen, insbesondere aus Gusseisen hergestellt ist. Eisen und insbesondere Gusseisen ist relativ einfach bearbeitbar und weist eine hohe Belastungsfähigkeit auf. Gleichzeitig ist es ziemlich widerstandsfähig gegenüber äußeren Einflüssen. Insbesondere mittels Gießverfahren lassen sich dabei der Haltevorsprung und das Spannmittel relativ einfach in gewünschter Form einstückig mit dem Schachtabdeckungsrahmen herstellen, ohne dass der Herstellungsaufwand steigt.It is particularly preferred that the manhole cover frame is made of iron, in particular of cast iron. Iron and in particular cast iron is relatively easy to work and has a high load capacity. At the same time it is quite resistant to external influences. In particular, the casting projection and the clamping means can be produced relatively simply in the desired shape integrally with the manhole cover frame, in particular by means of casting methods, without increasing the production outlay.

Vorteilhafterweise weist der Einführungsabschnitt an seinem freien Ende einen im Wesentlichen kreisrunden radialen Außendurchmesser auf, der kleiner oder gleich einem im Wesentlichen kreisrunden Innenrohrdurchmesser der Rohröffnung in einem Vormontagezustand ist. Der Einführungsabschnitt ist dadurch relativ einfach in die Rohröffnung des Schachtrohres einführbar. Gegebenenfalls kann der Einführungsabschnitt dabei eine Verjüngung aufweisen, die das Einführen weiter vereinfacht. Der Montageaufwand wird dadurch gering gehalten.Advantageously, the introduction section has at its free end a substantially circular radial outer diameter which is smaller than or equal to a substantially circular inner tube diameter of the tube opening in a pre-assembly state. The introduction section is thereby relatively easy to insert into the pipe opening of the manhole tube. Optionally, the insertion portion may have a taper, which further simplifies the insertion. The assembly effort is kept low.

Bevorzugterweise ist ein Außendurchmesser über das Spannmittel größer als der Innenrohrdurchmesser des Schachtrohres im Vormontagezustand. Mit Au ßendurchmesser wird dabei ein Abstand zwischen Außenseiten des Einführungsabschnitts bzw. des Spannmittels bezeichnet. Der Einführungsabschnitt kann auf Höhe des Spannmittels einen von der Kreisform abweichenden Querschnitt haben. Das Spannmittel muss keine bewegten Elemente aufweisen sondern ist beispielsweise als Durchmesservergrößerung oder Vorsprung über einen begrenzten Winkelbereich ausgebildet. Dabei gelangt das Spannmittel erst dann in Kontakt mit dem Schachtrohr, wenn der Einführungsabschnitt schon ein Stück weit in das Schachtrohr eingeführt ist. Die Verformung des Schachtrohrs wird dann dadurch hervorgerufen, dass eine Anpassung des Schachtrohrs an die abweichende Querschnittsform des Einführungsabschnitts im Bereich des Spannmittels erzwungen wird.Preferably, an outer diameter over the clamping means is greater than the inner tube diameter of the shaft pipe in the pre-assembled state. With Au ßendurchmesser while a distance between outer sides of the insertion portion and the clamping means is called. The introduction portion may have a deviating from the circular cross-section at the level of the clamping means. The clamping means need not have any moving elements but is, for example, as an increase in diameter or projection over a limited angular range formed. In this case, the tensioning means only comes into contact with the shaft pipe when the introduction portion is already inserted a little way into the shaft pipe. The deformation of the shaft tube is then caused by an adaptation of the shaft tube is forced to the different cross-sectional shape of the insertion portion in the region of the clamping means.

Vorzugsweise ist ein Außendurchmesser über den ersten Haltevorsprung kleiner als der Innenrohrdurchmesser der Rohröffnung im Vormontagezustand. Der Einführungsabschnitt kann dadurch in das Schachtrohr eingeführt werden, ohne dass der Haltevorsprung am Schachtrohr entlang gleitet. Damit ist das Einführen mit relativ geringen Kräften möglich. Erst durch das Spannmittel wird dann der Haltevorsprung mit dem Schachtrohr in Kontakt gebracht und gegen die Innenseite des Schachtrohrs gepresst, so dass sich der Haltevorsprung in das Schachtrohr einprägt.Preferably, an outer diameter over the first retaining projection is smaller than the inner tube diameter of the pipe opening in the pre-assembled state. The insertion section can thereby be introduced into the shaft pipe without the retaining projection slides along the shaft pipe. This allows insertion with relatively low forces. Only then by the clamping means of the retaining projection is brought into contact with the shaft tube and pressed against the inside of the shaft tube, so that the retaining projection imprints into the shaft pipe.

Vorteilhafterweise ist ein Abstand zwischen Haltevorsprung und dem freien Ende des Einführungsabschnitts geringer ist als ein Abstand zwischen Spannmittel und dem freien Ende. Damit kann der Haltevorsprung relativ weit axial in das Schachtrohr eingeführt werden, bevor das Spannmittel wirksam wird. Der Haltevorsprung prägt sich dann in einem relativ großen Abstand zur Rohröffnung in das Schachtrohr ein, so dass ausreichend Material vorhanden ist, um eine stabile Verbindung zu gewährleisten.Advantageously, a distance between the retaining projection and the free end of the insertion portion is less than a distance between the clamping means and the free end. Thus, the retaining projection can be relatively far axially inserted into the pit tube before the clamping means is effective. The retaining projection then impresses into the shaft pipe at a relatively large distance from the pipe opening, so that sufficient material is present to ensure a stable connection.

In einer bevorzugten Ausbildung weist das Spannmittel eine Spannfläche auf, die vom freien Ende des Einführungsabschnitts zunehmend über den Innenrohrdurchmesser des Kunststoffrohres in der Ausgangssituation übersteht. Die Spannfläche ist also in Form einer Auflaufschräge ausgebildet, die eine kontinuierliche Verformung des Schachtrohres bewirkt. Die Umformkräfte werden dadurch gering gehalten.In a preferred embodiment, the clamping means on a clamping surface, which protrudes from the free end of the insertion portion increasingly over the inner tube diameter of the plastic tube in the initial situation. The clamping surface is thus formed in the form of a ramp, which causes a continuous deformation of the shaft tube. The forming forces are kept low.

Vorzugsweise weist der Einführungsabschnitt zumindest abschnittsweise einen elliptischen Querschnitt auf, wobei der Haltevorsprung im Bereich des kleinsten Gradienten der Ellipse angeordnet ist. Im Bereich des Haltevorsprungs ist der Krümmungsradius des Einführungsabschnitts also am größten. Dies stellt eine relativ einfache Ausgestaltung dar, um ein Einführen des Einführungsabschnitts in das Schachtrohr zu ermöglichen, wobei der Haltevorsprung vom Schachtrohr beabstandet ist.The introduction section preferably has an elliptical cross-section at least in sections, wherein the holding projection is arranged in the region of the smallest gradient of the ellipse. In the region of the retaining projection, the radius of curvature of the introduction section is therefore greatest. This is a relatively simple design to allow insertion of the insertion portion into the well tube, with the retention protrusion spaced from the well tube.

Dabei ist besonders bevorzugt, dass der Einführungsabschnitt zumindest abschnittsweise einen radial elliptischen Querschnitt aufweist und das Spannmittel im Bereich des größten Gradienten der Ellipse ausgebildet ist. Das Spannmittel ist also in dem Bereich des Einführungsabschnitts mit dem kleinsten Krümmungsradius angeordnet und beispielsweise Teil der Wandung. Beim Einführen des Einführungsabschnitts kommt es zu einer elastischen Verformung des Schachtrohres, wobei sich Wände des Schachtrohres im Bereich des Haltevorsprungs aufeinander zu bewegen, bis sich der Haltevorsprung in das Schachtrohr einprägt.It is particularly preferred that the introduction section at least partially has a radially elliptical cross section and the clamping means in the region of the largest gradient the ellipse is formed. The clamping means is thus arranged in the region of the introduction section with the smallest radius of curvature and, for example, part of the wall. Upon insertion of the insertion portion, there is an elastic deformation of the shaft tube, wherein walls of the shaft tube in the region of the retaining projection to move toward each other until the retaining projection is impressed into the shaft pipe.

In einer bevorzugten Ausgestaltung sind zwei Haltevorsprünge vorgesehen, die sich diametral gegenüberliegend am Außenumfang des Einführungsabschnitts angeordnet sind. Die Haltevorsprünge können dabei gleich ausgebildet sein, also eine gleiche Geometrie aufweisen und die gleichen funktionalen Merkmale umfassen. Durch die gegenüberliegende Anordnung der Haltevorsprünge wird eine symmetrische Krafteinleitung erhalten. Dabei ergibt sich ein sicherer Halt des Einführungsabschnitts innerhalb des Schachtrohres.In a preferred embodiment, two holding projections are provided, which are arranged diametrically opposite to the outer circumference of the insertion portion. The retaining projections can be made the same, ie have the same geometry and include the same functional features. By the opposite arrangement of the holding projections a symmetrical force is obtained. This results in a secure hold of the introduction section within the shaft pipe.

Dabei ist besonders bevorzugt, dass zwei Spannmittel vorgesehen sind, die sich diametral gegenüberliegend am Außenumfang des Einführungsabschnitts angeordnet sind. Dadurch ergibt sich eine symmetrische Verformung des Schachtrohres. Eine Verbindungslinie zwischen den Spannmitteln kann dann senkrecht oder in einem Winkel zwischen 45 und 90 Grad zu einer Verbindungslinie der Haltevorsprünge verlaufen. Dadurch ist gewährleistet, dass die durch die Spannmittel erzeugte Verformung des Schachtrohres zum Einprägen der Haltevorsprünge in das Schachtrohr genutzt werden kann. Die Spannmittel können dabei gleich ausgebildet sein, also insbesondere die gleiche Geometrie und die gleichen funktionalen Merkmale aufweisen.It is particularly preferred that two clamping means are provided, which are arranged diametrically opposite to the outer circumference of the insertion portion. This results in a symmetrical deformation of the shaft pipe. A connecting line between the clamping means can then run perpendicular or at an angle between 45 and 90 degrees to a connecting line of the retaining projections. This ensures that the deformation of the shaft tube generated by the clamping means can be used for impressing the holding projections in the shaft tube. The clamping means can be designed the same, ie in particular have the same geometry and the same functional characteristics.

Dabei ist besonders bevorzugt, dass ein Außenumfang des Einführungsabschnitts einem Innenumfang des Schachtrohres entspricht. Dadurch erfolgt keine Ausdehnung des Schachtrohres, sondern nur eine Verformung des Querschnitts auf einem Teil der axialen Länge des Schachtrohrs, beispielsweise von einer Kreisform zu einer elliptischen Form. Die Materialbelastungen werden dadurch gering gehalten.It is particularly preferred that an outer circumference of the insertion section corresponds to an inner circumference of the shaft tube. As a result, there is no expansion of the shaft tube, but only a deformation of the cross section on a part of the axial length of the shaft tube, for example, from a circular shape to an elliptical shape. The material loads are kept low.

Vorzugsweise weist der Schachtabdeckungsrahmen eine Abdeckungsaufnahme auf, in oder an der insbesondere eine Schachtabdeckung angeordnet ist. Die Schachtabdeckung ermöglicht einen relativ einfachen Zugang zum Schachtrohr und kann beispielsweise schwenkbar am Schachtabdeckungsrahmen befestigt sein.Preferably, the manhole cover frame has a cover receptacle in or on which, in particular, a manhole cover is arranged. The manhole cover allows for relatively easy access to the manhole tube and, for example, can be pivotally attached to the manhole cover frame.

Bevorzugterweise ist gegenüberliegend zur Senke eine Auswölbung an der Außenfläche des Kunststoffrohres ausgebildet. Durch die Senke erfolgt also keine Schwächung des Schachtrohres, sondern nur eine plastische Verformung, die sich von der Innenseite bis zur Außenfläche erstreckt. Das Schachtrohr behält dadurch seine Stabilität.Preferably, opposite to the depression, a bulge is formed on the outer surface of the plastic pipe. Through the sink so no weakening of the Well shaft, but only a plastic deformation, which extends from the inside to the outer surface. The shaft tube thus retains its stability.

Die Aufgabe wird auch durch ein Verfahren zur Herstellung einer Schachtanordnung gelöst, dass die folgenden Schritte umfasst:

  1. A) Verwenden eines Schachtrohres mit einer endseitigen ersten Rohröffnung, die in einer unmontierten Ausgangssituation einen im Wesentlichen runden Ausgangsquerschnitt hat,
  2. B) Verwenden eines Schachtabdeckungsrahmens,
    1. a. der an einem Ende einen Einführungsabschnitt aufweist,
    2. b. wobei der Einführungsabschnitt am radialen Außenumfang mindestens ein Spannmittel und einen um 70 Grad bis 110 Grad verdreht zum ersten Spannmittel angeordneten ersten Haltevorsprung aufweist,
  3. C) Einführen des Einführungsabschnitts des Schachtabdeckungsrahmens in die erste Rohröffnung des Kunststoffrohrs,
    1. i. unter elastischer Aufweitung des Ausgangsquerschnitts in einer radialen ersten Richtung über das erste Spannmittel,
    2. ii. unter elastischer Verjüngung des Ausgangsquerschnitts in einer winklig zur ersten Richtung ausgerichteten radialen zweiten Richtung über den Haltevorsprung, und
    3. iii. unter Ausprägen einer plastisch verformten Senke im Schachtrohr mittels des Haltevorsprungs, wobei der Haltevorsprung formschlüssig mit dem Schachtrohr verbunden wird.
The object is also achieved by a method for producing a shaft arrangement, which comprises the following steps:
  1. A) using a shaft tube having an end-side first tube opening, which has a substantially round initial cross-section in an unmounted starting situation,
  2. B) using a manhole cover frame,
    1. a. which has an insertion section at one end,
    2. b. wherein the insertion section has at least one tensioning means on the radial outer circumference and a first retaining protrusion twisted by 70 degrees to 110 degrees relative to the first tensioning means,
  3. C) inserting the insertion section of the manhole cover frame into the first pipe opening of the plastic pipe,
    1. i. with elastic widening of the starting cross-section in a radial first direction via the first clamping means,
    2. ii. under elastic tapering of the starting cross-section in a radially to the first direction oriented radial second direction via the retaining projection, and
    3. iii. under the expression of a plastically deformed depression in the shaft pipe by means of the retaining projection, wherein the retaining projection is positively connected to the shaft pipe.

Durch die elastische Aufweitung des Ausgangsquerschnitts des Schachtrohres durch das Spannmittel erfolgt eine Verjüngung im Bereich des Haltevorsprungs. Der Haltevorsprung prägt dadurch eine Senke in die bis dahin glatte Innenfläche des Schachtrohres ein. Damit wird eine besonders feste, spielfreie Verbindung erhalten die sich auch bei Vibrationen und ähnlichen Belastungen nicht wieder löst. Im Schachtrohr selbst muss kein Haltemittel, das mit dem Haltevorsprung entgegenwirken kann, vorgesehen werden. Vielmehr wird das Haltemittel durch plastisches Verformen beim Montieren der Schachtanordnung erhalten. Als Schachtrohr kann daher ein einfaches, glattwandiges Kunststoffrohr, das z.B. PVC aufweist, verwendet werden, das beispielsweise von einem längeren Rohrstück in gewünschter Länge abgelenkt wird. Eine Nachbearbeitung des Kunststoffrohres ist nicht erforderlich. Dies vereinfacht die Vorratshaltung wesentlich. Dabei ist beim Zusammensetzen von Schachtabdeckungsrahmen und Schachtrohr auch nicht auf eine genaue Winkellage zwischen diesen beiden Elementen zu achten, da ein Ausrichten des Haltevorsprungs gegenüber einem Haltemittel entfällt. Die Montage ist daher sehr einfach und wenig fehleranfällig. Daher ist ein ortsunabhängiges Zusammensetzen der Schachtanordnung problemlos, insbesondere werkzeuglos möglich.Due to the elastic widening of the output cross section of the shaft tube by the clamping means, a taper occurs in the region of the retaining projection. The retaining projection thereby impresses a depression in the hitherto smooth inner surface of the shaft pipe. This is a particularly solid, backlash-free connection is obtained even with vibrations and similar loads does not solve again. In the shaft tube itself no holding means that can counteract with the retaining projection, must be provided. Rather, the holding means is obtained by plastic deformation when mounting the shaft assembly. As a shaft pipe, therefore, a simple, smooth-walled plastic pipe, which has, for example PVC, are used, which is deflected for example by a longer piece of pipe in the desired length. A post-processing of the plastic pipe is not required. This greatly simplifies stockpiling. It is also not to pay attention to a precise angular position between these two elements when assembling manhole frame and manhole tube as a Aligning the holding projection with respect to a holding means is eliminated. The assembly is therefore very simple and not prone to error. Therefore, a location-independent assembly of the shaft assembly without any problems, especially without tools possible.

Weitere Merkmale, Einzelheiten und Vorteile der Erfindung ergeben sich aus dem Wortlaut der Ansprüche sowie aus der folgenden Beschreibung von Ausführungsbeispielen anhand der Zeichnungen. Es zeigen:

Fig. 1
eine Schachtanordnung in Schnittansicht,
Fig. 2
einen Schachtabdeckungsrahmen in räumlicher Darstellung und
Fig. 3
einen Querschnitt der Schachtanordnung.
Further features, details and advantages of the invention will become apparent from the wording of the claims and from the following description of exemplary embodiments with reference to the drawings. Show it:
Fig. 1
a shaft arrangement in sectional view,
Fig. 2
a manhole cover frame in spatial representation and
Fig. 3
a cross section of the shaft arrangement.

In Fig. 1 ist eine Schachtanordnung 1 im montierten Zustand dargestellt, die ein Schachtrohr 10 und einen Schachtabdeckungsrahmen 20 aufweist. Dabei ist der Schachtabdeckungsrahmen 20 mit einem Einführungsabschnitt 22 in eine erste Rohröffnung 11 des Schachtrohres 10 eingeführt. Das Schachtrohr 10 ist im Wesentlichen zylindrisch ausgebildet und weist gegenüberliegend zur ersten Rohröffnung 11 eine zweite Rohröffnung 12 auf.In Fig. 1 a shaft assembly 1 is shown in the assembled state, which has a shaft tube 10 and a manhole cover frame 20. In this case, the manhole cover frame 20 is inserted with an introduction section 22 into a first pipe opening 11 of the manhole tube 10. The shaft tube 10 is formed substantially cylindrical and has opposite to the first tube opening 11, a second tube opening 12.

Der Einführungsabschnitt 22 ist zentral an einer Unterseite des Schachtabdeckungsrahmens 20 ausgebildet und weist gegenüber dem Schachtabdeckungsrahmen 20 einen verringerten Durchmesser auf, so dass eine umlaufende Schulter 29 des Schachtabdeckungsrahmens 20 an einer Stirnseite des Schachtrohres 10 aufliegt. Dadurch wird das Eindringen von Schmutz zwischen Schachtabdeckungsrahmen 20 und Schachtrohr 10 erschwert.The insertion section 22 is formed centrally on an underside of the manhole cover frame 20 and has a reduced diameter relative to the manhole cover frame 20 so that a peripheral shoulder 29 of the manhole cover frame 20 rests against an end face of the manhole tube 10. As a result, the ingress of dirt between manhole cover frame 20 and manhole tube 10 is made more difficult.

An einem Außenumfang 23 des Einführungsabschnitts 20 sind diametral gegenüberliegend zwei Haltevorsprünge 26, 27 ausgebildet, die sich radial nach außen erstrecken. Die Haltevorsprünge 26, 27 haben sich dabei in das Schachtrohr 10 eingeprägt und dabei eine plastische Verformung des Schachtrohres derartig bewirkt, dass im Schachtrohr 10 zwei Senken 13, 14 ausgebildet sind, in die die Haltevorsprünge 26, 27 formschlüssig eingreifen. Die Haltevorsprünge 26, 27 halten den Schachtabdeckungsrahmen 20 damit unverlierbar am Schachtrohr 10. Im Bereich der Senken 13, 14 hat sich durch die plastische Verformung eine Auswölbung 15, 16 ergeben. Durch die Senken 13, 14 ergibt sich also keine Schwächung des Materials des Schaftrohrs 10.On an outer circumference 23 of the insertion portion 20 diametrically opposite two retaining projections 26, 27 are formed, which extend radially outward. The holding projections 26, 27 have thereby impressed into the shaft tube 10 and thereby causes a plastic deformation of the shaft tube such that in the shaft tube 10, two depressions 13, 14 are formed, into which the retaining projections 26, 27 engage positively. The holding projections 26, 27 keep the manhole cover frame 20 captive on the shaft pipe 10. In the area of the sinks 13, 14, a bulge 15, 16 has resulted from the plastic deformation. By the sinks 13, 14 so there is no weakening of the material of the shaft tube 10th

Die Haltevorsprünge 26, 27 sind mit einer Auflauffläche 30 und einer Haltefläche in Form eines Hinterschnitts 28 ausgebildet. Die Auflauffläche 30 ist dabei einem freien Ende 31 des Einführungsabschnitts 22 zugewandt und ermöglicht ein einfaches Gleiten der Haltevorsprünge 26, 27 beim Einführen in das Schachtrohr 10.The retaining projections 26, 27 are formed with a ramp surface 30 and a holding surface in the form of an undercut 28. The ramp surface 30 is facing a free end 31 of the insertion portion 22 and allows easy sliding of the retaining projections 26, 27 during insertion into the shaft pipe 10th

An einer vom Einführungsabschnitt 22 abgewandten Oberseite weist der Schachtdeckelrahmen 20 eine Aufnahme 21 für eine nicht dargestellte Schachtabdeckung auf. Die Schachtabdeckung kann dabei derart in der Aufnahme 21 aufgenommen werden, dass sie bündig mit der Oberseite des Schachtdeckelrahmens 20 abschließt.At a top side facing away from the introduction section 22, the manhole cover frame 20 has a receptacle 21 for a manhole cover (not shown). The manhole cover can be received in the receptacle 21 in such a way that it is flush with the top of the manhole cover frame 20.

In Fig. 2 ist der Schachtabdeckungsrahmen 20 in räumlicher Darstellung gezeigt. Am Einführungsabschnitt 22 ist ein Spannmittel 33 in Form einer Durchmesservergrößerung ausgebildet. Dieses Spannmittel 33 bewirkt beim Einführen des Einführungsabschnitts 22 in das Schachtrohr 10 eine Verformung des Schachtrohrs 10 radial nach außen, so dass das Schachtrohr 10 im Bereich des Haltemittels 26 radial nach innen verformt wird. Die Länge eines Innenumfangs des Schachtrohrs 10 bleibt dabei unverändert, da er genau so lang ist wie der Umfang des Einführungsabschnitts über das oder die Spannmittel 33.In Fig. 2 the manhole cover frame 20 is shown in a spatial representation. At the introduction portion 22, a clamping means 33 is formed in the form of an increase in diameter. This clamping means 33 causes during insertion of the insertion portion 22 into the shaft tube 10, a deformation of the shaft tube 10 radially outwards, so that the shaft tube 10 is deformed in the region of the holding means 26 radially inwardly. The length of an inner circumference of the shaft tube 10 remains unchanged, since it is exactly as long as the circumference of the insertion section over the or the clamping means 33rd

Diametral gegenüber zum Spannmittel 33 ist ein weiteres Spannmittel ausgebildet, das bei dieser Darstellung jedoch nicht sichtbar ist. Die Spannmittel 33, 35 und die Haltevorsprünge 26,27 sind dabei auf unterschiedlichen axialen Höhen am Einführungsabschnitt 22 angeordnet. Dadurch sind die Haltevorsprünge bereits ein Stück weit in das Schachtrohr 10 eingeführt, bevor eine Verformung des Schachtrohrs 10 durch die Spannmittel 33, 35 erfolgt und sich die Haltevorsprünge 26, 27 in das Schachtrohr 10 einprägen.Diametrically opposite to the clamping means 33, a further clamping means is formed, which is not visible in this illustration. The clamping means 33, 35 and the retaining projections 26,27 are arranged at different axial heights at the insertion portion 22. As a result, the holding projections are already inserted a little way into the shaft tube 10, before a deformation of the shaft tube 10 by the clamping means 33, 35 and the holding projections 26, 27 are impressed into the shaft tube 10.

Das Spannmittel 33 weist eine Spannfläche 34 auf, die vom freien Ende 31 in Richtung Oberseite des Schachtabdeckungsrahmens 20 zunehmend übersteht. Diese Ausgestaltung bewirkt beim Einführen des Einführungsabschnitts 22 in das Schachtrohr 10 eine allmähliche Aufweitung des Schachtrohrs 10.The tensioning means 33 has a clamping surface 34 which projects increasingly from the free end 31 in the direction of the upper side of the shaft cover frame 20. This embodiment causes during the insertion of the insertion portion 22 into the well pipe 10, a gradual expansion of the shaft tube 10th

In Fig. 3 ist ein Querschnitt durch die Schachtdeckelanordnung 1 auf Höhe der Spannmittel 33, 35 gezeigt. Der im Ausgangszustand kreisförmige Querschnitt des Schachtrohres 10 ist durch die Spannmittel 33, 35 in eine Ellipsenform verformt worden. Dadurch gelangen die Haltemittel 26, 27, die im Bereich des geringsten Gradienten Gmin angeordnet sind, in Kontakt mit dem Schachtrohr 10 und können sich in dieses einformen. Die Spannmittel 33, 35 sind dabei im Bereich des größten Gradienten Gmax angeordnet. Eine Verbindungslinie 36 der Spannmittel 33 steht senkrecht auf einer Verbindungslinie 37 der Haltevorsprünge 26, 27. Dadurch erfolgt eine symmetrische elastische Verformung des Schachtrohrs 10.In Fig. 3 is a cross section through the manhole cover assembly 1 at the level of the clamping means 33, 35 shown. The circular in the initial state cross section of the shaft tube 10 has been deformed by the clamping means 33, 35 in an ellipse shape. As a result, the holding means 26, 27, which are arranged in the region of the lowest gradient G min , come into contact with the shaft tube 10 and can be molded into this. The clamping means 33, 35 are in the Range of the largest gradient G max arranged. A connecting line 36 of the clamping means 33 is perpendicular to a connecting line 37 of the holding projections 26, 27. This results in a symmetrical elastic deformation of the shaft tube 10th

Die erfindungsgemäße Schachtanordnung ermöglicht eine dauerhaft Verbindung zwischen einem insbesondere als Gussrahmen ausgebildeten Schachtabdeckungsrahmen und einem als Kunststoffrohr ausgebildeten Schachtrohr. Dabei ist die Verbindung einfach und mit geringem Aufwand herstellbar und es ist eine ortsunabhängige Komplettierung möglich. Am Schachtrohr muss kein Haltemittel vorgefertigt werden. Vielmehr entsteht die Verbindung durch elastisches Verspannen des Schachtrohres, hervorgerufen durch die Form des Einführungsabschnitts des Schachtabdeckungsrahmens oder durch Spannmittel des Schachtabdeckungsrahmens, und durch eine Verformung des Schachtrohres im plastischen Bereich durch die Haltevorsprünge, die am Einführungsabschnitt ausgebildet sind. Dies wirkt einem Lösen der Verbindung entgegen.The shaft arrangement according to the invention enables a permanent connection between a manhole cover frame designed in particular as a cast frame and a manhole tube designed as a plastic pipe. The connection is easy and can be produced with little effort and it is a location-independent completion possible. No retaining means must be prefabricated on the shaft pipe. Rather, the connection is caused by elastic distortion of the manhole tube, caused by the shape of the insertion portion of the manhole cover frame or by means of tension of the manhole cover frame, and deformation of the manhole tube in the plastic region by the retaining projections formed on the insertion portion. This counteracts a release of the connection.

Die Haltevorsprünge und die Spannmittel können im Gießprozess des Schachtabdeckungsrahmens erzeugt werden. Dabei kann der Einführungsabschnitt im Bereich der Spannmittel eine Ellipsenform aufweisen, dessen Umfang dem des Schachtrohres entspricht, das im Unterschied zum Einführungsabschnitt aber eine Kreisform aufweist. Dabei sind die Abmessungen des Haltevorsprungs so gewählt, dass der Schachtabdeckungsrahmen mit geringem Kraftaufwand in das Schachtrohr eingefügt werden kann. Während der Schachtabdeckungsrahmen in die Endposition gebracht wird, der Einführungsabschnitt also axial in das Schachtrohr eingeführt wird, wird das Schachtrohr abschnittsweise durch die Spannmittel in eine Ellipsenform verformt, wobei die Verformung im elastischen Bereich liegt. Durch die Verformung wird auf die gegenüber den Spannmitteln um ca. 90 Grad versetzten Haltevorsprünge eine solche Pressung ausgeübt, dass diese in das Schachtrohr eindringen und es dabei plastisch verformen. Treten Kräfte entgegen der Einführbewegung auf, staucht sich das Material des Schachtrohrs weiter auf und verfestigt damit die Verbindung zwischen Schachtrohr und Schachtabdeckungsrahmen. Eine mechanische Bearbeitung des Schachtabdeckungsrahmens zur Arretierung ist nicht erforderlich.The retaining projections and the clamping means can be produced in the casting process of the manhole cover frame. In this case, the introduction section in the region of the clamping means may have an elliptical shape, the circumference of which corresponds to that of the shaft tube, which, unlike the introduction section, however, has a circular shape. The dimensions of the retaining projection are chosen so that the manhole cover frame can be inserted with little effort in the shaft pipe. While the manhole cover frame is brought to the end position, that is, the insertion portion is axially inserted into the manhole tube, the manhole tube is deformed in sections by the clamping means in an ellipse shape, wherein the deformation is in the elastic range. As a result of the deformation, such a pressure is exerted on the holding projections, which are offset by approximately 90 degrees with respect to the clamping means, such that they penetrate into the shaft tube and thereby deform it plastically. If forces occur in opposition to the insertion movement, the material of the shaft pipe continues to buckle and thus solidifies the connection between the shaft pipe and manhole cover frame. A mechanical machining of the manhole cover frame for locking is not required.

Die Erfindung ist nicht auf eine der vorbeschriebenen Ausführungsformen beschränkt, sondern in vielfältiger Weise abwandelbar. Beispielsweise kann die Anzahl der Spannmittel und / oder der Haltevorsprünge variiert werden.The invention is not limited to one of the above-described embodiments, but can be modified in many ways. For example, the number of clamping means and / or the retaining projections can be varied.

Sämtliche aus den Ansprüchen, der Beschreibung und der Zeichnung hervorgehenden Merkmale und Vorteile, einschließlich konstruktiver Einzelheiten, räumlicher Anordnungen und Verfahrensschritten, können sowohl für sich als auch in den verschiedensten Kombinationen erfindungswesentlich sein. Bezugszeichenliste 1 Schachtanordnung 25 Spannmittel 26 Haltevorsprung 27 Haltevorsprung 10 Schachtrohr 28 Hinterschnitt 11 erste Rohröffnung 29 Schulter 12 zweite Rohröffnung 30 Auflauffläche 13 Senke 31 freies Ende 14 Senke 33 Spannmittel 15 Auswölbung 34 Spannfläche 16 Auswölbung 35 Spannmittel 36 Verbindungslinie Spannmittel 20 Schachtabdeckungsrahmen 37 Verbindungslinie Haltevorsprünge 21 Abdeckungsaufnahme 22 Einführungsabschnitt Gmin kleinster Gradient 23 Außenumfang Gmax größter Gradient 24 Spannmittel All of the claims, the description and the drawings resulting features and advantages, including design details, spatial arrangements and method steps may be essential to the invention both in itself and in various combinations. <B> LIST OF REFERENCES </ b> 1 shaft arrangement 25 clamping means 26 retaining projection 27 retaining projection 10 manhole pipe 28 undercut 11 first pipe opening 29 shoulder 12 second pipe opening 30 ramp surface 13 depression 31 free end 14 sink 33 clamping means 15 bulge 34 clamping surface 16 bulge 35 clamping means 36 Connecting line clamping device 20 Manhole cover frame 37 Connecting line Holding projections 21 cover recording 22 introduction section G min smallest gradient 23 outer periphery G max largest gradient 24 clamping means

Claims (14)

  1. Shaft arrangement (1) having a shaft covering frame (20) and a shaft tube (10) made of a synthetic material, wherein the shaft covering frame (20) has a tubular insertion section (22), which can be inserted into a first tube opening (11) of the shaft tube (10), characterised in that at least one clamping means (33, 35) is arranged on the insertion section (22), which clamping means elastically enlarges an inner cross-section of the shaft tube (10) in the region of the clamping means (33, 35), and elastically reduces this in the region of the retaining projection (26, 27), when the shaft arrangement (1) is in the assembled state, wherein the retaining projection (26) is moulded into an inner surface of the shaft tube (10) and in the assembled state is connected positively to the shaft tube (10) by plastic deformation of the shaft tube (10).
  2. Shaft arrangement (1) according to claim 1, characterised in that the retaining projection (26, 27) has a run-on surface (30) and a retaining surface (28), wherein the run-on surface (30) faces a free end of the insertion section (22) and the run-on surface (30) extends at a shallower angle to the insertion section (22) than the retaining surface (28), which is in particular formed as an undercut.
  3. Shaft arrangement (1) according to any one of the preceding claims, characterised in that the retaining projection (26, 27) is formed integrally with the shaft covering frame (20).
  4. Shaft arrangement (1) according to any one of the preceding claims, characterised in that the shaft covering frame (20) is made of iron, in particular cast iron.
  5. Shaft arrangement (1) according to any one of the preceding claims, characterised in that the insertion section (22) has a substantially circular radial external diameter at its free end (31) which is less than or equal to a substantially circular inner tube diameter of the tube opening (11) in a pre-assembled state.
  6. Shaft arrangement (1) according to any one of the preceding claims, characterised in that an external diameter over the clamping means (33, 35) is greater than the inner tube diameter of the shaft tube in the pre-assembled state.
  7. Shaft arrangement (1) according to any one of the preceding claims, characterised in that an external diameter over the first retaining projection (26, 27) is smaller than the inner pipe diameter of the tube opening (11) in the pre-assembled state.
  8. Shaft arrangement (1) according to any one of the preceding claims, characterised in that a distance between the retaining projection (26, 27) and the free end (31) of the insertion section (22) is less than between the clamping means (33, 35) and the free end (31).
  9. Shaft arrangement (1) according to any one of the preceding claims, characterised in that the clamping means (33) has a clamping surface (34), which projects from the free end (31) of the insertion section (22) increasing over the inner tube diameter of the shaft tube (10) in the starting position.
  10. Shaft arrangement (1) according to any one of the preceding claims, characterised in that the insertion section (22) has a radially elliptical cross section at least in sections and the retaining projection (26, 27) is arranged in the region of the smallest gradient (Gmin) of the ellipse.
  11. Shaft arrangement (1) according to any one of the preceding claims, characterised in that the insertion section (22) has a radially elliptical cross section at least in sections and the clamping means (33, 35) is formed in the region of the largest gradient (Gmax) of the ellipse.
  12. Shaft arrangement (1) according to any one of the preceding claims, characterised in that two holding projections (26, 27) are provided, which are arranged diametrically opposite each other on the outer circumference (23) of the insertion section (22).
  13. Shaft arrangement (1) according to any one of the preceding claims, characterised in that two clamping means (33, 35) are provided, which are arranged diametrically opposite each other on the outer circumference (23) of the insertion section (22).
  14. Method for producing a shaft arrangement according to any one of claims 1 to 13, comprising the following steps:
    A) Use of a shaft tube (10) with an end-side first tube opening (11), which has a substantially round starting cross section in an unassembled starting position,
    B) Use of a shaft covering frame (20),
    a. which has an insertion section (22) at one end,
    b. wherein the insertion section (22) has at least one clamping means (33, 35) on the radial outer circumference (23) and a first retaining projection (26, 27) arranged rotated at between 70 degrees and 110 degrees to the first clamping means (33, 35),
    C) Insertion of the insertion section (22) of the shaft covering frame (20) into the first tube opening (11) of the plastic pipe (10),
    i. by the starting cross section being elastically widened in a radial first direction (R1) over the first clamping means (33, 35),
    ii. by the starting cross section being elastically narrowed in a radial second direction (R2) oriented at an angle to the first direction (R1) over the retaining means (26, 27), and
    iii. by the formation of a plastically deformed depression (13) in the shaft tube (10) by means of the first retaining projection (26, 27), wherein the retaining projection (26, 27) is positively connected to the shaft tube (10).
EP13165212.5A 2012-05-04 2013-04-24 Shaft assembly and method for producing a shaft assembly Active EP2660393B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL13165212T PL2660393T3 (en) 2012-05-04 2013-04-24 Shaft assembly and method for producing a shaft assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102012008735A DE102012008735A1 (en) 2012-05-04 2012-05-04 Shaft arrangement and method for producing a shaft arrangement

Publications (3)

Publication Number Publication Date
EP2660393A2 EP2660393A2 (en) 2013-11-06
EP2660393A3 EP2660393A3 (en) 2017-03-15
EP2660393B1 true EP2660393B1 (en) 2019-08-07

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EP (1) EP2660393B1 (en)
DE (1) DE102012008735A1 (en)
PL (1) PL2660393T3 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105423032B (en) * 2015-12-16 2018-08-14 中国人民解放军后勤工程学院 The anti-theft type plug-in type trough steel pipe connector that mechanization is laid with can be achieved
CN108978720A (en) * 2017-05-31 2018-12-11 北京元正数据科技有限公司 Intelligent well cover and weighing system

Family Cites Families (4)

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Publication number Priority date Publication date Assignee Title
SE470236B (en) * 1992-05-11 1993-12-13 Uponor Nv Ladder with cover frame
DE20008820U1 (en) 2000-05-16 2000-08-17 Heinrich Meier Eisengießerei GmbH & Co KG, 32369 Rahden Shaft arrangement
DE10111244B4 (en) * 2001-03-09 2007-04-12 Heinrich Meier Eisengiesserei Gmbh & Co Kg Method for producing a channel component made of cast iron
DE102010006381A1 (en) 2010-01-29 2011-08-04 Heinrich Meier Eisengießerei GmbH & Co KG, 32369 shaft arrangement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
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Also Published As

Publication number Publication date
EP2660393A2 (en) 2013-11-06
PL2660393T3 (en) 2020-02-28
EP2660393A3 (en) 2017-03-15
DE102012008735A1 (en) 2013-11-07

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