EP1030949B1 - Dispositif de voirie de forme carree ou rectangulaire comprenant un cadre support et un element de recouvrement - Google Patents
Dispositif de voirie de forme carree ou rectangulaire comprenant un cadre support et un element de recouvrement Download PDFInfo
- Publication number
- EP1030949B1 EP1030949B1 EP19980954517 EP98954517A EP1030949B1 EP 1030949 B1 EP1030949 B1 EP 1030949B1 EP 19980954517 EP19980954517 EP 19980954517 EP 98954517 A EP98954517 A EP 98954517A EP 1030949 B1 EP1030949 B1 EP 1030949B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- frame
- bearing surfaces
- sloping
- counterbearing
- support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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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 present invention relates to a device for roads of the type comprising two main parts having in plan a general square or rectangular shape, namely a fixed frame intended to be sealed in the ground and a covering element, in particular a buffer or a grid, supported by this framework which, under the conditions installation, has two horizontal support surfaces arranged near two adjacent corners and two sloping bearing surfaces located near the two other corners of the frame, these four bearing surfaces being adapted to cooperate with bearing surfaces complementary to the underside of the covering element.
- the invention applies in particular to devices for closing of inspection or inspection chimneys water network such as manholes or sidewalk manholes, or closing devices technical pits allowing access to an underground network telecommunications, television or other cables. She also applies to crowning devices manholes such as street gates.
- a road system of this type is known from document DE-B-1104447 where the two sloping bearing surfaces are tilted down and tilted towards each other.
- the buffer is not in equilibrium stable on its support frame only when subjected to its single weight or when subjected to a vertical load which is exercised inside a defined equilibrium triangle approximately by the two corners where the horizontal and middle supports on the opposite side.
- the present invention therefore aims to overcome of these disadvantages and to make sure that whatever either the point of application of the load on the element of overlap, the latter always rests on the four support surfaces of the frame, so as to prevent any limping phenomenon.
- the invention relates to a device of the aforementioned type of road where the sloping bearing surfaces are inclined downwards towards the surfaces horizontal supports and where the frame is provided, close each sloping bearing surface, a projection interior having, facing the bearing surface in corresponding slope, a lateral abutment surface which in plan is oriented obliquely to the face side of the frame adjacent to the two bearing surfaces in slope, the two abutment surfaces extending towards inside the frame in directions that converge and being intended to cooperate with abutment surfaces complementary to the element of recovery.
- the road system shown schematically in Figs. 1 and 2 is for example a pit hatch which, installed on the roadway (not shown) or on a comparable surface, covers a technical access chamber to an underground network of cables or the like, the hatch ensuring the closure of this room.
- This device consists of two main parts, in particular in ductile iron, namely a support frame 1 fixed and a removable pad 2 which constitutes an element of frame overlap.
- the two parts 1, 2 are shown disassembled on the Fig. 1, in a position where the buffer 2 is ready to be mounted on its support frame 1.
- Frame 1 has a generally square shape in plan or rectangular and has a vertical skirt 3 provided at its base of a peripheral sole (not shown) intended to allow the frame to be sealed in the ground or on a support structure such as concrete for example.
- Two adjacent corners 4A, 4B of frame 1 are fitted each of a relief relief SA, 5B at higher range parallel to the plane of the frame, thus defining two surfaces horizontal support 6A, 6B. These are coplanar and are located approximately halfway up the skirt 3.
- the other two corners 4C, 4D of the frame are equipped each of a relief relief 5C, 5D at higher range extending from the top of the skirt 3 towards the base of the frame and in the direction of the relief relief horizontal 5B, 5A located opposite, thus defining two sloping bearing surfaces 6C, 6D; these are coplanar and realize an angle ⁇ with the vertical between 15 ° and 45 ° approximately, and preferably between between 20 ° and 35 °.
- the frame 1 is internally provided with a projection 7C, 7D which extends in height from the base of the frame to about three-quarters of the skirt 3 of the frame and which, in plan, extends horizontally in a direction substantially parallel to the lateral face 8 of the frame adjacent to the two reliefs with sloping support surfaces 6C, 6D, each of the two projections 7C, 7D being integral with one side of the frame perpendicular to said lateral face 8.
- Each of the two projections 7C, 7D also has, opposite the sloping bearing surface 6C, 6D corresponding, a lateral abutment surface 9C, 9D which, in the example described, is plane is substantially vertical (except for the draft); this counter-bearing surface could also be undercut, the angle tilt relative to the vertical then being less than or equal to the angle ⁇ of inclination of the surfaces slope support 6C, 6D.
- the two counter-bearing surfaces 9C, 9D are arranged symmetrically to the vertical plane median perpendicular to the lateral face 8 of the frame, which more generally forms a plane of symmetry of the frame, and each of them is oriented obliquely to at the side of the frame whose corresponding projection 7C, 7D is united; each counter-bearing surface 9C, 9D is therefore also oriented obliquely to the face side 8 of the frame and achieves with respect to the surface slope support 6C, 6D located opposite, in a plane horizontal, an angle ⁇ which is between 10 ° and 30 ° approximately, and preferably between 15 ° and 25 °.
- the two counter-bearing surfaces 9C, 9D are therefore directed towards the lateral face 8 of the frame and defining each with the sloping bearing surface 6C, 6D facing, in horizontal section, a V-profile open to the outside of the frame.
- the pad 2 essentially comprises a planar veil 10 generally square or rectangular corresponding to that of frame 1, and of slightly smaller dimensions to the internal dimensions of the skirt 3 of the frame.
- buffer 2 has four reliefs in its corners support 11A, 11B, 11C, 11D integral with the underside of the web 10 and intended to cooperate with the four reliefs corresponding support 5A, 5B, 5C, 5D of frame 1.
- the height of the buffer relief reliefs 2 is such that, when the tampon rests on its support frame 1, the upper face of the web 10 of the pad is flush with the edge upper of the skirt 3 of the frame.
- Two support reliefs 11A, 11B adjacent to buffer 2 each have a support surface horizontal 12A, 12B intended to come into contact with the complementary horizontal bearing surface 6A, 6B of the frame, while the other two reliefs 11C, 11D of the buffer 2 each have a support surface in slope 12C, 12D intended to rest on the surface corresponding slope support 6C, 6D at the frame 1.
- the sloping bearing surfaces 12C, 12D of the buffer constitute the external lateral face of the relief reliefs respective 11C, 11D; they are inclined downwards in direction of the horizontal supports 11B, 11A located at the opposite, and make an angle to the vertical corresponding to the angle of inclination ⁇ of the surfaces support 6C, 6D of the frame.
- each relief support 11C, 11D of buffer 2 that is to say the directed face towards the horizontal bearing surface 12B, 12A located opposite, forms a counter-support surface 13C, 13D intended to cooperate with the mating counter-bearing surface 9C, 9D of the frame 1.
- the two abutment surfaces 13C, 13D of the buffer are therefore, in the example described, surfaces flat and substantially vertical; they are oriented obliquely towards the lateral face of the tampon adjacent to the two relief reliefs 11C, 11D and there again realize this lateral face, in horizontal section, an angle corresponding to the oblique angle ⁇ of the surfaces of counter support 9C, 9D of the frame.
- This particular arrangement comprising on one side of the device for cooperating sloping bearing surfaces angled downward toward the opposite side where find horizontal bearing surfaces, the surfaces slope support being associated with counter-support surfaces which are mounted in opposition to the level of each of main rooms 1, 2 of device, thus leads to a static support system in four points; in this system, buffer 2 rests simultaneously by its four bearing surfaces 12A, 12B, 12C, 12D on the four associated bearing surfaces 6A, 6B, 6C, 6D of frame 1, and in particular under the action of a load exerted on the buffer at any point in the quadrilateral bounded by the four reliefs support 11A, 11B, 11C, 11D located at the ends of the pad.
- the resultant horizontal buffer support reactions at the first couple of support / counter-support of the frame is compensated by the horizontal resultant at the level of the second couple support / counter-support of the frame.
- the strength vertical applied to buffer 2 is balanced by vertical reactions at the two surface supports horizontal 6A, 6B of the frame and by the components vertical buffer support reactions at the two sloping bearing surfaces 6C, 6D of the frame.
- the state of stability obtained therefore prevents any phenomenon of lameness of the tampon.
- the preferred embodiment which just described not only ensures the stability of the buffer when the latter is subjected to a vertical load, but also allows to oppose any displacement horizontal of the buffer when the latter is subjected to tangential effects due in particular to braking or acceleration of a vehicle.
- the buffer 2 when the buffer 2 is subjected to the action of a horizontal force directed perpendicular to the lateral face 8 of the frame adjacent to the two support reliefs on a slope 5C, 5D, the stability of buffer 2 is ensured, in function of the orientation of this force, either by the stop of the two abutment surfaces 13C, 13D of the pad against the counter-bearing surfaces 9C, 9D combined with the frame, either by the stop of the two relief reliefs 11C, 11D of the stamp against the relief reliefs in slope 5C, 5D framework correspondents.
- the angle of inclination ⁇ is pronounced enough to maintain contact between the inclined surfaces 6C, 6D of the frame and the associated inclined surfaces 12C, 12D of the buffer, preventing thus any horizontal movement of the buffer 2.
- the horizontal force applied to the pad is then balanced by the result of horizontal reactions acting perpendicular to the bearing surface in slope and perpendicular to the abutment surface associated oblique of the support / counter-support couple requested, as well as by the horizontal reaction exerted perpendicular to the sloping bearing surface requested at the level of the other support / counter-support couple.
- the solution according to the invention therefore allows, in a simple and economical way, to always keep a support at four points of the buffer on its support frame, thus preventing any limping phenomenon.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Road Signs Or Road Markings (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Soil Working Implements (AREA)
- Sewage (AREA)
- Vibration Dampers (AREA)
- Chair Legs, Seat Parts, And Backrests (AREA)
- Road Paving Structures (AREA)
Description
- les surfaces d'appui en pente du cadre et les surfaces d'appui en pente coopérantes de l'élément de recouvrement ont une inclinaison commune, comprise entre 15° et 45° environ par rapport à la verticale ;
- les surfaces de contre-appui du cadre sont disposées de manière symétrique par rapport au plan médian perpendiculaire à la face latérale du cadre adjacente aux deux surfaces d'appui en pente ;
- les surfaces de contre-appui du cadre et les surfaces de contre-appui de l'élément de recouvrement sont sensiblement verticales ;
- les surfaces de contre-appui du cadre sont inclinées vers le bas en surplomb, l'angle d'inclinaison par rapport à la verticale étant inférieur ou égal à celui des surfaces d'appui en pente ;
- chacune des deux surfaces de contre-appui de l'élément de recouvrement forme la face latérale intérieure d'un relief d'appui solidaire de la face inférieure de l'élément de recouvrement, la face latérale extérieure dudit relief d'appui constituant une surface d'appui en pente destinée à coopérer avec la surface d'appui en pente conjuguée du cadre ;
- les surfaces de contre-appui du cadre s'étendent intérieurement en direction de la face latérale du cadre adjacente aux deux surfaces d'appui en pente et forment avec celle-ci, en section horizontale, un angle compris entre 10° et 30° environ.
- la Fig. 1 représente schématiquement, en perspective et avant assemblage, les deux pièces principales d'un dispositif de voirie conforme à l'invention ;
- la Fig. 2 est une vue en coupe, selon la ligne II-II de la Fig. 1, du dispositif de voirie après assemblage des deux pièces principales.
Claims (7)
- Dispositif de voirie du type comprenant deux pièces principales (1, 2) ayant en plan une forme générale carrée ou rectangulaire, à savoir un cadre (1) fixe destiné à être scellé dans le sol et un élément de recouvrement (2) supporté par ce cadre (1) qui, dans les conditions d'installation, présente deux surfaces d'appui horizontales (6A, 6B) disposées à proximité de deux coins (4A, 4B) adjacents et deux surfaces d'appui en pente (6C, 6D) situées à proximité des deux autres coins (4C, 4D) du cadre, ces quatre surfaces d'appui (6A, 6B, 6C, 6D) étant adaptées pour coopérer avec des surfaces d'appui complémentaires (12A, 12B, 12C, 12D) solidaires de la face inférieure de l'élément de recouvrement (2), caractérisé en ce que les surfaces d'appui en pente (6C, 6D, 12C, 12D) sont inclinées vers le bas en direction des surfaces d'appui horizontales (6B, 6A, 12B, 12A) et en ce que le cadre (1) est pourvu, à proximité de chaque surface d'appui en pente (6C, 6D), d'une saillie intérieure (7C, 7D) présentant en regard de la surface d'appui en pente (6C, 6D) correspondante, une surface latérale de contre-appui (9C, 9D) qui en plan est orientée obliquement par rapport à la face latérale (8) du cadre adjacente aux deux surfaces d'appui en pente (6C, 6D), les deux surfaces de contre-appui (9C, 9D) s'étendant vers l'intérieur du cadre suivant des directions qui convergent et étant destinées à coopérer avec des surfaces de contre-appui complémentaires (13C, 13D) solidaires de l'élément de recouvrement (2).
- Dispositif de voirie suivant la revendication 1, caractérisé en ce que les surfaces d'appui en pente (6C, 6D) du cadre (1) et les surfaces d'appui en pente coopérantes (12C, 12D) de l'élément de recouvrement (2) ont une inclinaison commune, comprise entre 15° et 45° environ par rapport à la verticale.
- Dispositif de voirie suivant la revendication 1 ou 2, caractérisé en ce que les surfaces de contre-appui (9C, 9D) du cadre (1) sont disposées de manière symétrique par rapport au plan médian perpendiculaire à la face latérale (8) du cadre adjacente aux deux surfaces d'appui en pente (6C, 6D).
- Dispositif de voirie suivant l'une quelconque des revendications 1 à 3, caractérisé en ce que les surfaces de contre-appui (9C, 9D) du cadre (1) et les surfaces de contre-appui (13C, 13D) de l'élément de recouvrement (2) sont sensiblement verticales.
- Dispositif de voirie suivant l'une quelconque des revendications 1 à 3, caractérisé en ce que les surfaces de contre-appui (9C, 9D) du cadre (1) sont inclinées vers le bas en surplomb, l'angle d'inclinaison par rapport à la verticale étant inférieur ou égal à celui (α) des surfaces d'appui en pente (6C, 6D).
- Dispositif de voirie suivant l'une quelconque des revendications 1 à 5, caractérisé en ce que chacune des deux surfaces de contre-appui (13C, 13D) de l'élément de recouvrement (2) forme la face latérale intérieure d'un relief d'appui (11C, 11D) solidaire de la face inférieure de l'élément de recouvrement, la face latérale extérieure dudit relief d'appui (11C, 11D) constituant une surface d'appui en pente (12C, 12D) destinée à coopérer avec la surface d'appui en pente (6C, 6D) conjuguée du cadre (1).
- Dispositif de voirie suivant l'une quelconque des revendications 1 à 6, caractérisé en ce que les surfaces de contre-appui (9C, 9D) du cadre (1) s'étendent intérieurement en direction de la face latérale (8) du cadre adjacente aux deux surfaces d'appui en pente (6C, 6D) et forment avec celle-ci, en section horizontale, un angle (β) compris entre 10° et 30° environ.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI9830545T SI1030949T1 (en) | 1997-11-13 | 1998-11-05 | Square or rectangular road system device comprising a support frame and a cover element |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9714402A FR2770861B1 (fr) | 1997-11-13 | 1997-11-13 | Dispositif de voirie de forme carree ou rectangulaire comprenant un cadre support et un element de recouvrement |
FR9714402 | 1997-11-13 | ||
PCT/FR1998/002361 WO1999025931A1 (fr) | 1997-11-13 | 1998-11-05 | Dispositif de voirie de forme carree ou rectangulaire comprenant un cadre support et un element de recouvrement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1030949A1 EP1030949A1 (fr) | 2000-08-30 |
EP1030949B1 true EP1030949B1 (fr) | 2003-10-22 |
Family
ID=9513464
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19980954517 Expired - Lifetime EP1030949B1 (fr) | 1997-11-13 | 1998-11-05 | Dispositif de voirie de forme carree ou rectangulaire comprenant un cadre support et un element de recouvrement |
Country Status (20)
Country | Link |
---|---|
EP (1) | EP1030949B1 (fr) |
CN (1) | CN1281822C (fr) |
AR (1) | AR017184A1 (fr) |
AT (1) | ATE252668T1 (fr) |
AU (1) | AU1159799A (fr) |
BR (1) | BR9814639A (fr) |
CZ (1) | CZ297469B6 (fr) |
DE (1) | DE69819197T2 (fr) |
DK (1) | DK1030949T3 (fr) |
ES (1) | ES2209216T3 (fr) |
FR (1) | FR2770861B1 (fr) |
HR (1) | HRP20000299B1 (fr) |
HU (1) | HU223049B1 (fr) |
MY (1) | MY120557A (fr) |
NO (1) | NO319989B1 (fr) |
PL (1) | PL189857B1 (fr) |
PT (1) | PT1030949E (fr) |
SK (1) | SK285365B6 (fr) |
WO (1) | WO1999025931A1 (fr) |
YU (1) | YU49202B (fr) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2910501B1 (fr) | 2006-12-22 | 2009-03-27 | Saint Gobain Pam Sa | Dispositif de voirie comportant un element de recouvrement et un cadre adapte pour supporter l'element de recouvrement dans differentes configurations, suivant notamment le sens de la circulation |
FR2970720B1 (fr) * | 2011-01-24 | 2013-02-15 | Norinco | Bouche d'egout. |
GB2585059B (en) * | 2019-06-27 | 2021-06-23 | Wrekin Holdings Ltd | Ground surface access assemblies |
CN113897988A (zh) * | 2021-10-20 | 2022-01-07 | 安徽金鹏建设集团股份有限公司 | 一种新型组合格栅式地下室集水井盖板及其施工方法 |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1104447B (de) * | 1957-03-13 | 1961-04-06 | Passavant Werke | Viereckige Schachtabdeckung mit in den Ecken des Rahmens gelagertem Deckel |
GB1313515A (en) * | 1970-03-10 | 1973-04-11 | Brickhouse Dudley Ltd | Manhole covers |
DE2049923C3 (de) * | 1970-10-10 | 1974-09-26 | Rheinstahl Ag, 4300 Essen | Sechseckige Schachtabdeckung |
ES268791Y (es) * | 1980-10-17 | 1984-02-16 | Registro de calzada perfeccionado. |
-
1997
- 1997-11-13 FR FR9714402A patent/FR2770861B1/fr not_active Expired - Fee Related
-
1998
- 1998-11-05 WO PCT/FR1998/002361 patent/WO1999025931A1/fr active IP Right Grant
- 1998-11-05 HU HU0004128A patent/HU223049B1/hu not_active IP Right Cessation
- 1998-11-05 SK SK683-2000A patent/SK285365B6/sk not_active IP Right Cessation
- 1998-11-05 AU AU11597/99A patent/AU1159799A/en not_active Abandoned
- 1998-11-05 EP EP19980954517 patent/EP1030949B1/fr not_active Expired - Lifetime
- 1998-11-05 PT PT98954517T patent/PT1030949E/pt unknown
- 1998-11-05 CN CN98811082.2A patent/CN1281822C/zh not_active Expired - Fee Related
- 1998-11-05 DE DE69819197T patent/DE69819197T2/de not_active Expired - Lifetime
- 1998-11-05 DK DK98954517T patent/DK1030949T3/da active
- 1998-11-05 PL PL98340501A patent/PL189857B1/pl unknown
- 1998-11-05 ES ES98954517T patent/ES2209216T3/es not_active Expired - Lifetime
- 1998-11-05 YU YU15000A patent/YU49202B/sh unknown
- 1998-11-05 AT AT98954517T patent/ATE252668T1/de active
- 1998-11-05 BR BR9814639-4A patent/BR9814639A/pt not_active IP Right Cessation
- 1998-11-05 CZ CZ20001749A patent/CZ297469B6/cs not_active IP Right Cessation
- 1998-11-12 MY MYPI98005142A patent/MY120557A/en unknown
- 1998-11-13 AR ARP980105754A patent/AR017184A1/es active IP Right Grant
-
2000
- 2000-02-16 NO NO20000766A patent/NO319989B1/no not_active IP Right Cessation
- 2000-05-12 HR HR20000299A patent/HRP20000299B1/xx not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
FR2770861B1 (fr) | 2000-01-14 |
HUP0004128A3 (en) | 2002-01-28 |
HRP20000299A2 (en) | 2001-12-31 |
NO20000766L (no) | 2000-07-12 |
YU15000A (sh) | 2002-06-19 |
FR2770861A1 (fr) | 1999-05-14 |
PT1030949E (pt) | 2004-03-31 |
MY120557A (en) | 2005-11-30 |
HUP0004128A2 (en) | 2001-03-28 |
BR9814639A (pt) | 2000-10-03 |
PL340501A1 (en) | 2001-02-12 |
NO319989B1 (no) | 2005-10-10 |
CZ20001749A3 (cs) | 2001-03-14 |
NO20000766D0 (no) | 2000-02-16 |
SK285365B6 (sk) | 2006-11-03 |
CN1281822C (zh) | 2006-10-25 |
CZ297469B6 (cs) | 2006-12-13 |
DE69819197D1 (de) | 2003-11-27 |
ATE252668T1 (de) | 2003-11-15 |
HRP20000299B1 (en) | 2006-03-31 |
HU223049B1 (hu) | 2004-03-01 |
ES2209216T3 (es) | 2004-06-16 |
YU49202B (sh) | 2004-09-03 |
CN1278882A (zh) | 2001-01-03 |
SK6832000A3 (en) | 2001-07-10 |
DE69819197T2 (de) | 2004-06-03 |
AR017184A1 (es) | 2001-08-22 |
DK1030949T3 (da) | 2004-02-02 |
WO1999025931A1 (fr) | 1999-05-27 |
PL189857B1 (pl) | 2005-09-30 |
AU1159799A (en) | 1999-06-07 |
EP1030949A1 (fr) | 2000-08-30 |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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17P | Request for examination filed |
Effective date: 20000509 |
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