PE20151684A1 - ARMOR, STRUCTURE AND PROCEDURE FOR UNDERGROUND CONSTRUCTION OF REINFORCED CONCRETE - Google Patents

ARMOR, STRUCTURE AND PROCEDURE FOR UNDERGROUND CONSTRUCTION OF REINFORCED CONCRETE

Info

Publication number
PE20151684A1
PE20151684A1 PE2015001802A PE2015001802A PE20151684A1 PE 20151684 A1 PE20151684 A1 PE 20151684A1 PE 2015001802 A PE2015001802 A PE 2015001802A PE 2015001802 A PE2015001802 A PE 2015001802A PE 20151684 A1 PE20151684 A1 PE 20151684A1
Authority
PE
Peru
Prior art keywords
reinforced concrete
armor
procedure
underground construction
fiberglass
Prior art date
Application number
PE2015001802A
Other languages
Spanish (es)
Inventor
Cristiano Bonomi
Original Assignee
Elas Geotecnica Srl
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 Elas Geotecnica Srl filed Critical Elas Geotecnica Srl
Publication of PE20151684A1 publication Critical patent/PE20151684A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E02D27/14—Pile framings, i.e. piles assembled to form the substructure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0053—Including fibers made from glass

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Laminated Bodies (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Piles And Underground Anchors (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Rod-Shaped Construction Members (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Mechanical Engineering (AREA)

Abstract

Una estructura de hormigon armado comprende una armadura (1, 11) compuesta por una pluralidad de elementos alargados longitudinales (2, 12) de fibra de vidrio o de un material similar, dispuestos sustancialmente paralelos entre si en al menos una direccion predeterminada. Los elementos longitudinales alargados estan acoplados entre si por medio de elementos de acoplamiento (3, 13) de fibra de vidrio, o formados por una tira de material de polimero flexible. Se mezclan fibras metalicas y/o sinteticas con la matriz de hormigon para otorgar a la estructura resistencia al cizallamiento, por lo que es posible reducir sustancialmente el numero de elementos de acoplamiento (3, 13)A reinforced concrete structure comprises a reinforcement (1, 11) composed of a plurality of elongated longitudinal elements (2, 12) made of fiberglass or a similar material, arranged substantially parallel to each other in at least one predetermined direction. The elongated longitudinal elements are coupled to each other by means of fiberglass coupling elements (3, 13), or formed by a strip of flexible polymer material. Metallic and / or synthetic fibers are mixed with the concrete matrix to give the structure resistance to shear, so it is possible to substantially reduce the number of coupling elements (3, 13)

PE2015001802A 2013-02-28 2014-02-26 ARMOR, STRUCTURE AND PROCEDURE FOR UNDERGROUND CONSTRUCTION OF REINFORCED CONCRETE PE20151684A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000089A ITBO20130089A1 (en) 2013-02-28 2013-02-28 REINFORCEMENT, STRUCTURE AND PROCEDURE FOR UNDERGROUND CONSTRUCTION OF REINFORCED CONCRETE

Publications (1)

Publication Number Publication Date
PE20151684A1 true PE20151684A1 (en) 2015-12-04

Family

ID=48748327

Family Applications (1)

Application Number Title Priority Date Filing Date
PE2015001802A PE20151684A1 (en) 2013-02-28 2014-02-26 ARMOR, STRUCTURE AND PROCEDURE FOR UNDERGROUND CONSTRUCTION OF REINFORCED CONCRETE

Country Status (18)

Country Link
US (2) US20150354162A1 (en)
EP (1) EP2961927A2 (en)
JP (1) JP2016514222A (en)
KR (1) KR20150121191A (en)
CN (1) CN105143603A (en)
AR (1) AR094890A1 (en)
AU (1) AU2014222355A1 (en)
BR (1) BR112015020011A2 (en)
CA (1) CA2900316A1 (en)
CL (1) CL2015002345A1 (en)
CR (1) CR20150443A (en)
IT (1) ITBO20130089A1 (en)
MX (1) MX2015011223A (en)
PE (1) PE20151684A1 (en)
RU (1) RU2015141004A (en)
SG (2) SG10201709478RA (en)
UY (1) UY35349A (en)
WO (1) WO2014132198A2 (en)

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* Cited by examiner, † Cited by third party
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NL2017893B1 (en) * 2016-11-30 2018-06-11 De Hoop Terneuzen B V Method for making reinforced elongated concrete elements, as well as a separating body
US11149396B2 (en) * 2019-03-22 2021-10-19 Berkel & Company Contractors, Inc. Deformation-compliant rigid inclusions with embedded structural reinforcements
CN110332009B (en) * 2019-07-15 2024-05-10 陕西开拓建筑科技有限公司 Flexible formwork for stirrups
US10676888B1 (en) * 2019-10-16 2020-06-09 William Jordan LLC Corrugated shell bearing piles and installation methods
CN116791422B (en) * 2023-08-28 2023-11-07 创辉达设计股份有限公司 Expressway roadbed structure suitable for soft soil stratum and construction method thereof

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Also Published As

Publication number Publication date
CA2900316A1 (en) 2014-09-04
SG11201506172SA (en) 2015-09-29
WO2014132198A3 (en) 2015-04-23
JP2016514222A (en) 2016-05-19
ITBO20130089A1 (en) 2014-08-29
EP2961927A2 (en) 2016-01-06
CL2015002345A1 (en) 2016-03-04
RU2015141004A (en) 2017-04-03
US20150354162A1 (en) 2015-12-10
SG10201709478RA (en) 2017-12-28
MX2015011223A (en) 2016-05-16
CN105143603A (en) 2015-12-09
AU2014222355A1 (en) 2015-08-20
WO2014132198A2 (en) 2014-09-04
CR20150443A (en) 2016-09-01
UY35349A (en) 2014-07-31
AR094890A1 (en) 2015-09-02
KR20150121191A (en) 2015-10-28
US20170058479A1 (en) 2017-03-02
BR112015020011A2 (en) 2017-07-18

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