SV2006002320A - Losas con dimensiones perfeccionadas para pavimentos de calles, caminos carreteras y metodologia para determinar el diseño de dicha losa - Google Patents
Losas con dimensiones perfeccionadas para pavimentos de calles, caminos carreteras y metodologia para determinar el diseño de dicha losaInfo
- Publication number
- SV2006002320A SV2006002320A SV2005002320A SV2005002320A SV2006002320A SV 2006002320 A SV2006002320 A SV 2006002320A SV 2005002320 A SV2005002320 A SV 2005002320A SV 2005002320 A SV2005002320 A SV 2005002320A SV 2006002320 A SV2006002320 A SV 2006002320A
- Authority
- SV
- El Salvador
- Prior art keywords
- slab
- width
- average
- pattern
- truck
- 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
LOS SISTEMAS TRADICIONALES EMPLEADOS HASTA HOY CONSIDERAN LOSAS DE DIMENSIONES DE ANCHO IGUAL AL ANCHO DE UNA PISTA DE RODAJE Y DE LARGO IGUAL AL ANCHO Y HASTA 6 METROS. ESTAS DIMENSIONES HACEN QUE LAS CARGAS DE LOS VEHICULOS, Y ESPECIALMENTE LOS CAMBIOS DE CARGA, SE APOYEN EN AMBOS BORDES SIMULTANEAMENTE, PRODUCIENDO TENSIONES DE TRACCION EN LA SUPERFICIE DE LAS LOSAS CUANDO ESTAS SE ENCUENTRAN ALABEADAS. LA PRESENTE INVENCION PROPONE UNA LOSA DE HORMIGON PARA REALIZAR LA PAVIMENTACION EN DONDE EL VALOR MAXIMO DEL ANCHO DE LA LOSA DX ESTA DADO POR LA MENOR MEDIDA ENTRE LA DISTANCIA D1 DE LAS RUEDAS DELANTERAS DE UN CAMION DE CARGA PATRON O PROMEDIO Y LA DISTANCIA D2 DE UN TREN DE RUEDAS TRASERAS DEL MISMO CAMION PATRON O PROMEDIO; EL MAXIMO DEL LARGO DE LA LOSA L ESTA DADO POR LA DISTANCIA ENTRE EJES DEL CAMION PATRON O PROMEDIO; Y EL ESPESOR E ESTA DADO POR EL VALOR DE LA RESISTENCIA DEL HORMIGON TENIENDO EN CUENTA LAS CARGAS DE TRAFICO , EL TIPO Y CALIDAD DE LA BASE TIPO DE SUELO,LA PRESENTE INVENCION COMPRENDE LA METODOLOGIA DE DISEÑO DE LA MENCIONADA LOSA, LOGRANDO CON EL ELLO SIEMPRE UNA SOLA RUEDA, O BIEN, UN SOLO TREN DE RUEDAS DE UN CAMION DE CARGA, USANDO COMO PATRON O PROMEDIO, ESTE TOCANDO Y APOYANDO SOBRE LA LOSA
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CL2005002684 | 2005-10-12 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SV2006002320A true SV2006002320A (es) | 2006-04-20 |
Family
ID=40326502
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SV2005002320A SV2006002320A (es) | 2005-10-12 | 2005-12-06 | Losas con dimensiones perfeccionadas para pavimentos de calles, caminos carreteras y metodologia para determinar el diseño de dicha losa |
Country Status (33)
| Country | Link |
|---|---|
| US (2) | US7571581B2 (es) |
| EP (1) | EP1945860B1 (es) |
| JP (1) | JP5580533B2 (es) |
| KR (1) | KR101416721B1 (es) |
| CN (1) | CN101287872B (es) |
| AR (1) | AR056516A1 (es) |
| AU (1) | AU2006301386B2 (es) |
| BR (1) | BRPI0617314B8 (es) |
| CA (1) | CA2625454C (es) |
| CR (1) | CR8144A (es) |
| CY (1) | CY1113917T1 (es) |
| DK (1) | DK1945860T3 (es) |
| DO (1) | DOP2006000212A (es) |
| EC (1) | ECSP066868A (es) |
| ES (1) | ES2405537T3 (es) |
| GT (1) | GT200500362A (es) |
| HN (1) | HN2005034913A (es) |
| IL (1) | IL190747A0 (es) |
| MA (1) | MA29866B1 (es) |
| MY (1) | MY148783A (es) |
| NZ (1) | NZ567278A (es) |
| PE (1) | PE20070739A1 (es) |
| PL (1) | PL1945860T3 (es) |
| PT (1) | PT1945860E (es) |
| RU (1) | RU2407847C2 (es) |
| SI (1) | SI1945860T1 (es) |
| SV (1) | SV2006002320A (es) |
| TN (1) | TNSN08159A1 (es) |
| TW (1) | TWI356863B (es) |
| UA (1) | UA99587C2 (es) |
| UY (1) | UY29793A1 (es) |
| WO (1) | WO2007042338A1 (es) |
| ZA (1) | ZA200803181B (es) |
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/en active Active
- 2006-07-27 WO PCT/EP2006/064732 patent/WO2007042338A1/en 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/en 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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Legal Events
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| FC | Refusal |