UY35349A - FRAMEWORK, STRUCTURE AND PROCEDURE FOR CONSTRUCTION BURIED CONCRETE CONCRETE - Google Patents
FRAMEWORK, STRUCTURE AND PROCEDURE FOR CONSTRUCTION BURIED CONCRETE CONCRETEInfo
- Publication number
- UY35349A UY35349A UY0001035349A UY35349A UY35349A UY 35349 A UY35349 A UY 35349A UY 0001035349 A UY0001035349 A UY 0001035349A UY 35349 A UY35349 A UY 35349A UY 35349 A UY35349 A UY 35349A
- Authority
- UY
- Uruguay
- Prior art keywords
- concrete
- framework
- procedure
- vitro
- resin
- Prior art date
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 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
Abstract
Una estructura de hormigón reforzado comprende un armazón (1, 11) realizado mediante una pluralidad de tirantes alargados (2, 12) de vitro-resina o material similar, dispuestos entre sí esencialmente en paralelo, según al menos una dirección prede terminada. Los tirantes alargados están vinculados unos con otros mediante elementos de juntura (3, 13) de vitro-resina, o realizados mediante una cinta de material polimérico flexible. A la matriz del hormigón cementado se mezclan fibras metálica s y / o sintéticas para la resistencia de la estructura al corte, permitiendo reducir esencialmente el número de elementos de juntura (3, 13).A reinforced concrete structure comprises a frame (1, 11) made by means of a plurality of elongated straps (2, 12) made of in vitro-resin or similar material, arranged essentially parallel to each other, according to at least one predefined direction. The elongated braces are linked to each other by means of joint elements (3, 13) of vitro-resin, or made of a flexible polymeric material tape. To the matrix of the cemented concrete, metallic and / or synthetic fibers are mixed for the resistance of the structure to the cut, allowing to reduce essentially the number of joint elements (3, 13).
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 |
---|---|
UY35349A true UY35349A (en) | 2014-07-31 |
Family
ID=48748327
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
UY0001035349A UY35349A (en) | 2013-02-28 | 2014-02-26 | FRAMEWORK, STRUCTURE AND PROCEDURE FOR CONSTRUCTION BURIED CONCRETE 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) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
CN110332009A (en) * | 2019-07-15 | 2019-10-15 | 陕西开拓建筑科技有限公司 | A kind of stirrup Flexible formwork assembly |
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 |
Family Cites Families (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3473285A (en) * | 1967-09-29 | 1969-10-21 | Gateway Erectors Inc | Method of erection of concrete reinforcing structures |
CH525354A (en) * | 1970-04-04 | 1972-07-15 | Glatz Horst | Plate-shaped component for concrete structures |
DE2023243A1 (en) * | 1970-05-13 | 1971-12-02 | Glatz, Horst, 3213 Eldagsen | Panel-shaped construction element for concrete structures |
US4297414A (en) * | 1978-07-07 | 1981-10-27 | Mitsui Petrochemical Industries, Ltd. | Reinforcing material for hydraulic substances and method for the production thereof |
US4388791A (en) * | 1980-04-28 | 1983-06-21 | Anderson Frank H | Rebar tie |
IT1241027B (en) | 1990-09-12 | 1993-12-27 | Ilm Tps S P A | METAL FIBER FOR CONCRETE REINFORCEMENT AND EQUIPMENT FOR ITS MANUFACTURE. |
CN1113534A (en) * | 1995-01-11 | 1995-12-20 | 陆建衡 | Composite concrete construction and its design method |
US5836715A (en) * | 1995-11-19 | 1998-11-17 | Clark-Schwebel, Inc. | Structural reinforcement member and method of utilizing the same to reinforce a product |
JP4565303B2 (en) * | 2001-04-12 | 2010-10-20 | 清水建設株式会社 | Explosion control method for concrete structures |
US20030147698A1 (en) * | 2002-02-05 | 2003-08-07 | Marianski James E. | Box lattice support girder |
DE20205133U1 (en) * | 2002-04-03 | 2002-07-25 | Bochumer Eisen Heintzmann | Lattice girders for the reinforcement of concrete structures |
JP2004115997A (en) * | 2002-09-20 | 2004-04-15 | Nippon Steel Composite Co Ltd | Fiber reinforced columnar body for shield machine |
JP4351846B2 (en) * | 2003-01-16 | 2009-10-28 | 日鉄コンポジット株式会社 | Structure of mountain retaining wall for shield excavation |
JP4152234B2 (en) * | 2003-03-31 | 2008-09-17 | 日鉄コンポジット株式会社 | Fiber reinforced column for shield excavation |
CN101126317A (en) * | 2006-08-18 | 2008-02-20 | 深圳市海川实业股份有限公司 | Underground exterior-protected structure for underground tunnel construction |
CN2937300Y (en) * | 2006-08-22 | 2007-08-22 | 深圳市海川实业股份有限公司 | FRP vinyl glass fibre reinfroced plastic strengthening rib cage |
IT1395028B1 (en) | 2009-08-06 | 2012-09-05 | Maccaferri Spa Off | SYSTEM AND PROCEDURE OF ADDITION AND DOSAGE OF FIBERS IN A CEMENTITIOUS MATRIX |
CH702583A2 (en) * | 2010-01-21 | 2011-07-29 | Josef Scherer | Reinforcement mat for reinforced mortar or sprayed mortar layer on underlayment, has carbon fibers running in distinguished direction, which form fabric, core or knitted fabric with polyester or glass fibers |
US20120328896A1 (en) * | 2010-03-02 | 2012-12-27 | Anil Krishna KAR | Reinforcing bar and method for manufacturing the same |
US9162399B2 (en) * | 2010-09-22 | 2015-10-20 | Composite Rebat Technologies, Inc. | Hollow, composite-material rebar structure, associated components, and fabrication apparatus and methodology |
PE20151704A1 (en) * | 2010-10-21 | 2015-11-27 | Reforcetech Ltd | REINFORCEMENT BAR AND METHOD FOR THE MANUFACTURE OF THE SAME |
CN102312482A (en) * | 2011-05-05 | 2012-01-11 | 吕怀民 | Main structure |
CN103321242B (en) * | 2013-06-13 | 2015-04-01 | 中铁隧道集团有限公司 | Subsection steel-bar-distribution prestressed concrete continuous wall and construction method thereof |
CN103306282B (en) * | 2013-06-13 | 2015-10-14 | 中铁隧道集团有限公司 | The prestressed concrete pile of subsection reinforcement and construction method |
CN103938803A (en) * | 2014-04-04 | 2014-07-23 | 浙江大学 | High toughness cement-based material-nonmetal fiber rib composite structure as well as application and application method thereof |
CN205024966U (en) * | 2015-09-18 | 2016-02-10 | 李小青 | A connecting device and GFRP muscle for being connected with GFRP muscle of external screw thread |
-
2013
- 2013-02-28 IT IT000089A patent/ITBO20130089A1/en unknown
-
2014
- 2014-02-26 KR KR1020157026503A patent/KR20150121191A/en not_active Application Discontinuation
- 2014-02-26 CA CA2900316A patent/CA2900316A1/en not_active Abandoned
- 2014-02-26 BR BR112015020011A patent/BR112015020011A2/en not_active IP Right Cessation
- 2014-02-26 SG SG10201709478RA patent/SG10201709478RA/en unknown
- 2014-02-26 CN CN201480011064.XA patent/CN105143603A/en active Pending
- 2014-02-26 CR CR20150443A patent/CR20150443A/en unknown
- 2014-02-26 JP JP2015559586A patent/JP2016514222A/en active Pending
- 2014-02-26 PE PE2015001802A patent/PE20151684A1/en not_active Application Discontinuation
- 2014-02-26 AU AU2014222355A patent/AU2014222355A1/en not_active Abandoned
- 2014-02-26 UY UY0001035349A patent/UY35349A/en not_active Application Discontinuation
- 2014-02-26 EP EP14716001.4A patent/EP2961927A2/en not_active Withdrawn
- 2014-02-26 MX MX2015011223A patent/MX2015011223A/en unknown
- 2014-02-26 RU RU2015141004A patent/RU2015141004A/en not_active Application Discontinuation
- 2014-02-26 WO PCT/IB2014/059260 patent/WO2014132198A2/en active Application Filing
- 2014-02-26 US US14/764,845 patent/US20150354162A1/en not_active Abandoned
- 2014-02-26 SG SG11201506172SA patent/SG11201506172SA/en unknown
- 2014-02-26 AR ARP140100598A patent/AR094890A1/en unknown
-
2015
- 2015-08-21 CL CL2015002345A patent/CL2015002345A1/en unknown
-
2016
- 2016-11-11 US US15/349,209 patent/US20170058479A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
SG10201709478RA (en) | 2017-12-28 |
SG11201506172SA (en) | 2015-09-29 |
EP2961927A2 (en) | 2016-01-06 |
MX2015011223A (en) | 2016-05-16 |
CA2900316A1 (en) | 2014-09-04 |
US20150354162A1 (en) | 2015-12-10 |
CR20150443A (en) | 2016-09-01 |
CN105143603A (en) | 2015-12-09 |
CL2015002345A1 (en) | 2016-03-04 |
KR20150121191A (en) | 2015-10-28 |
US20170058479A1 (en) | 2017-03-02 |
PE20151684A1 (en) | 2015-12-04 |
BR112015020011A2 (en) | 2017-07-18 |
AU2014222355A1 (en) | 2015-08-20 |
WO2014132198A2 (en) | 2014-09-04 |
RU2015141004A (en) | 2017-04-03 |
WO2014132198A3 (en) | 2015-04-23 |
AR094890A1 (en) | 2015-09-02 |
ITBO20130089A1 (en) | 2014-08-29 |
JP2016514222A (en) | 2016-05-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
109 | Application deemed to be withdrawn |
Effective date: 20211110 |