EP2761099B1 - Regard de chaussée - Google Patents

Regard de chaussée Download PDF

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Publication number
EP2761099B1
EP2761099B1 EP12740618.9A EP12740618A EP2761099B1 EP 2761099 B1 EP2761099 B1 EP 2761099B1 EP 12740618 A EP12740618 A EP 12740618A EP 2761099 B1 EP2761099 B1 EP 2761099B1
Authority
EP
European Patent Office
Prior art keywords
end side
component
edge
manhole
component according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP12740618.9A
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German (de)
English (en)
Other versions
EP2761099A1 (fr
Inventor
Andreas Geiger
Michael Kostjak
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.)
Swietelsky Baugesellschaft Mbh
Original Assignee
Swietelsky Baugesellschaft Mbh
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Application filed by Swietelsky Baugesellschaft Mbh filed Critical Swietelsky Baugesellschaft Mbh
Publication of EP2761099A1 publication Critical patent/EP2761099A1/fr
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Publication of EP2761099B1 publication Critical patent/EP2761099B1/fr
Not-in-force 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

Definitions

  • the present invention relates to a structural element for connecting a shaft structure to a traffic area surrounding the shaft structure, having a first and a second end face, a front and a rear side, and a lower and a upper side according to the preamble of claim 1.
  • Compactable asphalt pavements are bituminous mixtures of aggregates and bitumen as a binder, which complies with the applicable rules and regulations.
  • the bituminous mixture is applied to the traffic area in a hot condition and is compulsorily fed to compaction by means of compactors.
  • Mastic asphalt is a mixture of fine and coarse aggregates with bituminous binders, such as road construction bitumen acc. ⁇ norm B3610 or polymer modified bitumen acc. ⁇ norm B3613, which is cast in viscous form and also forms a road surface after cooling. In contrast to the above-mentioned asphalt coverings, no compaction is required when using mastic asphalt.
  • bituminous binders such as road construction bitumen acc. ⁇ norm B3610 or polymer modified bitumen acc. ⁇ norm B3613
  • the traffic areas are provided in mostly irregular intervals with vertical from the road surface downwardly extending, substantially cylindrical shape having shaft structures, which have a shaft structure, which will be discussed in more detail later and a passable / accessible Have manhole cover.
  • the manhole covers are planned according to the level of the surrounding road surface to ensure the least possible unevenness when crossing the manhole cover.
  • the present invention aims to prevent or minimize the effects of the mentioned types of damage.
  • both ongoing maintenance measures can be reduced and the service life of the shaft structure and traffic area can be increased.
  • manhole cover, as one of several, the shaft structure constituent components, as well as the components used for connection are actually part of the traffic surface itself, is for the purposes of the present application under traffic area that, the shaft structure or its components and the components surrounding Traffic surface understood.
  • the paving stones are the shaft structure surrounding, often along a circle, lined up, and connected to each other by means of a connector, preferably plaster joint mortar or Bitumenvergussmasse and connected to the shaft structure on the one hand and the traffic area on the other.
  • a connector preferably plaster joint mortar or Bitumenvergussmasse
  • paving stones are produced in diced form. Nevertheless, in order to connect shaft structures of different sizes to traffic areas, the paving stones must be made relatively small in order to be flexible in this regard and to optimally enclose and even connect small sizes of the shaft structures.
  • the smaller the paving stones the higher the laying effort and the thinner the load-bearing layer that they themselves represent. Small stone formats can not contribute to reducing the relative movement between manhole structure and traffic area, so that the damage described above is only slightly reduced.
  • paving stones generally have a polishable surface which, in turn, is a risk factor especially for single-lane vehicles. Cracks within the paving stone construction also shorten their life, since the penetration and freezing of water whose weathering, for example by breaking open the paving stone construction, is accelerated. Also, modification work is difficult because the entire paving stone construction forms a relatively rigid unit, so that individual paving stones are difficult to replace this.
  • the invention has the object to provide an arrangement for connecting a shaft structure to a shaft structure surrounding traffic area available, which ensures a stable and weather-resistant connection, can be used for different manhole structures and can be produced by the application of optimized methods.
  • a further object of the present invention is to provide a method for connecting a shaft structure to a traffic area surrounding the shaft structure.
  • a component for connecting a shaft structure to a traffic area surrounding the shaft structure with a first and second end face, a front and a rear side, and a bottom and a top characterized in that it is at the component of a Mastic asphalt manufactured molded component acts.
  • molded component is understood to mean a component which, in addition to the usual cuboidal shape of conventional components, such as, for example, the paving stones mentioned, may also have different shapes from those.
  • the production of the mold components according to the invention is carried out by casting in a mold, preferably made of steel. The mixture is pourable and spreadable when hot before curing, and requires no condensation work to cure it.
  • the thus-obtained molded component is characterized particularly easy to manufacture, and can be made largely free depending on the mold in its shape.
  • the profile of the second end face can essentially represent the negative contour of the first end side, wherein the negative contour of the first end face is understood to mean the profile of a shape which, when attached to the first end face, covers it in a form-fitting manner and without leaving behind opening areas.
  • Inventive mold components are thus directly and form-fitting can be connected to each other and particularly easy to install.
  • the use of molded components made of mastic asphalt is particularly advantageous when the mold is used in connection with a traffic area made of asphalt (mastic asphalt or compactable asphalt mixes).
  • Form components according to the invention have in this case the largely same modulus of elasticity as the surrounding traffic surface, whereby a relative shift to the asphalt and the associated ramp formation is minimized.
  • the formation of cracks is largely avoided, which is associated with lower wear, increased weather resistance, increased safety and increased ease of use.
  • the proposed mold components made of mastic asphalt are easy to machine and can be milled, for example, in conventional repair work such as conventional asphalt.
  • mold components according to the invention made of mastic asphalt in different sizes can be produced, whereby they can be used for sheathing for various manhole structures.
  • the first and the second end face of a molded component according to the invention in a viewing direction parallel to respective end face in each case a stepped profile, each with at least one step, wherein the edge of the at least one step from the front to the back runs continuously.
  • the at least one step of the first end face is arranged such that its edge is visible in a plan view of the top of the mold component, and that the edge of the at least one step of the second end face is visible in a plan view of the underside of the mold component. In this way, in the case of a juxtaposition of the mold components, the formation of a toothing ensures that enables a stable connection of the mold components.
  • the profile of the first end face exactly two stages and the profile of the second end face exactly one step.
  • the two stages of the first end face are preferably arranged such that their edges are visible in a plan view of the top of the mold component and the one end of the second end preferably arranged such that its edge is visible in a plan view of the underside of the mold component.
  • a plan view of the front side of the molded component therefore shows a shape that is substantially similar to a parallelogram.
  • a first normal distance between the upper side of the molded component and the edge of the uppermost step of the first end face is smaller than a second normal distance between the upper side and the edge of the step of the second end face.
  • a third normal distance between the underside of the mold component and the edge of the bottom is smaller than a fourth normal distance between the bottom and the edge of the step of the second end side, further that the depth of the top nearest step of the first end side is lower than the depth of the closest to the bottom step of the first end face , and in that the depth of the first endmost step of the first end face is preferably equal to the depth of the second end face step, the depths of the steps being measured along each of the same parallels to the front side.
  • Each of these features helps to more closely determine the geometry of the molded component, in particular the geometry of the front sides of the mold component and thus successively improve the teeth during installation, to allow a particularly dense and mechanically stable connection of the mold components, in particular when juxtaposing the mold components to ensure the formation of a Vergussfuge on the surface formed by the mold components, without thereby preventing the frontal contact between individual mold components.
  • the front and rear sides of the molded components are parallel to one another, and each form a section of a cylinder jacket.
  • the latter feature contributes to the fact that a self-contained circular ring of molded components can be created by appropriate juxtaposition of molded components.
  • a mold component according to the invention is closed on all sides.
  • a closed structure is also easy to implement and low production costs.
  • the top of the molded component from the solidified mastic asphalt outstanding, coarse-grained elements, preferably hard chippings, in order to make the surface rough and handy. This can additionally reduce the risk of accidents when walking or otherwise crossing the mold component.
  • the problem underlying the invention is further solved by an arrangement for connecting a shaft structure to the traffic area surrounding the shaft structure, wherein the arrangement comprises a plurality of mold elements according to the invention, which are arranged completely surrounding the shaft structure between this and the traffic area, wherein the first end face a mold component, the second end face of another mold component of the plurality of mold members is contacted at least along a portion or edge and connected to a connecting means and the front sides of the plurality of mold members are connected via a further connecting means to the manhole structure preferably the manhole frame and the rear sides of Most of the mold components are connected via an additional connection means with the traffic area.
  • the above-mentioned bonding agents are commercially available hot bitumen casting compounds with polymer-modified bitumen. This is for the dense Connection of the mold components particularly well suited because it has water-repellent properties, can be cast in a simple manner hot in joints and this melting and sealing closes, but also has good mechanical properties, as they are necessary for the connection of mold components together.
  • the bitumen emulsion is preferably a bitumen water emulsion with 40% to 60% saturation, which particularly preferably have emulsifiers.
  • Fig.1 and 2 each show an axonometric view of a component in the form of a molded component 1 according to the invention.
  • FIG.1 and 2 already a particularly preferred geometry of a molded component 1 according to the invention, in which the front and back 4, 5 are arranged parallel to each other and each form a portion of a cylinder jacket.
  • the component according to the invention can have any shape.
  • the following explanations are therefore also valid for mold components according to the invention in which the front and rear sides 4, 5 deviate from the shape of a cylinder jacket section, in particular represent planar surfaces.
  • a rear side 5 opposite the front side 4 two end faces 2, 3 and an upper side 7 and a lower side 6 are recognizable.
  • the first and second end faces 2, 3 each have a stepped profile which, when the mold components are lined up, permits a type of toothing ,
  • the first end face 2 has exactly two steps 8, 9 and the second end face 3 has exactly one step 10. These steps run continuously from the front side 4 to the opposite back side 5.
  • the steps 8, 9 each have an edge 11 and 12, wherein edge 11 is formed by a height of the step 8 determining end face 20 and a top surface 7 facing surface 21 and edge 12 by a height of the step 9 determining end face 22 and one of the top 7 facing surface 23 is formed.
  • edge 11 is formed by a height of the step 8 determining end face 20 and a top surface 7 facing surface 21 and edge 12 by a height of the step 9 determining end face 22 and one of the top 7 facing surface 23 is formed.
  • the orientation of the Both stages 8, 9 of the first end face 2 takes place so that their edges 11, 12 can be seen in a plan view of the upper side 7 of the molded component 1.
  • the edge 13 of the step 10 of the second end face 3 is formed by a (in FIG. 1 concealed) end face 24 and one of the bottom 6 facing surface 25.
  • the orientation of the step 10 is carried out so that the edge 13 is visible in a plan view of the bottom 6 of the molded component 1.
  • Top 7 and the bottom 4 are perpendicular to the front 4 and the back 5 of the molded component 1.
  • the edges 11, 12 and 13 forming surfaces are each at right angles to each other, the surfaces 21, 23 and 25 are aligned parallel to the top 7 ,
  • a first normal distance between the top 7 and the edge 12 is smaller than a second normal distance between the top 7 and the edge 13th
  • the depth 35 of the step 9, measured along a parallels to the front side 4 is less than the depth 36 of the step 8 measured along the same parallels to the front side 4, and the depth 36 of the step 8 is equal to the depth 37 of FIG Level 10, respectively measured along the same parallels to the front side 4, in order to form a frontal row of mold components 1a,..., 1n (see FIG Fig. 6 ) to allow contact of the respective first end face 2 with the respective second end face 3.
  • the molded component 1 may have openings or cavities. In the FIGS. 1 to 7 However, a closed mold component 1 is shown which has no cavities.
  • the top 7 can in the FIGS. 1 to 7 not shown, outstanding, coarse-grained elements, preferably hard chippings, to make their surface rougher.
  • FIG. 6 An inventive arrangement of mold components 1a, ..., 1n is in FIG. 6 shown as a plan view in the direction of the upper sides 7 of the mold components 1a, ..., 1n.
  • a plurality of mold components 1a,..., 1n are arranged around a shaft structure 18, which is closed off in the region of a traffic surface 19 with a manhole cover 17.
  • the first face 2 of a die 1a contacts the second face 3 of another die 1b of the plurality of dies 1a, ..., 1n, either over the face 20 of the step 8 and set face 26 of the step 10 or over the face 22 of the step 9 and the end face 24 of the step 10 or over all of the latter end faces / setting surface 20,22,24,26 wherein the mold elements 1a, ..., 1n the shaft structure 18 are arranged completely surrounding between this and the traffic area 19.
  • a Vergussfuge 15 is formed is, which is filled with a bonding agent, preferably bitumen 14.
  • Figure 7 shows a sectional view of an inventive arrangement, ie the shaft structure 18, a traffic area 19 and the mold component 1 in the installed state.
  • the manhole frame 16 carries therein the manhole cover 17, and is surrounded by the mold components 1 according to the invention.
  • the manhole frame 16 is optionally on the balancing ring 27, which allows easy adjustment of manhole frame levels. Below this is usually a shaft cone 28, the diameter of which generally widens with increasing distance from the manhole frame 16.
  • the mold components 1a,..., 1n rest in a grit bed 29, which is piled up, for example, on a freezer box 30, which in turn often carries a bituminous base layer 31 followed by a bituminous top layer 32 of mastic asphalt or compactable asphalt mix.
  • Fig. 8 in accordance with the arrangement according to the invention two juxtaposed form components 1a, 1b can be seen in section, in particular the formation of the Vergussfuge 15 due to the fact that a first normal distance between the top 7 of the molded component 1a and the edge 12 of the top 7 nearest stage 9 of the first Front side 2 is smaller than a second normal distance between the upper side 7 and the edge 13 of the step 10 of the second end face 3 of the molded component 1 b.
  • a plurality of molded structural elements 1a,..., 1n according to the invention are strung together to completely enclose the shaft structure 18.
  • the underside 6 contacted a substrate (made of unbound rock materials), which may be designed as a grit bed 29.
  • the mold components 1a,... N contact one another, wherein the contact between in each case two mutually contacting mold components 1a and 1b takes place via the end faces 2, 3, more precisely via the end faces 20 and 22 or 24 and 26 as well as the surfaces 21 and 25.
  • both the surface 21 with a connecting means, preferably bitumen 14, coated as well as the Vergussfuge 15 by means of the connecting means, preferably bitumen 14, are poured out.
  • connection of the mold components 1a,... N with the traffic surface 19 is likewise effected by means of a connecting means, preferably bitumen 14.

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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)

Claims (15)

  1. Élément de construction pour raccorder un cuvelage de puits (18) à une chaussée (19) entourant le cuvelage de puits (18), avec une première face frontale et une deuxième (2, 3), une face avant et une face arrière (4, 5) et une face inférieure et une face supérieure (6, 7), caractérisé en ce qu'il s'agit d'un élément de construction mis en forme (1) fabriqué en asphalte moulé.
  2. Élément de construction selon la revendication 1, caractérisé en ce que la première face frontale et la deuxième (2, 3) présentent chacune, vues parallèlement à la face frontale (2, 3) en question, un profil en gradins avec au moins un gradin, l'arête (11, 12, 13) de l'au moins un gradin étant continue de la face avant à la face arrière (4, 5).
  3. Élément de construction selon la revendication 2, caractérisé en ce que l'arête de l'au moins un gradin de la première face frontale (2) est visible dans une vue de dessus de la face supérieure (7) et en ce que l'arête de l'au moins un gradin de la deuxième face frontale (3) est visible dans une vue de dessus de la face inférieure (6).
  4. Élément de construction selon la revendication 2 ou 3, caractérisé en ce que le profil de la première face frontale (2) présente exactement deux gradins (8, 9) et celui de la deuxième face frontale (3) exactement un gradin (10).
  5. Élément de construction selon l'une des revendications 2 à 4, caractérisé en ce qu'une première distance normale entre la face supérieure (7) et l'arête (12) du gradin (9) de la première face frontale (2) le plus proche de la face supérieure (7) est plus petite qu'une deuxième distance normale entre la face supérieure (7) et l'arête (13) du gradin (10) de la deuxième face frontale (3).
  6. Élément de construction selon l'une des revendications 2 à 5, caractérisé en ce qu'une troisième distance normale entre la face inférieure (6) et l'arête (11) du gradin (8) de la première face frontale (2) le plus proche de la face inférieure (6) est plus petite qu'une quatrième distance normale entre la face inférieure (6) et l'arête (13) du gradin (10) de la deuxième face frontale (3).
  7. Élément de construction selon l'une des revendications 2 à 6, caractérisé en ce que la profondeur (35) du gradin (9) de la première face frontale (2) le plus proche de la face supérieure (7), mesurée le long d'une parallèle à la face avant (4), est plus petite que la profondeur (36) du gradin (8) de la première face frontale (2) le plus proche de la face inférieure (6), mesurée le long de la même parallèle à la face avant (4).
  8. Élément de construction selon l'une des revendications 2 à 7, caractérisé en ce que la profondeur (36) du gradin (8) de la première face frontale (2) le plus proche de la face inférieure (6), mesurée le long d'une parallèle à la face avant (4), est égale à la profondeur (37) du gradin (10) de la deuxième face frontale (3), mesurée le long de la même parallèle à la face avant (4).
  9. Élément de construction selon l'une des revendications 1 à 8, caractérisé en ce que ses faces avant (4) et arrière (5) sont parallèles l'une à l'autre et forment de préférence chacune un segment d'une enveloppe cylindrique.
  10. Élément de construction selon l'une des revendications 1 à 9, caractérisé en ce que l'élément de construction mis en forme (1) est fermé de toutes parts.
  11. Élément de construction selon l'une des revendications 1 à 10, caractérisé en ce que la face supérieure (7) présente des éléments à gros grains dépassants de l'asphalte moulé, de préférence des gravillons durs.
  12. Disposition pour raccorder un cuvelage de puits (18) à une chaussée (19) entourant le cuvelage de puits (18), caractérisée en ce que la disposition comprend plusieurs éléments de construction mis en forme (1a,..., 1n) selon l'une des revendications 1 à 11, qui sont disposés en entourant complètement le cuvelage de puits (18), et en particulier un cadre de regard (16) du cuvelage de puits (18), entre celui-ci et la chaussée (19), la première face frontale (2) d'un élément de construction mis en formes (1a) venant en contact avec la deuxième face frontale (3) d'un autre élément de construction mis en forme (1b) parmi les plusieurs éléments de construction mis en forme au moins le long d'un segment ou d'une arête et lui étant reliée avec un moyen de liaison (14) et les faces avant (4) des plusieurs éléments de construction mis en forme (1a,..., 1n) étant reliées par un autre moyen de liaison (33) avec le cuvelage de puits (18), de préférence avec le cadre de regard (16), et les faces arrière (5) des plusieurs éléments de construction mis en forme (1a,..., 1n) étant reliées par un moyen de liaison supplémentaire (34) à la chaussée (19).
  13. Disposition selon la revendication 12, caractérisée en ce que le contact entre les deux faces frontales (2, 3) de deux éléments de construction mis en forme (1a, 1b) venant en contact par leur intermédiaire se produit par l'intermédiaire de la face frontale (22) du gradin (9) de la première face frontale (2) le plus proche de la face supérieure (7) et une face frontale (24) du gradin (10) de la deuxième face frontale (3).
  14. Disposition selon l'une des revendications 12 ou 13, caractérisé en ce que le moyen de liaison (14), l'autre moyen de liaison (33) et le moyen de liaison supplémentaire (34) sont une masse de bitume pour enrobage à chaud.
  15. Procédé de fabrication d'une disposition selon l'une des revendications 12 à 14 pour la liaison d'un cuvelage de puits (18) à une chaussée (19) entourant le cuvelage de puits (18), caractérisé en ce qu'il comprend les étapes suivantes :
    - de préférence, enduction des surfaces (21) des gradins (8) des premières faces frontales (2) les plus proches de la face inférieure (6) des plusieurs éléments de construction mis en forme (1a,..., 1n) selon l'une des revendications 1 à 11 avec une émulsion de bitume à froid ;
    - pose des plusieurs éléments de construction mis en forme (1a,..., 1n) autour du cadre de regard (16) du cuvelage de puits (18) en entourant complètement celui-ci, la première face frontale (2) d'un premier élément de construction mis en forme (1a) étant en contact avec une deuxième face frontale (3) d'un deuxième élément de construction mis en forme (1b) parmi les plusieurs éléments de construction mis en forme (1a,..., 1n) au moins le long d'un segment ou d'une arête ;
    - enrobage des joints d'enrobage (15) formés entre les éléments de construction mis en forme (1a,..., 1n) le long de la face frontale (24) et des interstices formés entre les éléments de construction mis en forme (1a,..., 1n) et la chaussée (19) ou le cadre de regard (16) avec des moyens de liaison (14, 33, 34), de préférence une masse de bitume pour enrobage à chaud.
EP12740618.9A 2011-09-27 2012-07-31 Regard de chaussée Not-in-force EP2761099B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATGM528/2011U AT12746U1 (de) 2011-09-27 2011-09-27 Bauelement zur anbindung eines schachtbauwerks an eine das schachtbauwerk umgebende verkehrsfläche
PCT/EP2012/064967 WO2013045136A1 (fr) 2011-09-27 2012-07-31 Élément pour relier une construction de puits à une surface de circulation entourant la construction de puits

Publications (2)

Publication Number Publication Date
EP2761099A1 EP2761099A1 (fr) 2014-08-06
EP2761099B1 true EP2761099B1 (fr) 2016-02-10

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Application Number Title Priority Date Filing Date
EP12740618.9A Not-in-force EP2761099B1 (fr) 2011-09-27 2012-07-31 Regard de chaussée

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EP (1) EP2761099B1 (fr)
AT (1) AT12746U1 (fr)
WO (1) WO2013045136A1 (fr)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4998387A (en) * 1989-09-25 1991-03-12 Geiger Robert A Cover assembly for a ground opening
DE10158389C2 (de) * 2001-11-28 2003-12-11 Bartolo Vienna Schachtabdeckung
WO2005085536A1 (fr) * 2004-02-17 2005-09-15 Davis Richard B Adaptation de trappes d'acces a une installation
DE102010007863A1 (de) * 2010-02-13 2011-08-18 Hester, Rudi, 69214 Dichtungsvorrichtung und Straßenkappen

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WO2013045136A1 (fr) 2013-04-04
EP2761099A1 (fr) 2014-08-06
AT12746U1 (de) 2012-10-15

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