EP2995723B1 - Cadre d'un dispositif de fermeture de puits - Google Patents

Cadre d'un dispositif de fermeture de puits Download PDF

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Publication number
EP2995723B1
EP2995723B1 EP15184370.3A EP15184370A EP2995723B1 EP 2995723 B1 EP2995723 B1 EP 2995723B1 EP 15184370 A EP15184370 A EP 15184370A EP 2995723 B1 EP2995723 B1 EP 2995723B1
Authority
EP
European Patent Office
Prior art keywords
anchoring ribs
frame according
frame
recesses
skirt
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.)
Active
Application number
EP15184370.3A
Other languages
German (de)
English (en)
Other versions
EP2995723A1 (fr
Inventor
Alfred Fuchs
Harald Gilbert
Arne Stoltenberg
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.)
ACO Ahlmann SE and Co KG
Original Assignee
ACO Severin Ahlmann GmbH and Co KG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ACO Severin Ahlmann GmbH and Co KG filed Critical ACO Severin Ahlmann GmbH and Co KG
Priority to PL15184370T priority Critical patent/PL2995723T3/pl
Publication of EP2995723A1 publication Critical patent/EP2995723A1/fr
Application granted granted Critical
Publication of EP2995723B1 publication Critical patent/EP2995723B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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

Definitions

  • the invention relates to a frame of a manhole cover for manholes, as installed in squares or streets.
  • connection between the frame and the surrounding pavement must be permanently solid or at least even, so that no paving of the pavement in the transition area can take place.
  • Well-known frames for manhole covers usually consist of a cast iron top, on which a surrounding concrete ring is cast (such as from document DE-A1-101 30 082 known).
  • the frames provide for the storage of the manhole cover.
  • the frames especially the tops
  • the invention is based on the object to show a frame of a manhole cover to the effect that a high durability after installation is ensured at low production costs.
  • durability is meant in particular the avoidance of all the above disadvantages.
  • a first essential point of the invention lies in the fact that the entire outwardly open or externally accessible part of the frame is made of plastic, but the vertical loads are passed through the molded base of concrete directly into the shaft structure. Corrosion is thus safely avoided even when attacking de-icing agents. The plastic parts in turn are protected from distortion by the concrete of the base.
  • the upper part with its outer / inner skirt which are each formed circumferentially, protected against distortion during concreting of the lower part.
  • the downwardly projecting aprons improve the adhesion to the lower part of the concrete and thus prevent the edge of the plastic upper part from becoming detached from the concrete.
  • the outer skirt is supported in the adjacent pavement of the traffic area and thus additionally prevents the release of the plastic upper part of the concrete base of the frame.
  • the substantially radially outwardly projecting anchoring ribs are formed at least in pairs to each other in the direction of the outside of the frame diverging. This results in improved adhesion of the upper part of the lower part.
  • the outer skirt and / or the inner skirt have at their lower edges sealing portions for sealing a concrete mold. These seals are pressed (with deformation) so firmly onto the concrete casting mold that, during concreting, the seam between the concrete mold and the plastic part is closed in a liquid-tight manner. This avoids that the plastic part is contaminated by leaking concrete vat.
  • These sealing portions are preferably designed as circumferential sealing lugs with a height of 0.5 and 2 mm (preferably 1 mm). In cross section, these sealing noses can be formed rectangular, triangular or trapezoidal.
  • the lower part is preferably reinforced by a reinforcement.
  • reinforcement suitable here in particular a reinforcing ring, which is cast in the concrete base.
  • the anchoring ribs preferably have holding devices for holding the reinforcing ring (or else several reinforcing rings) before casting on the lower part. If at least some of the anchoring ribs are formed in a staircase, then these steps can form the holding means for the reinforcing ring (or several reinforcing rings), without having to provide separate parts.
  • the upper parts are formed with their anchoring ribs such that two upper parts with mutually facing anchoring ribs under the engagement of the anchoring ribs in spaces between the anchoring ribs can be placed into each other to save space. This results in a considerable Space saving during transport between the place where the upper part made and the place where the lower part is cast.
  • the tops can be designed as closed rings.
  • the upper parts consist of at least two, but preferably of four identical segments, each having at the end connecting means for fixed connection to another segment.
  • a plurality of segments can be cast with a single injection mold of a certain outer dimension.
  • the upper part preferably has recesses and / or depressions for receiving and / or attaching additional parts, e.g. of mud flaps or securing devices for a cover. This results in an increased range of use of the frame.
  • the recesses are closed upwards and open at the bottom.
  • the opening is covered by the frame itself and it can engage bars or the like securing means of a manhole cover.
  • These recesses can be aligned with corresponding recesses formed in the lower part, which is the case in particular when the recesses are open inwards, so that slots are formed continuously from the upper part to the lower part.
  • the embodiment of the frame shown here comprises an upper part 10 made of plastic and a lower part 30 which is molded onto the upper part 10.
  • the upper part 10 consists of four segments 1 to 4, as in particular in the Fig. 1 and 3 is shown. These segments 1 to 4 are firmly connected to each other by connecting means not described in detail herein.
  • the upper part 10 furthermore has an outer skirt 12 and an inner skirt 13.
  • the outer skirt 13 and the inner skirt 14 extend with their outer surfaces flush with the corresponding outer surfaces of the (concrete) lower part 30.
  • sealing portions 15 and 16 come into play when a concrete base 30 is cast on a top 10.
  • the contact pressure is in this case made so strong that the sealing portions 15, 16 deform slightly and ensure an absolute tightness between the upper part 10 and the (not shown) mold. This ensures that no concrete septic tank contaminates the outside of the outer skirt 12 or the inner skirt 13.
  • Anchoring ribs 20 have - as in particular in the 8 and 9 shown - curved portions 21 and 22, which - seen in the radial direction outward - diverge and merge into a connecting portion 23.
  • the curvature of the sections 21, 22 and the divergent construction lead to an improved anchoring of the lower part 30 on the upper part 10.
  • some of the anchoring ribs 20 have steps 24, as shown in FIG Fig. 10 is shown.
  • a reinforcing ring 14 can be inserted so that it lies in the inner corner of the steps 24 of the anchoring ribs 20 thus formed comes, as for example in Fig. 4 is shown.
  • the reinforcing ring is fixed in the radial and vertical directions when casting the lower part 30.
  • the upper part 10 also has closed recesses 17 and open recesses 18 (see in particular Fig. 3 ).
  • the closed recesses 17 are also aligned with corresponding recesses 31 of the lower part 30, as the open recesses 18.
  • the closed recesses 17 are therefore not visible from above, in the installed state of the frame. They can engage with bolts that hold a manhole cover on the frame.
  • the open recesses 18 are intended in this example for inserting a commercially available mud flaps.

Landscapes

  • 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)

Claims (11)

  1. Cadre pour couvercle de puits, incluant
    - une partie supérieure (10) en matière plastique avec des nervures d'ancrage (20) conformées et dépassant vers le bas, et une jupe extérieure (12) dépassant vers le bas et/ou une jupe intérieure (13) dépassant vers le bas, lesquelles forment au moins une partie d'une périphérie extérieure ou respectivement d'une périphérie intérieure du cadre, et
    - une partie inférieure (30) en béton, qui est coulée sur la partie supérieure en enfermant les nervures d'ancrage (20) et en dégageant des surfaces extérieures de la jupe extérieure (12) et de la jupe intérieure (13).
  2. Cadre selon la revendication 1,
    caractérisé en ce que les nervures d'ancrage (20) sont réalisées au moins par paires de manière à diverger l'une par rapport à l'autre en direction d'une face extérieure du cadre (portions 21 et 22).
  3. Cadre selon l'une des revendications précédentes,
    caractérisé en ce que les nervures d'ancrage (20) sont incurvées (21, 22) en forme d'arc.
  4. Cadre selon l'une des revendications précédentes,
    caractérisé en ce que la jupe extérieure (12) et/ou la jupe intérieure (13) comportent au niveau de leurs bordures inférieures des portions d'étanchement (15, 16) pour étancher un moule de coulée de béton.
  5. Cadre selon l'une des revendications précédentes,
    caractérisé par au moins une bague d'armature (14) intégrée par coulée dans la partie inférieure (30).
  6. Cadre selon l'une des revendications précédentes, en particulier selon la revendication 5,
    caractérisé en ce que les nervures d'ancrage (20) comprennent des moyens de retenue (24) pour au moins une bague d'armature (14) avant la coulée de la partie inférieure (30), et en particulier les moyens de retenue (24) incluent des décrochements, par exemple en forme de gradins, des nervures d'ancrage (20).
  7. Cadre selon l'une des revendications précédentes,
    caractérisé en ce que les parties supérieures (10) avec leurs nervures d'ancrage (20) sont conformées de telle façon que deux parties supérieures (10) avec des nervures d'ancrage (20) tournées l'une vers l'autre sont susceptibles d'être placées l'une dans l'autre en économisant de la place avec engagement des nervures d'ancrage (20) dans des espaces intermédiaires entre les nervures d'ancrage (20).
  8. Cadre selon l'une des revendications précédentes,
    caractérisé en ce que les parties supérieures (10) sont composés d'au moins deux et de préférence de quatre segments identiques (1 à 4), qui comportent chacun du côté terminal des moyens de liaison pour la liaison ferme avec un autre segment.
  9. Cadre selon l'une des revendications précédentes,
    caractérisé en ce que la partie supérieure (10) comporte des évidements et/ou des renfoncements (17, 18) pour la réception et/ou la fixation de pièces additionnelles, par exemple des collecteurs de saletés ou des systèmes de blocage d'un couvercle.
  10. Cadre selon l'une des revendications précédentes, en particulier selon la revendication 9,
    caractérisé en ce que l'évidement inclut des évidements fermés vers le haut (17) et ouverts vers le bas (18).
  11. Cadre selon l'une des revendications précédentes, en particulier selon l'une des revendications 9 ou 10,
    caractérisé en ce que les évidements (17, 18) sont agencés de manière à être alignés avec des évidements (31) correspondants réalisés dans la partie inférieure (30).
EP15184370.3A 2014-09-11 2015-09-09 Cadre d'un dispositif de fermeture de puits Active EP2995723B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15184370T PL2995723T3 (pl) 2014-09-11 2015-09-09 Rama pokrywy studzienki

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102014113093.6A DE102014113093A1 (de) 2014-09-11 2014-09-11 Rahmen einer Schachtabdeckung

Publications (2)

Publication Number Publication Date
EP2995723A1 EP2995723A1 (fr) 2016-03-16
EP2995723B1 true EP2995723B1 (fr) 2017-05-17

Family

ID=54072723

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15184370.3A Active EP2995723B1 (fr) 2014-09-11 2015-09-09 Cadre d'un dispositif de fermeture de puits

Country Status (3)

Country Link
EP (1) EP2995723B1 (fr)
DE (1) DE102014113093A1 (fr)
PL (1) PL2995723T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019127486A1 (de) * 2019-10-11 2021-04-15 ACO Severin Ahlmann GmbH & Co Kommanditgesellschaft Schachtrahmen und Schachtabdeckung

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2145143A1 (de) * 1971-09-09 1973-03-15 Buderus Eisenwerk Verfahren zur herstellung eines rahmens fuer schachtabdeckungen, strassenablaeufe u.dgl. und nach dem verfahren hergestellter rahmen
IT222997Z2 (it) * 1990-10-18 1995-05-12 Edil Plast Di Savorani Sandra Telaio componibile, per la definizione e la profilatura dei bordi di pozzetti, canalizzazioni o di aperture in genere
DE4405172C2 (de) * 1994-02-18 1996-08-01 Heinrich Meier Eisengieserei G Rahmen einer kreisrunden Schachtabdeckung
CH694100A5 (de) * 2000-03-06 2004-07-15 Von Roll Infranet Sa Abdeckung für eine Bodenöffnung mit Rahmenteilen mit Steckverbindungsmitteln.
DE10130082B4 (de) * 2001-06-21 2006-02-02 Aco Severin Ahlmann Gmbh & Co. Kg Rahmen für eine Schachtabdeckung
AT504110B1 (de) * 2007-04-04 2008-03-15 Heinrich Meier Eisengiesserei Gussfreundliche schachtabdeckung mit dämpfender einlage

Also Published As

Publication number Publication date
DE102014113093A1 (de) 2016-03-17
EP2995723A1 (fr) 2016-03-16
PL2995723T3 (pl) 2017-10-31

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