PE20110234A1 - MONOLITHIC FOUNDATION SYSTEM WITH HOMOPOLYMER PAVEMENT / RESISTANT ARIDES WITH A SEMI-CONTINUOUS CONFIGURATION - Google Patents

MONOLITHIC FOUNDATION SYSTEM WITH HOMOPOLYMER PAVEMENT / RESISTANT ARIDES WITH A SEMI-CONTINUOUS CONFIGURATION

Info

Publication number
PE20110234A1
PE20110234A1 PE2011000003A PE2011000003A PE20110234A1 PE 20110234 A1 PE20110234 A1 PE 20110234A1 PE 2011000003 A PE2011000003 A PE 2011000003A PE 2011000003 A PE2011000003 A PE 2011000003A PE 20110234 A1 PE20110234 A1 PE 20110234A1
Authority
PE
Peru
Prior art keywords
foundation
moment
pavement
load
load transfer
Prior art date
Application number
PE2011000003A
Other languages
Spanish (es)
Inventor
Sero Manuel Filipe Lourenco
Lopes Leonardo Carlos Manuel Ramos
Original Assignee
Spws Scient Pavement World Systems Lda
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Spws Scient Pavement World Systems Lda filed Critical Spws Scient Pavement World Systems Lda
Publication of PE20110234A1 publication Critical patent/PE20110234A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations

Landscapes

  • Engineering & Computer Science (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)
  • Road Paving Structures (AREA)
  • Foundations (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Building Environments (AREA)

Abstract

QUE COMPRENDE UNA CIMENTACION QUE TIENE BLOQUES DE POLIESTIRENO EXPANDIDO DE ALTA DENSIDAD, QUE SOPORTA UN PAVIMENTO DE HORMIGON DE CEMENTO SEMICONTINUO, ESTANDO FORMADO EL ENCOFRADO DEL PAVIMENTO POR LOS BLOQUES DE POLIESTIRENO DE LA CIMENTACION. CADA UNA DE LOS PLACAS DE TRANSFERENCIA DE CARGA SE COMPONE DE DOS ANCLAJES CON DOS BARRAS DE ARMADURA PARA LA ALINEACION DE UN INDUCTOR DE JUNTA, Y UNA JUNTA DE ROTULA QUE, CON EL MOMENTO DE SOPORTE DE CARGA, GIRA EN SENTIDO ANTIHORARIO Y, CON EL MOMENTO DE SOPORTE GENERADO POR LAS PLACAS DE TRANSFERENCIA DE CARGA, REALIZA UN MOVIMIENTO HORARIO. DICHA JUNTA DE ROTULA LIBERA LAS LOSAS DE HORMIGON DE LA TENSION PROVOCADA POR LA FLEXION/TRACCION CON EL MOMENTO DE TRANSFERENCIA DE CARGA, PERMITIENDO QUE LA CIMENTACION NO SE VEA AFECTADA POR LOS MOMENTOS FLECTORES QUE RESULTAN DE LA CARGA Y HACIENDO ASI QUE LA LOSA TRABAJE ESENCIALMENTE A TENSION DE COMPRESION. LA EXISTENCIA DE LAS JUNTAS DE ROTULA PERMITE LA CIMENTACION A SER OBTENIDA POR EL BLOQUE DE POLIESTIRENOWHICH INCLUDES A FOUNDATION THAT HAS EXPANDED POLYSTYRENE BLOCKS OF HIGH DENSITY, THAT SUPPORTS A SEMICONTINUOUS CEMENT CONCRETE FLOORING, BEING FORMED THE PAVEMENT FORMWORK BY THE POLYSTYRENE BLOCKS OF THE FOUNDATION. EACH ONE OF THE LOAD TRANSFER PLATES IS COMPOSED OF TWO ANCHORS WITH TWO ARMOR BARS FOR THE ALIGNMENT OF A JOINT INDUCTOR, AND A BALL JOINT WHICH, WITH THE MOMENT OF LOAD SUPPORT, ROTATES ANTI-CLOCKWISE AND, WITH THE MOMENT OF SUPPORT GENERATED BY THE LOAD TRANSFER PLATES, MAKES A HOURLY MOVEMENT. SUCH A BALL JOINT RELEASES THE CONCRETE SLABS FROM THE TENSION CAUSED BY THE BENDING / TRACTION AT THE MOMENT OF LOAD TRANSFER, ALLOWING THAT THE FOUNDATION IS NOT AFFECTED BY THE BENDING MOMENTS RESULTING FROM THE LOAD AND MAKING THESE WORK ESSENTIALLY AT COMPRESSION TENSION. THE EXISTENCE OF BALL JOINTS ALLOWS THE FOUNDATION TO BE OBTAINED BY THE POLYSTYRENE BLOCK

PE2011000003A 2008-07-04 2009-07-03 MONOLITHIC FOUNDATION SYSTEM WITH HOMOPOLYMER PAVEMENT / RESISTANT ARIDES WITH A SEMI-CONTINUOUS CONFIGURATION PE20110234A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PT104125A PT104125B (en) 2008-07-04 2008-07-04 MONOLITHIC SYSTEM OF FOUNDATION IN HOMOPOLÍMERO / PAVIMENTO IN RESISTANT AGGREGATES IN SEMI-CONTINUOUS CONFIGURATION

Publications (1)

Publication Number Publication Date
PE20110234A1 true PE20110234A1 (en) 2011-04-11

Family

ID=41064548

Family Applications (1)

Application Number Title Priority Date Filing Date
PE2011000003A PE20110234A1 (en) 2008-07-04 2009-07-03 MONOLITHIC FOUNDATION SYSTEM WITH HOMOPOLYMER PAVEMENT / RESISTANT ARIDES WITH A SEMI-CONTINUOUS CONFIGURATION

Country Status (18)

Country Link
US (1) US20110170950A1 (en)
EP (1) EP2356287B1 (en)
JP (1) JP2012503112A (en)
KR (1) KR20110038669A (en)
CN (1) CN102388189B (en)
AU (1) AU2009266512A1 (en)
BR (1) BRPI0915370B1 (en)
CA (1) CA2729779A1 (en)
CL (1) CL2011000003A1 (en)
CO (1) CO6341497A2 (en)
EC (1) ECSP11010799A (en)
IL (1) IL210422A (en)
MA (1) MA32430B1 (en)
PE (1) PE20110234A1 (en)
PT (2) PT104125B (en)
RU (1) RU2509841C2 (en)
UA (1) UA101505C2 (en)
WO (1) WO2010002285A2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BR112016026917B1 (en) * 2014-05-28 2022-02-22 Afonso Moreira Serro LOAD TRANSMISSION DEVICE
CN108642986B (en) * 2018-07-25 2023-11-07 辽宁工程技术大学 Anchor cable structure for controlling uneven settlement of half-dike half-cut base and construction method

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Also Published As

Publication number Publication date
BRPI0915370B1 (en) 2018-11-21
BRPI0915370A2 (en) 2015-11-03
PT2356287E (en) 2015-10-14
US20110170950A1 (en) 2011-07-14
RU2010154175A (en) 2012-08-10
UA101505C2 (en) 2013-04-10
PT104125B (en) 2010-05-28
JP2012503112A (en) 2012-02-02
AU2009266512A1 (en) 2010-01-07
CO6341497A2 (en) 2011-11-21
CL2011000003A1 (en) 2011-09-16
RU2509841C2 (en) 2014-03-20
WO2010002285A2 (en) 2010-01-07
CN102388189B (en) 2014-08-06
CA2729779A1 (en) 2010-01-07
PT104125A (en) 2010-01-04
ECSP11010799A (en) 2011-07-29
CN102388189A (en) 2012-03-21
IL210422A0 (en) 2011-03-31
IL210422A (en) 2013-11-28
EP2356287B1 (en) 2015-06-03
WO2010002285A3 (en) 2012-03-08
KR20110038669A (en) 2011-04-14
EP2356287A2 (en) 2011-08-17
MA32430B1 (en) 2011-06-01

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