CL2011000003A1 - Monolithic foundation system of resistant homopolymer / aggregates with a semi-continuous configuration, which uses a pavement with load transfer elements for the induction of joints, comprises a foundation that has high density expanded polystyrene blocks. - Google Patents

Monolithic foundation system of resistant homopolymer / aggregates with a semi-continuous configuration, which uses a pavement with load transfer elements for the induction of joints, comprises a foundation that has high density expanded polystyrene blocks.

Info

Publication number
CL2011000003A1
CL2011000003A1 CL2011000003A CL2011000003A CL2011000003A1 CL 2011000003 A1 CL2011000003 A1 CL 2011000003A1 CL 2011000003 A CL2011000003 A CL 2011000003A CL 2011000003 A CL2011000003 A CL 2011000003A CL 2011000003 A1 CL2011000003 A1 CL 2011000003A1
Authority
CL
Chile
Prior art keywords
pavement
foundation
load transfer
polystyrene blocks
high density
Prior art date
Application number
CL2011000003A
Other languages
Spanish (es)
Inventor
Filipe Lourenço Serro Manuel
Manuel Ramos Lopes Leonardo Carlos
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 CL2011000003A1 publication Critical patent/CL2011000003A1/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

Abstract

LA INVENCIÓN SE REFIERE A UN SISTEMA DE CIMENTACIÓN MONOLÍTICO CON PAVIMENTO DE HOMOPOLÍMERO/ÁRIDOS RESISTENTES CON UNA CONFIGURACIÓN SEMICONTINUA, QUE USA UN PAVIMENTO CON ELEMENTOS DE TRANSFERENCIA DE CARGA PARA LA INDUCCIÓN DE JUNTAS, QUE ABSORBE, DEGRADA Y TRANSMITE CARGAS, MEJORANDO LA RESISTENCIA A LA ABRASIÓN Y A LAS FUERZAS EJERCIDAS SOBRE EL PAVIMENTO; QUE<br /> COMPRENDE UNA CIMENTACIÓN (1) COMPUESTA DE BLOQUES DE POLIESTIRENO EXPANDIDO DE ALTA DENSIDAD, UN ENCOFRADO DE PAVIMENTO DE HORMIGÓN DE CEMENTO SEMICONTINUO FORMADO POR LOS BLOQUES .DE POLIESTIRENO DE LA CIMENTACIÓN (1), Y UN PAVIMENTO (3) COMPUESTO DE CEMENTO CONCRETO. ASIMISMO, SE REIVINDICA UN MÉTODO PARA LA EJECUCIÓN DE UNA CIMENTACIÓN/PAVIMENTO QUE ABSORBE, DEGRADA Y TRANSMITE CARGAS, MEJORANDO LA RESISTENCIA A LA ABRASIÓN Y A LAS FUERZAS EJERCIDAS SOBRE EL PAVIMENTO, EN DONDE UNA JUNTA (9) DE RÓTULA LIBERA A UNAS LOSAS DE HORMIGÓN DE LA TENSIÓN PROVOCADA POR LA FLEXIÓN/TRACCIÓN CON EL MOMENTO DE TRANSFERENCIA DE CARGA, PERMITIENDO QUE UNA CIMENTACIÓN (1) NO SE VEA AFECTADA POR LOS MOMENTOS FLECTORES QUE RESULTAN DE LA CARGA Y HACIENDO ASÍ QUE LA LOSA TRABAJE ESENCIALMENTE A TENSIÓN DE COMPRESIÓN.  THE INVENTION REFERS TO A MONOLITHIC FOUNDATION SYSTEM WITH RESISTANT HOMOPOLYMER / AID PAVEMENT WITH A SEMICONTINUOUS CONFIGURATION, THAT USES A PAVEMENT WITH LOAD TRANSFER ELEMENTS, WHICH ABSORBES, DEGRAMS AND DEGRAMS ABRASION AND THE FORCES EXERCISED ON PAVEMENT; THAT <br /> INCLUDES A FOUNDATION (1) COMPOSITE OF EXPANDED HIGH DENSITY POLYSTYRENE BLOCKS, A SEMICONTINUOUS CEMENT CONCRETE PAVEMENT FORMED BY THE FOUNDATION POLYSTYRENE BLOCKS (1), AND A FOUND CONCRETE CEMENT COMPOUND. IN ADDITION, A METHOD FOR THE IMPLEMENTATION OF A FOUNDATION / PAVEMENT THAT ABSORBES, DEGRADED AND TRANSMITTES LOADS, IS IMPROVED, IMPROVING THE RESISTANCE TO ABRASION AND TO THE FORCES EXERCISED ON PAVEMENT, WHERE A BOARD (9) OF A ROTTLE LIB CONCRETE OF THE VOLTAGE CAUSED BY THE FLEXION / TRACTION WITH THE MOMENT OF LOAD TRANSFER, ALLOWING THAT A FOUNDATION (1) IS NOT AFFECTED BY THE FLOWING MOMENTS THAT RESULT FROM THE LOAD AND MAKING THEM SO THAT THE Slab WORKS ESSENTIALLY TO TENSION .

CL2011000003A 2008-07-04 2011-01-04 Monolithic foundation system of resistant homopolymer / aggregates with a semi-continuous configuration, which uses a pavement with load transfer elements for the induction of joints, comprises a foundation that has high density expanded polystyrene blocks. CL2011000003A1 (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
CL2011000003A1 true CL2011000003A1 (en) 2011-09-16

Family

ID=41064548

Family Applications (1)

Application Number Title Priority Date Filing Date
CL2011000003A CL2011000003A1 (en) 2008-07-04 2011-01-04 Monolithic foundation system of resistant homopolymer / aggregates with a semi-continuous configuration, which uses a pavement with load transfer elements for the induction of joints, comprises a foundation that has high density expanded polystyrene blocks.

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
GB2542289A (en) * 2014-05-28 2017-03-15 Serro Moreira 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
BRPI0915370A2 (en) 2015-11-03
CA2729779A1 (en) 2010-01-07
MA32430B1 (en) 2011-06-01
BRPI0915370B1 (en) 2018-11-21
RU2509841C2 (en) 2014-03-20
CN102388189B (en) 2014-08-06
WO2010002285A3 (en) 2012-03-08
IL210422A (en) 2013-11-28
PT104125A (en) 2010-01-04
AU2009266512A1 (en) 2010-01-07
EP2356287B1 (en) 2015-06-03
IL210422A0 (en) 2011-03-31
UA101505C2 (en) 2013-04-10
CN102388189A (en) 2012-03-21
PE20110234A1 (en) 2011-04-11
RU2010154175A (en) 2012-08-10
WO2010002285A2 (en) 2010-01-07
ECSP11010799A (en) 2011-07-29
JP2012503112A (en) 2012-02-02
PT2356287E (en) 2015-10-14
CO6341497A2 (en) 2011-11-21
KR20110038669A (en) 2011-04-14
PT104125B (en) 2010-05-28
EP2356287A2 (en) 2011-08-17
US20110170950A1 (en) 2011-07-14

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