BRPI0617314B8 - método para produzir calçamentos de lajes de concreto - Google Patents
método para produzir calçamentos de lajes de concretoInfo
- Publication number
- BRPI0617314B8 BRPI0617314B8 BRPI0617314A BRPI0617314A BRPI0617314B8 BR PI0617314 B8 BRPI0617314 B8 BR PI0617314B8 BR PI0617314 A BRPI0617314 A BR PI0617314A BR PI0617314 A BRPI0617314 A BR PI0617314A BR PI0617314 B8 BRPI0617314 B8 BR PI0617314B8
- Authority
- BR
- Brazil
- Prior art keywords
- truck
- slab
- average
- concrete slab
- given
- 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
LAJE DE CONCRETO PARA CALÇAMENTO EM RUAS, MÉTODO PARA PRODUZIR CALÇAMENTOS DE LAJES DE CONCRETO. Os sistemas de pavimentação tradicionais empregados até agora, consideram a largura das lajes de calçamento igual a uma largura de faixa e a dimensão longa igual à largura de faixa ou 6 metros de comprimento. Essas dimensões fazem com que as cargas de veículos, e especialmente o caminhão com carga, apliquem as cargas nas duas bordas simuitaneamente, induzindo esforços de tração nas superfícies de lajes quando são deformadas. A presente invenção propõe construir uma laje de concreto onde o valor de largura máxima de laje Dx está sendo dado pela medição mais baixa entre a distância Dl das rodas dianteiras de um caminhão de carga modelo ou pela média, e a distância D2 de um sistema de tração traseira do mesmo caminhão ou a média; o comprimento máximo de laje L édado pela distância entre os eixos do caminhão ou a média; e a espessura E é dada pelo valor de resistência de concreto, considerando cargas de tráfego, tipo e qualidade da base, e o tipo de solo. A presente invenção compreende a metodologia de desenho dessa laje de concreto, que permite que sempre somente uma roda ou somente um sistema de tração do caminhão, utilizado como um caminhão modelo ou média, toque e se mova sobre a laje.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CL2684-2005 | 2005-10-12 | ||
| CL2005002684 | 2005-10-12 | ||
| PCT/EP2006/064732 WO2007042338A1 (en) | 2005-10-12 | 2006-07-27 | Improved concrete pavement slabs for streets, roads or highways and the methodology for the slab design |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| BRPI0617314A2 BRPI0617314A2 (pt) | 2011-07-19 |
| BRPI0617314B1 BRPI0617314B1 (pt) | 2018-09-04 |
| BRPI0617314B8 true BRPI0617314B8 (pt) | 2023-05-09 |
Family
ID=40326502
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| BRPI0617314A BRPI0617314B8 (pt) | 2005-10-12 | 2006-07-27 | método para produzir calçamentos de lajes de concreto |
Country Status (33)
| Country | Link |
|---|---|
| US (2) | US7571581B2 (pt) |
| EP (1) | EP1945860B1 (pt) |
| JP (1) | JP5580533B2 (pt) |
| KR (1) | KR101416721B1 (pt) |
| CN (1) | CN101287872B (pt) |
| AR (1) | AR056516A1 (pt) |
| AU (1) | AU2006301386B2 (pt) |
| BR (1) | BRPI0617314B8 (pt) |
| CA (1) | CA2625454C (pt) |
| CR (1) | CR8144A (pt) |
| CY (1) | CY1113917T1 (pt) |
| DK (1) | DK1945860T3 (pt) |
| DO (1) | DOP2006000212A (pt) |
| EC (1) | ECSP066868A (pt) |
| ES (1) | ES2405537T3 (pt) |
| GT (1) | GT200500362A (pt) |
| HN (1) | HN2005034913A (pt) |
| IL (1) | IL190747A0 (pt) |
| MA (1) | MA29866B1 (pt) |
| MY (1) | MY148783A (pt) |
| NZ (1) | NZ567278A (pt) |
| PE (1) | PE20070739A1 (pt) |
| PL (1) | PL1945860T3 (pt) |
| PT (1) | PT1945860E (pt) |
| RU (1) | RU2407847C2 (pt) |
| SI (1) | SI1945860T1 (pt) |
| SV (1) | SV2006002320A (pt) |
| TN (1) | TNSN08159A1 (pt) |
| TW (1) | TWI356863B (pt) |
| UA (1) | UA99587C2 (pt) |
| UY (1) | UY29793A1 (pt) |
| WO (1) | WO2007042338A1 (pt) |
| ZA (1) | ZA200803181B (pt) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009062126A1 (en) * | 2007-11-08 | 2009-05-14 | 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 |
| US9828768B2 (en) * | 2016-04-07 | 2017-11-28 | Ductilcrete Technologies, Llc | 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 WO PCT/EP2006/064732 patent/WO2007042338A1/en active Application Filing
- 2006-07-27 PL PL06778023T patent/PL1945860T3/pl unknown
- 2006-07-27 RU RU2008114065/03A patent/RU2407847C2/ru active
- 2006-07-27 ES ES06778023T patent/ES2405537T3/es active Active
- 2006-07-27 AU AU2006301386A patent/AU2006301386B2/en active Active
- 2006-07-27 JP JP2008534952A patent/JP5580533B2/ja active Active
- 2006-07-27 PT PT67780239T patent/PT1945860E/pt unknown
- 2006-07-27 SI SI200631535T patent/SI1945860T1/sl unknown
- 2006-07-27 BR BRPI0617314A patent/BRPI0617314B8/pt active IP Right Grant
- 2006-07-27 EP EP06778023A patent/EP1945860B1/en active Active
- 2006-07-27 KR KR1020087011435A patent/KR101416721B1/ko active IP Right Grant
- 2006-07-27 NZ NZ567278A patent/NZ567278A/en unknown
- 2006-07-27 CN CN200680038236.8A patent/CN101287872B/zh active Active
- 2006-07-27 CA CA2625454A patent/CA2625454C/en active Active
- 2006-07-27 UA UAA200804346A patent/UA99587C2/ru unknown
- 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 ZA ZA200803181A patent/ZA200803181B/xx unknown
- 2008-04-10 TN TNP2008000159A patent/TNSN08159A1/en 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
| Date | Code | Title | Description |
|---|---|---|---|
| B06G | Technical and formal requirements: other requirements [chapter 6.7 patent gazette] | ||
| B06A | Patent application procedure suspended [chapter 6.1 patent gazette] | ||
| B09A | Decision: intention to grant [chapter 9.1 patent gazette] | ||
| B16A | Patent or certificate of addition of invention granted [chapter 16.1 patent gazette] |
Free format text: PRAZO DE VALIDADE: 10 (DEZ) ANOS CONTADOS A PARTIR DE 04/09/2018, OBSERVADAS AS CONDICOES LEGAIS. |
|
| B25A | Requested transfer of rights approved |
Owner name: COMERCIAL TCPAVEMENTS LIMITADA (CL) |
|
| B25D | Requested change of name of applicant approved |
Owner name: TCPAVEMENTS SPA (CL) |
|
| B25A | Requested transfer of rights approved |
Owner name: OPTIPAVE, LLC (US) |