EP2505721B1 - Chapiteau de route - Google Patents

Chapiteau de route Download PDF

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Publication number
EP2505721B1
EP2505721B1 EP11194866.7A EP11194866A EP2505721B1 EP 2505721 B1 EP2505721 B1 EP 2505721B1 EP 11194866 A EP11194866 A EP 11194866A EP 2505721 B1 EP2505721 B1 EP 2505721B1
Authority
EP
European Patent Office
Prior art keywords
road
frame
concrete support
support body
closure element
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
EP11194866.7A
Other languages
German (de)
English (en)
Other versions
EP2505721A1 (fr
Inventor
Wolfgang Kolb
Manfred Künze
Nico Leber
Stefan Weis
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.)
Meierguss Sales and Logistics GmbH and Co KG
Original Assignee
Meierguss Sales and Logistics 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 Meierguss Sales and Logistics GmbH and Co KG filed Critical Meierguss Sales and Logistics GmbH and Co KG
Priority to PL11194866T priority Critical patent/PL2505721T3/pl
Publication of EP2505721A1 publication Critical patent/EP2505721A1/fr
Application granted granted Critical
Publication of EP2505721B1 publication Critical patent/EP2505721B1/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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06—Gully gratings

Definitions

  • the invention relates according to the preamble of claim 1 a street tower.
  • Road tops are used to close shafts and consist of a frame and a closure element.
  • Road mats are used, for example, in road construction as rectangular, square and round designs for use in the roadway or at the edge of the road and in particular also adjacent to a walkway. But they can also be found in warehouses, parking areas and the like.
  • the surface of the closure element has a desk shape, a gutter shape or a trough shape.
  • a gutter shape or a trough shape In a arranged on the edge of the road gutter are preferably rectangular street essays with desk shape used so that the gutter and street essay flush.
  • Trough-shaped roadside attachments are advantageous in a recessed channel, into which the surface water flows in the direction of the shaft.
  • the closure elements In order to allow the passage of water or other medium, the closure elements have slots, which is why they are also referred to as rust.
  • the closure element, the frame and the shaft are burdened by high and regularly occurring forces by crossings of vehicles.
  • the problem here is that the shaft often can not absorb these forces permanently and is damaged.
  • the framework that becomes the Closing element receives, no longer sufficiently supported by the shaft and it comes to subsidence damage.
  • the frame sinks in the surrounding material, eg asphalt.
  • the road surface becomes uneven and overhanging asphalt is susceptible to mechanical stress, so that pieces of asphalt can break out here.
  • water can penetrate between the frame and the asphalt and cause additional frost damage in winter.
  • Street essays that are not completely surrounded by a single material are also critical.
  • here are the street essays in the gutter or at the edge of the road to call. These are usually surrounded on one side by asphalt, on two sides by gutters and on the fourth side by curb or banquet. Due to the different support force of the different materials, e.g. also due to different compression, such road surfaces can tilt by the loads occurring.
  • So revealed DE 903 00 698 T2 a method of replacing a manhole frame in which a hemispherical portion of a paved road is cut around the manhole frame.
  • an iron rod net can be arranged in the filler. In this way, the manhole frame is better supported.
  • an iron bar net is only suitable for bonding ambient materials such as asphalt, mortar or concrete. In non-setting materials, the reinforcement sinks quickly and offers little support.
  • AT 37 919 E shows a cover for a rectangular man-entry hole, wherein the frame is made of aluminum extrusion parts. These extrusions have reinforcement similar Design geometries that lead to an improved connection in the surrounding material. Such a cover is not suitable for loads such as those encountered on the road, since aluminum is too easily deformed and expensive. In addition, only square frames can be made hereby.
  • US Pat. No. 3,975,870 also describes a rectangular frame of extruded aluminum parts.
  • it provides tie rods, so that the frame can not be pulled out of the surrounding material.
  • Such a cover is not suitable for loads such as those encountered on the road, since aluminum is too easily deformed and expensive.
  • only square frames can be made hereby.
  • the tie rods shown also prevent primarily pulling out and not sinking into the material. Similar to reinforcements, tie rods are more suitable for bonding environment materials, otherwise they can slowly migrate under load in the material.
  • DE 20 2005 012 306 U1 a suitable for roadway manhole frame, which is secured by tie rods before sinking into the surrounding material.
  • Another disadvantage is that they are only suitable for setting ambient materials, since they can otherwise migrate slowly under load in the material.
  • a disadvantage of the manhole cover is that it can not be used at all positions due to the round shape, on which street attachments are to be provided. In particular, such a manhole cover can not be used in the gutter.
  • the object of the invention is to develop a street tower, which has an improved force introduction into the environment and a long, maintenance-free life.
  • the street tower should be variably designed according to the intended use position. Farther should the production and material costs for such a manhole cover the previous not significantly exceed and later assembly be easy to handle.
  • the invention relates to a road attachment for a shaft, comprising a round or square closure element and a frame, wherein the road attachment has a desk shape, a gutter shape or a trough shape, wherein the frame is formed in two parts from a casting receptacle for receiving the closure element and a concrete support body, wherein the concrete support body and the cast receptacle are connected to one another in a positive and cohesive manner on one side, the cast receptacle projects beyond the concrete support body in the direction of the closure element, and the concrete support body has an outer side surface tapering downwards.
  • the concrete support body is particularly well suited for this because it can absorb high pressure forces and has a long service life. Liquid concrete can be cast on the casting by means of a mold and, after hardening, forms a positive and cohesive connection with the casting. An inverse production would be conceivable in which a cured concrete support member could serve as part of a casting mold for the casting.
  • the frame By making the frame as a unit this can be used in any openings, provided they provide this sufficient space.
  • the remaining gap is then filled with material such as asphalt, gravel or the like. It is not necessary to create a conical milling, which restricts not only the increased workload but also the design of the road attachment. According to the invention it is now possible not to install round, especially square, frame. This reduces assembly costs and the location becomes flexible.
  • a design of the frame and the closure element as a gutter shape is particularly interesting, preferably in combination with a rectangular shape.
  • a cast receiver and a concrete support element with a different basic shape.
  • a rectangular casting receptacle for a rectangular closure element could be connected to a round concrete support element.
  • the rectangular Guss technique could thus be used in a round milling, if a construction company preferably works with such a router.
  • the casting receptacle projects beyond the concrete support body in the direction of the closure element, it is possible to form the road surface ceiling as far as the casting receptacle. This is visually advantageous and the concrete support body is thus not only supported from below, but also enclosed from above, so that a tilting moment on the street essay counteracts a compressive force from above the concrete support body. In particular, at the edge of the road thereby tilting away from the roadway is prevented.
  • At least one on the side force and / or form-fitting arranged reinforcing element is at least one on the side force and / or form-fitting arranged reinforcing element.
  • a reinforcing element can significantly improve the connection between the concrete support body and the cast seat.
  • the reinforcement is designed so that the concrete undergoes primarily compressive forces and the reinforcement absorbs the tensile forces.
  • the reinforcement additionally enables a reinforced connection between the casting receptacle and the concrete support body in certain directions. This is particularly important if the concrete support body does not completely surround the casting receptacle.
  • the side of the casting receptacle has at least one recess and / or at least one elevation. These may be webs or grooves, for example.
  • the connection between the concrete support body and casting receptacle is also improved.
  • the invention may further provide that a height of the concrete support body is greater than a height of the cast receptacle. This allows a significant increase in the outer side surface and the load transfer into the surrounding material is improved.
  • a trained concrete support body can also be used to center the frame on the shaft.
  • an elastomer is arranged between the street tower and the shaft.
  • the loads on the road top are derived primarily through the surrounding material and the shaft is relieved. A significantly extended life of the shaft is the result.
  • the elastomer may be attached to the underside of the road attachment prior to insertion. As a result, a shock protection would already be given during transport.
  • a particularly advantageous embodiment of the invention provides that the concrete support does not completely surround the casting receptacle on the circumference, in particular not on a sidewalk side. This makes it possible to position the street tower in close proximity to a non-removable body.
  • the most common case here is a curb that reaches well below the road surface. The usual is here in relation to the visible supernatant 2 to 7 times as large insertion depth.
  • such a street tower can also be used directly on a wall of a house, tunnel or the like.
  • FIG. 1 shows a road essay 1 with desk shape 6 on a shaft 2, consisting of a square closure element 3 and a frame 4.
  • the frame 4 is formed in two parts from a cast seat 41 for receiving the closure element 3 and a concrete support body 44, the latter and the cast seat 41 at one side 42 are positively and materially connected to each other.
  • the concrete support body 44 completely encloses the casting receptacle 41 on the circumference.
  • the cast receiver 41 projects beyond the concrete support body 44 in the direction of the closure element 3, and the concrete support body 44 has a downwardly tapering outer side surface 45.
  • a frame 1 is shown with console shape 6, consisting of a square closure element 3 and a frame 4.
  • the frame 4 is formed in two parts from a cast receptacle 41 for receiving the closure element 3 and a concrete support body 44, the latter and the casting receptacle 41 on one side 42nd are positively and materially interconnected.
  • a reinforcing element 43 is arranged on this side 42 in a non-positive and / or form-fitting manner.
  • the concrete support body 44 does not completely surround the casting receptacle 41 on the circumference. This page can be arranged, for example, as sidewalk side GS on a curb.
  • the casting receptacle 41 projects beyond the concrete support body 44 in the direction of the closure element 3, and the concrete support body 44 has a downwardly tapering outer side surface 45 with a depression 90 in the form of a groove.
  • FIG. 3 describes a road essay 1 with trough shape 8, consisting of a round closure element 3 and a frame 4.
  • the frame 4 is formed in two parts from a casting receptacle 41 for receiving the closure element 3 and a square concrete support body 44, the latter and the casting receptacle 41 on one side 42nd are positively and materially interconnected.
  • This page 42 has to see a survey 91 as seen in view EE.
  • the concrete support body 44 completely surrounds the casting receptacle 41 peripherally.
  • the casting receptacle 41 projects beyond the concrete support body 44 in the direction of the closure element 3, and the concrete support body 44 has a downwardly tapering outer side surface 45.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)

Claims (5)

  1. Dispositif de couronnement de route (1) pour un regard (2), constitué d'un élément de fermeture (3) rond ou carré et d'un cadre (4), le dispositif de couronnement (1) ayant une forme de pupitre (6), de caniveau (7) ou de cuvette (8) et le cadre (4) étant conçu en deux parties avec un logement de fonte (41) destiné à recevoir l'élément de fermeture (3) et avec un corps de soutien en béton (44), caractérisé en ce que le corps de soutien en béton (44) et le logement de fonte (41) sont assemblés l'un à l'autre d'un côté (42) par concordance de forme et de matière, en ce que le logement de fonte (41) dépasse le corps de soutien en béton (5) en direction de l'élément de fermeture (3) et en ce que le corps de soutien en béton (44) a une surface latérale (45) extérieure qui se rétrécit vers le bas.
  2. Dispositif de couronnement de route (1) selon l'une des revendications précédentes, caractérisé en ce que, sur le côté (42), au moins un élément d'armature (43) est agencé par adhérence et/ou par concordance de forme.
  3. Dispositif de couronnement de route (1) selon l'une des revendications précédentes, caractérisé en ce que le côté (42) a au moins un creux (90) et/ou au moins une bosse (91).
  4. Dispositif de couronnement de route (1) selon l'une des revendications précédentes, caractérisé en ce qu'un élastomère est agencé entre le dispositif de couronnement (1) et le regard (2).
  5. Dispositif de couronnement de route (1) selon l'une des revendications précédentes, caractérisé en ce que le corps de soutien en béton (44) n'entoure pas complètement le logement de fonte (41) sur tout son périmètre, et en particulier ne l'entoure pas au niveau d'un côté de trottoir (GS).
EP11194866.7A 2011-01-25 2011-12-21 Chapiteau de route Active EP2505721B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11194866T PL2505721T3 (pl) 2011-01-25 2011-12-21 Wpust uliczny

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202011000182U DE202011000182U1 (de) 2011-01-25 2011-01-25 Straßenaufsatz

Publications (2)

Publication Number Publication Date
EP2505721A1 EP2505721A1 (fr) 2012-10-03
EP2505721B1 true EP2505721B1 (fr) 2016-03-02

Family

ID=45421945

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11194866.7A Active EP2505721B1 (fr) 2011-01-25 2011-12-21 Chapiteau de route

Country Status (3)

Country Link
EP (1) EP2505721B1 (fr)
DE (1) DE202011000182U1 (fr)
PL (1) PL2505721T3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2692951B1 (fr) * 2012-07-31 2015-05-06 Senn AG Couvercle de logement et procédé destiné à la fabrication d'un couvercle de logement
GB201705792D0 (en) * 2017-04-11 2017-05-24 Brooksbank Andrew Charles Monitoring access cover

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3975870A (en) 1974-09-05 1976-08-24 Hiromitsu Naka Floor hatch
ATE37919T1 (de) 1983-08-18 1988-10-15 Anthony Richard Centa Deckel fuer einsteigschaechte.
DE20122452U1 (de) 2000-08-22 2005-10-20 Stehr, Jürgen Schachtdeckelauflage
DE10041247B4 (de) 2000-08-22 2004-02-05 Jürgen Stehr Verfahren zum Freifräsen eines Schachtdeckels und/oder einer Schachtdeckelauflage sowie Vorrichtung zur Durchführung des Verfahrens
JP3522268B2 (ja) * 2002-04-26 2004-04-26 志賀産業株式会社 マンホール蓋を含む枠取替え工法
DE20317483U1 (de) 2003-11-13 2004-02-12 Heinrich Meier Eisengiesserei Gmbh & Co Kg Straßenaufsatz mit federnd zentriertem Rost
DE102004053188A1 (de) 2004-11-04 2006-05-24 Lic Langmatz Gmbh Abdeckung eines in den Boden eingelassenen, vorzugsweise betonierten Schachtes
DE202005012306U1 (de) 2005-08-02 2005-12-08 Stehr, Jürgen Vorrichtung zur Lastabtragung von Kanaldeckeln oder Straßenkappen
DE102006056936A1 (de) * 2006-11-30 2008-06-05 Buderus Kanalguss Gmbh Verfahren zum Einbau einer Schachtabdeckung sowie die zugehörige Schachtabdeckung
DE202008005789U1 (de) * 2008-04-25 2008-07-10 Stehr, Jürgen Auflage für Kanaldeckel
DE102009049288A1 (de) * 2009-10-13 2011-04-14 Buderus Kanalguss Gmbh Abdeckung mit verschleißfester Oberfläche sowie Verfahren zu dessen Herstellung

Also Published As

Publication number Publication date
DE202011000182U1 (de) 2012-01-30
EP2505721A1 (fr) 2012-10-03
PL2505721T3 (pl) 2016-08-31

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