ECSP11010799A - MONOLITICAL FOUNDATION SYSTEM WITH RESISTANT HOMOPOLIMERO / ARIDOS PAVEMENT WITH A SEMICONTINUOUS CONFIGURATION - Google Patents

MONOLITICAL FOUNDATION SYSTEM WITH RESISTANT HOMOPOLIMERO / ARIDOS PAVEMENT WITH A SEMICONTINUOUS CONFIGURATION

Info

Publication number
ECSP11010799A
ECSP11010799A EC2011010799A ECSP11010799A ECSP11010799A EC SP11010799 A ECSP11010799 A EC SP11010799A EC 2011010799 A EC2011010799 A EC 2011010799A EC SP11010799 A ECSP11010799 A EC SP11010799A EC SP11010799 A ECSP11010799 A EC SP11010799A
Authority
EC
Ecuador
Prior art keywords
pavement
foundation
load transfer
moment
load
Prior art date
Application number
EC2011010799A
Other languages
Spanish (es)
Inventor
Serro Manuel Lourenco
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 ECSP11010799A publication Critical patent/ECSP11010799A/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

Esta invención se refiere a un sistema (1) de cimentación monolítico con pavimento de homopolímero/áridos resistentes con una configuración semicontínua, que usa un pavimento con elementos de transferencia de carga (5) para la inducción de juntas. Se caracteriza esencialmente porque comprende una cimentación (1) que tiene bloques de poliestireno expandido de alta densidad, que soporta un pavimento de hormigón de cemento semicontínuo, estando formado el encofrado del pavimento por los bloques de poliestireno de la cimentación. Cada una de las placas (5) de transferencia de carga se compone de dos anclajes (6) con dos barras (7) de armadura para la alineación de un inductor (8) de junta, y una junta (9) de rótula 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 junata de rótula libera las losas (4) de hormigón de la tensión provocada por la flexión/tracción con el momento de transferencia de carga, permitiendo que la cimentación (1) no se vea afectada por los momentos flectores que sultan de la carga y haciendo asi que la losa (4) trabaje esencialmente a tensión de comprensión. La existencia de las juntas de rótula permite la cimentación (1) a ser obtenida por el bloque de poliestireno.This invention relates to a monolithic foundation system (1) with resistant homopolymer / aggregate pavement with a semi-continuous configuration, using a pavement with load transfer elements (5) for joint induction. It is essentially characterized in that it comprises a foundation (1) having expanded high density polystyrene blocks, which supports a semi-continuous cement concrete pavement, the pavement formwork being formed by the foundation's polystyrene blocks. Each of the load transfer plates (5) consists of two anchors (6) with two reinforcement bars (7) for the alignment of a joint inductor (8), and a ball joint (9) which, with the moment of load support, it rotates counterclockwise and, with the moment of support generated by the load transfer plates, performs a clockwise movement. Said ball joint junata releases the concrete slabs (4) from the tension caused by flexion / traction with the moment of load transfer, allowing the foundation (1) to be unaffected by the bending moments resulting from the load and thus making the slab (4) work essentially under tension of understanding. The existence of the ball joints allows the foundation (1) to be obtained by the polystyrene block.

EC2011010799A 2008-07-04 2011-02-02 MONOLITICAL FOUNDATION SYSTEM WITH RESISTANT HOMOPOLIMERO / ARIDOS PAVEMENT WITH A SEMICONTINUOUS CONFIGURATION ECSP11010799A (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
ECSP11010799A true ECSP11010799A (en) 2011-07-29

Family

ID=41064548

Family Applications (1)

Application Number Title Priority Date Filing Date
EC2011010799A ECSP11010799A (en) 2008-07-04 2011-02-02 MONOLITICAL FOUNDATION SYSTEM WITH RESISTANT HOMOPOLIMERO / ARIDOS PAVEMENT WITH A SEMICONTINUOUS 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
WO2015183112A1 (en) * 2014-05-28 2015-12-03 MOREIRA SERRO, Afonso 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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RU2164976C1 (en) * 1999-08-23 2001-04-10 Открытое акционерное общество "Научно-исследовательский институт транспортного строительства (ЦНИИС)" Movement joint of bridge roadway
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Also Published As

Publication number Publication date
PT104125B (en) 2010-05-28
EP2356287B1 (en) 2015-06-03
BRPI0915370A2 (en) 2015-11-03
CO6341497A2 (en) 2011-11-21
MA32430B1 (en) 2011-06-01
EP2356287A2 (en) 2011-08-17
JP2012503112A (en) 2012-02-02
CA2729779A1 (en) 2010-01-07
CN102388189B (en) 2014-08-06
KR20110038669A (en) 2011-04-14
AU2009266512A1 (en) 2010-01-07
PT104125A (en) 2010-01-04
PT2356287E (en) 2015-10-14
CL2011000003A1 (en) 2011-09-16
IL210422A (en) 2013-11-28
RU2509841C2 (en) 2014-03-20
WO2010002285A2 (en) 2010-01-07
PE20110234A1 (en) 2011-04-11
US20110170950A1 (en) 2011-07-14
IL210422A0 (en) 2011-03-31
RU2010154175A (en) 2012-08-10
WO2010002285A3 (en) 2012-03-08
CN102388189A (en) 2012-03-21
UA101505C2 (en) 2013-04-10
BRPI0915370B1 (en) 2018-11-21

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