RU2015141004A - REINFORCED FRAME, DESIGN AND METHOD OF CONSTRUCTION OF UNDERGROUND REINFORCED CONCRETE STRUCTURES - Google Patents

REINFORCED FRAME, DESIGN AND METHOD OF CONSTRUCTION OF UNDERGROUND REINFORCED CONCRETE STRUCTURES Download PDF

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Publication number
RU2015141004A
RU2015141004A RU2015141004A RU2015141004A RU2015141004A RU 2015141004 A RU2015141004 A RU 2015141004A RU 2015141004 A RU2015141004 A RU 2015141004A RU 2015141004 A RU2015141004 A RU 2015141004A RU 2015141004 A RU2015141004 A RU 2015141004A
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RU
Russia
Prior art keywords
reinforced concrete
longitudinal elements
construction
elongated longitudinal
fiberglass
Prior art date
Application number
RU2015141004A
Other languages
Russian (ru)
Inventor
Кристиано БОНОМИ
Original Assignee
Элас Джеотекника С.Р.Л.
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 Элас Джеотекника С.Р.Л. filed Critical Элас Джеотекника С.Р.Л.
Publication of RU2015141004A publication Critical patent/RU2015141004A/en

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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)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (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)
  • Laminated Bodies (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Materials Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Organic Chemistry (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Piles And Underground Anchors (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (13)

1. Армированная бетонная конструкция, содержащая арматурный каркас (1, 11), выполненный из множества удлиненных продольных элементов (2, 12) из стеклопластика или подобного материала, установленных, по существу, параллельно друг другу по меньшей мере в одном заданном направлении и соединенных друг с другом с помощью соединительных элементов (3, 13), при этом металлические и/или синтетические волокна смешаны с бетоном матрицы.1. A reinforced concrete structure comprising a reinforcing cage (1, 11) made of a plurality of elongated longitudinal elements (2, 12) of fiberglass or similar material, mounted essentially parallel to each other in at least one predetermined direction and connected to each other with the other using connecting elements (3, 13), while the metal and / or synthetic fibers are mixed with the concrete matrix. 2. Армированная бетонная конструкция по п. 1, в которой удлиненные продольные элементы (2, 12) из стеклопластика имеют рифленую наружную поверхность.2. A reinforced concrete structure according to claim 1, in which the elongated longitudinal elements (2, 12) of fiberglass have a corrugated outer surface. 3. Армированная бетонная конструкция по п. 1 или 2, в которой удлиненные продольные элементы (2, 12) имеют диаметр больше приблизительно 28 мм и не больше приблизительно 42 мм.3. A reinforced concrete structure according to claim 1 or 2, in which the elongated longitudinal elements (2, 12) have a diameter greater than approximately 28 mm and not greater than approximately 42 mm. 4. Арматурный каркас для армированной бетонной конструкции по любому из предыдущих пунктов, содержащий множество удлиненных продольных элементов (2, 12) из стеклопластика или подобного материала, установленных, по существу, параллельно друг другу по меньшей мере в одном заданном направлении и соединенных друг с другом с помощью гибких соединительных элементов (3, 13).4. Reinforcing frame for a reinforced concrete structure according to any one of the preceding paragraphs, comprising a plurality of elongated longitudinal elements (2, 12) of fiberglass or similar material, mounted essentially parallel to each other in at least one predetermined direction and connected to each other using flexible connecting elements (3, 13). 5. Арматурный каркас по п. 4, в котором гибкие соединительные элементы (3, 13) содержат полосы полимерного материала, выполненные из жгутов синтетических волокон высокой прочности, заключенных в полимерную оболочку.5. The reinforcing cage according to claim 4, in which the flexible connecting elements (3, 13) contain strips of polymer material made of strands of synthetic fibers of high strength, enclosed in a polymer shell. 6. Арматурный каркас по п. 4 или 5, в котором удлиненные продольные элементы (2, 12) соединены с соответствующими металлическими продольными элементами металлического армирования для изготовления "податливого входного участка".6. The reinforcing cage according to claim 4 or 5, in which the elongated longitudinal elements (2, 12) are connected to the corresponding metal longitudinal elements of metal reinforcement for the manufacture of a “compliant entry section”. 7. Применение армированной бетонной конструкции по любому из пп. 1-3 для строительства временных подземных конструкций при строительстве сооружений с выемкой грунта, например, туннелей и т.п.7. The use of reinforced concrete structures according to any one of paragraphs. 1-3 for the construction of temporary underground structures during the construction of structures with excavation, for example, tunnels, etc. 8. Способ строительства подземных армированных бетонных конструкций, в котором:8. The method of construction of underground reinforced concrete structures, in which: подгот обеспечивают арматурные каркасы (1, 11), выполненные из множества удлиненных продольных элементов (2, 12) из reinforcing frames (1, 11) made of many elongated longitudinal elements (2, 12) of стеклопластика или подобного материала, установленных, по существу, параллельно друг другу по меньшей мере в одном заданном направлении и соединенных друг с другом с помощью соединительных элементов (3, 13),fiberglass or similar material installed essentially parallel to each other in at least one predetermined direction and connected to each other using connecting elements (3, 13), - подготовку выполняют выемки в грунте (T),- the preparation is performed by excavation in the ground (T), - вставляют арматурный каркас (1, 11) в выемку в грунте (T),- insert the reinforcing cage (1, 11) into the excavation in the ground (T), - заполняют выемки в грунте бетоном (21) с включением в его состав арматурного каркаса (1, 11), металлических и/или синтетических волокон, смешиваемых с бетоном.- fill the excavation in the ground with concrete (21) with the inclusion of a reinforcing cage (1, 11), metal and / or synthetic fibers mixed with concrete.
RU2015141004A 2013-02-28 2014-02-26 REINFORCED FRAME, DESIGN AND METHOD OF CONSTRUCTION OF UNDERGROUND REINFORCED CONCRETE STRUCTURES RU2015141004A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ITBO2013A000089 2013-02-28
IT000089A ITBO20130089A1 (en) 2013-02-28 2013-02-28 REINFORCEMENT, STRUCTURE AND PROCEDURE FOR UNDERGROUND CONSTRUCTION OF REINFORCED CONCRETE
PCT/IB2014/059260 WO2014132198A2 (en) 2013-02-28 2014-02-26 Reinforcement, structure and method for underground reinforced concrete constructions

Publications (1)

Publication Number Publication Date
RU2015141004A true RU2015141004A (en) 2017-04-03

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RU2015141004A RU2015141004A (en) 2013-02-28 2014-02-26 REINFORCED FRAME, DESIGN AND METHOD OF CONSTRUCTION OF UNDERGROUND REINFORCED CONCRETE STRUCTURES

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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Also Published As

Publication number Publication date
WO2014132198A3 (en) 2015-04-23
SG10201709478RA (en) 2017-12-28
US20150354162A1 (en) 2015-12-10
BR112015020011A2 (en) 2017-07-18
AR094890A1 (en) 2015-09-02
AU2014222355A1 (en) 2015-08-20
ITBO20130089A1 (en) 2014-08-29
CA2900316A1 (en) 2014-09-04
CL2015002345A1 (en) 2016-03-04
SG11201506172SA (en) 2015-09-29
PE20151684A1 (en) 2015-12-04
WO2014132198A2 (en) 2014-09-04
MX2015011223A (en) 2016-05-16
JP2016514222A (en) 2016-05-19
KR20150121191A (en) 2015-10-28
UY35349A (en) 2014-07-31
CR20150443A (en) 2016-09-01
CN105143603A (en) 2015-12-09
US20170058479A1 (en) 2017-03-02
EP2961927A2 (en) 2016-01-06

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Effective date: 20180606