MA29866B1 - Dalles de couverture en beton ameliorees pour rues, routes ou autoroutes, et methodologie pour la conception des dalles - Google Patents
Dalles de couverture en beton ameliorees pour rues, routes ou autoroutes, et methodologie pour la conception des dallesInfo
- Publication number
- MA29866B1 MA29866B1 MA30842A MA30842A MA29866B1 MA 29866 B1 MA29866 B1 MA 29866B1 MA 30842 A MA30842 A MA 30842A MA 30842 A MA30842 A MA 30842A MA 29866 B1 MA29866 B1 MA 29866B1
- Authority
- MA
- Morocco
- Prior art keywords
- slabs
- truck
- slab
- average
- width
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Road Repair (AREA)
- Road Paving Machines (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Les systèmes de dallage traditionnels utilisés jusqu'à présent considèrent une largeur de dalles de couverture égale à la largeur de l'allée et une longueur égale à la largeur de l'allée ou à 6 mètres. Ces dimensions entraînent que les charges des véhicules, et en particulier d'un camion chargé, sont appliquées sur les deux bords simultanément, induisant des contraintes de traction sur les surfaces des dalles qui font se gondoler les dalles. La présente invention propose de construire une dalle en béton pour laquelle la valeur maximale de la largeur de la dalle Dx est donnée par la mesure inférieure de la distance D1 des roues avant d'un camion de chargement modèle ou par la moyenne, et la distance D2 de l'organe de roulement arrière du même camion ou la moyenne ; la longueur L maximale de la dalle est donnée par la distance entre les essieux du camion ou la moyenne ; et l'épaisseur E est donnée par la valeur de résistance du béton, en fonction de l'intensité du trafic, du type et de la qualité de la base et du type de sol. La présente invention comprend la méthodologie de conception de cette dalle en béton qui permet toujours que seule une roue ou seul un organe de roulement du camion, utilisé en tant que camion modèle ou la moyenne, ne soit en contact avec la dalle et ne se déplace dessus.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CL2005002684 | 2005-10-12 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| MA29866B1 true MA29866B1 (fr) | 2008-10-03 |
Family
ID=40326502
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| MA30842A MA29866B1 (fr) | 2005-10-12 | 2008-04-14 | Dalles de couverture en beton ameliorees pour rues, routes ou autoroutes, et methodologie pour la conception des dalles |
Country Status (33)
| Country | Link |
|---|---|
| US (2) | US7571581B2 (fr) |
| EP (1) | EP1945860B1 (fr) |
| JP (1) | JP5580533B2 (fr) |
| KR (1) | KR101416721B1 (fr) |
| CN (1) | CN101287872B (fr) |
| AR (1) | AR056516A1 (fr) |
| AU (1) | AU2006301386B2 (fr) |
| BR (1) | BRPI0617314B8 (fr) |
| CA (1) | CA2625454C (fr) |
| CR (1) | CR8144A (fr) |
| CY (1) | CY1113917T1 (fr) |
| DK (1) | DK1945860T3 (fr) |
| DO (1) | DOP2006000212A (fr) |
| EC (1) | ECSP066868A (fr) |
| ES (1) | ES2405537T3 (fr) |
| GT (1) | GT200500362A (fr) |
| HN (1) | HN2005034913A (fr) |
| IL (1) | IL190747A0 (fr) |
| MA (1) | MA29866B1 (fr) |
| MY (1) | MY148783A (fr) |
| NZ (1) | NZ567278A (fr) |
| PE (1) | PE20070739A1 (fr) |
| PL (1) | PL1945860T3 (fr) |
| PT (1) | PT1945860E (fr) |
| RU (1) | RU2407847C2 (fr) |
| SI (1) | SI1945860T1 (fr) |
| SV (1) | SV2006002320A (fr) |
| TN (1) | TNSN08159A1 (fr) |
| TW (1) | TWI356863B (fr) |
| UA (1) | UA99587C2 (fr) |
| UY (1) | UY29793A1 (fr) |
| WO (1) | WO2007042338A1 (fr) |
| ZA (1) | ZA200803181B (fr) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8280697B2 (en) * | 2007-11-08 | 2012-10-02 | Cemex, Inc. | Concrete pavement system and method |
| CN101967785A (zh) * | 2010-09-17 | 2011-02-09 | 唐山市滨海大道建设指挥部 | 滨海地区浸水吹填砂路基的高等级公路结构 |
| CL2012000288A1 (es) * | 2012-02-03 | 2012-11-16 | Com Tcpavements Ltda | Metodo para pavimentacion de caminos o senderos de bajo trafico con una losa de pavimentacion que se vierte in situ, que comprende disponer de un camino para pavimentar que no tenga una carpeta de rodado de asfalto o de hormigon, nivelar y homogeneizar. |
| RU2520667C2 (ru) * | 2013-01-16 | 2014-06-27 | Александр Тихонович Зиньковский | Автомобильная дорога и способ ее эксплуатации |
| CN104929013B (zh) * | 2015-04-28 | 2016-10-26 | 广州市市政集团有限公司 | 一种试车场扭曲路施工方法 |
| US9926701B2 (en) * | 2016-04-07 | 2018-03-27 | Gcp Applied Technologies Inc. | Method of fabricating a concrete slab system |
| US10870985B2 (en) * | 2017-05-03 | 2020-12-22 | Illinois Tool Works Inc. | Concrete slab load transfer and connection apparatus and method of employing same |
| US10837144B2 (en) | 2018-03-09 | 2020-11-17 | Illinois Tool Works Inc. | Concrete slab load transfer apparatus and method of manufacturing same |
| US11203840B2 (en) | 2019-06-25 | 2021-12-21 | Illinois Tool Works Inc. | Method and apparatus for two-lift concrete flatwork placement |
| LT6720B (lt) | 2019-06-26 | 2020-03-25 | Vilniaus Gedimino technikos universitetas | Cementbetonio moduliai pėsčiųjų ir dviračių takams |
| US11440844B2 (en) | 2019-08-16 | 2022-09-13 | S3 Concrete Technologies, Inc. | Concrete product and methods of preparing the same |
| US11414347B2 (en) | 2019-08-27 | 2022-08-16 | S3 Concrete Technologies, Inc. | Concrete product and methods of preparing the same |
| LT6806B (lt) | 2020-06-29 | 2021-03-10 | Vilniaus Gedimino technikos universitetas | Kompozitinis modulis pėsčiųjų ir dviratininkų eismo zonoms bei jo montavimo būdas |
| CN113186773B (zh) * | 2021-04-15 | 2022-02-15 | 内蒙古中景路桥有限公司 | 一种基于建筑节能的道路施工方法 |
| CN113642083B (zh) * | 2021-08-25 | 2024-06-11 | 中交路桥建设有限公司 | 一种新旧道路异型拼接设计方法 |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1436896A (en) * | 1921-05-31 | 1922-11-28 | Alfred T Newell | Roadway |
| US1991931A (en) * | 1932-05-21 | 1935-02-19 | Kling Herman | Concrete and cementitious pavement slab |
| US3022713A (en) * | 1954-11-26 | 1962-02-27 | Bengt F Friberg | Prestressed concrete structures |
| US4653956A (en) * | 1984-12-12 | 1987-03-31 | Lang Frederic A | Highway pavement |
| CN1088135C (zh) * | 1994-04-29 | 2002-07-24 | 李然 | 一种无效式预应力路面 |
| ES2149103B1 (es) * | 1998-07-07 | 2001-06-01 | Vazquez Ruiz Del Arbol Jose Ra | Procedimiento de imbricacion articulada entre losas de hormigon in situ. |
| ATE386844T1 (de) * | 2000-08-04 | 2008-03-15 | Building Innovations Pty Ltd | Methode und system zur herstellung von grossen, durchgehenden betonplatten |
| US6592289B1 (en) * | 2000-08-29 | 2003-07-15 | Leonard A. Weander | Technique for contraction joints in concrete pavement |
| US6688808B2 (en) * | 2002-06-12 | 2004-02-10 | Hee Jang Lee | Prefabricated cement concrete slab for road pavement |
| US7134805B2 (en) | 2004-04-01 | 2006-11-14 | Kwik Slab, Llc | Precast concrete slab system and method therefor |
-
2005
- 2005-12-06 HN HN2005034913A patent/HN2005034913A/es unknown
- 2005-12-06 SV SV2005002320A patent/SV2006002320A/es not_active Application Discontinuation
- 2005-12-08 GT GT200500362A patent/GT200500362A/es unknown
- 2005-12-13 CR CR8144A patent/CR8144A/es unknown
-
2006
- 2006-02-10 US US11/350,764 patent/US7571581B2/en active Active
- 2006-07-27 DK DK06778023.9T patent/DK1945860T3/da active
- 2006-07-27 EP EP06778023A patent/EP1945860B1/fr active Active
- 2006-07-27 WO PCT/EP2006/064732 patent/WO2007042338A1/fr active Application Filing
- 2006-07-27 ES ES06778023T patent/ES2405537T3/es active Active
- 2006-07-27 SI SI200631535T patent/SI1945860T1/sl unknown
- 2006-07-27 NZ NZ567278A patent/NZ567278A/en unknown
- 2006-07-27 PT PT67780239T patent/PT1945860E/pt unknown
- 2006-07-27 BR BRPI0617314A patent/BRPI0617314B8/pt active IP Right Grant
- 2006-07-27 RU RU2008114065/03A patent/RU2407847C2/ru active
- 2006-07-27 UA UAA200804346A patent/UA99587C2/ru unknown
- 2006-07-27 KR KR1020087011435A patent/KR101416721B1/ko active IP Right Grant
- 2006-07-27 AU AU2006301386A patent/AU2006301386B2/en active Active
- 2006-07-27 PL PL06778023T patent/PL1945860T3/pl unknown
- 2006-07-27 CA CA2625454A patent/CA2625454C/fr active Active
- 2006-07-27 CN CN200680038236.8A patent/CN101287872B/zh active Active
- 2006-07-27 JP JP2008534952A patent/JP5580533B2/ja active Active
- 2006-09-13 PE PE2006001118A patent/PE20070739A1/es active IP Right Grant
- 2006-09-14 UY UY29793A patent/UY29793A1/es active IP Right Grant
- 2006-09-15 AR ARP060104039A patent/AR056516A1/es active IP Right Grant
- 2006-09-19 TW TW095134561A patent/TWI356863B/zh active
- 2006-09-20 EC EC2006006868A patent/ECSP066868A/es unknown
- 2006-09-27 MY MYPI20064220A patent/MY148783A/en unknown
- 2006-10-05 DO DO2006000212A patent/DOP2006000212A/es unknown
-
2008
- 2008-04-09 IL IL190747A patent/IL190747A0/en unknown
- 2008-04-10 TN TNP2008000159A patent/TNSN08159A1/en unknown
- 2008-04-10 ZA ZA200803181A patent/ZA200803181B/xx unknown
- 2008-04-14 MA MA30842A patent/MA29866B1/fr unknown
-
2009
- 2009-06-18 US US12/486,878 patent/US20090324330A1/en not_active Abandoned
-
2013
- 2013-02-27 CY CY20131100183T patent/CY1113917T1/el unknown
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