BR112015020011A2 - reinforcement, structure and method for underground reinforced concrete constructions - Google Patents
reinforcement, structure and method for underground reinforced concrete constructionsInfo
- Publication number
- BR112015020011A2 BR112015020011A2 BR112015020011A BR112015020011A BR112015020011A2 BR 112015020011 A2 BR112015020011 A2 BR 112015020011A2 BR 112015020011 A BR112015020011 A BR 112015020011A BR 112015020011 A BR112015020011 A BR 112015020011A BR 112015020011 A2 BR112015020011 A2 BR 112015020011A2
- Authority
- BR
- Brazil
- Prior art keywords
- reinforcement
- reinforced concrete
- concrete constructions
- underground reinforced
- fiberglass
- 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
resumo patente de invenção: "reforço, estrutura e método para construções de concreto reforçado subterrâneas". a presente invenção refere-se a uma estrutura de concreto reforçado que compreende um reforço (1, 11) feito a partir de uma pluralidade de membros longitudinais alongados (2, 12) de fibra de vidro ou um material similar, dispostos substancialmente paralelos uns aos outros em pelo menos uma direção predeterminada. os membros longitudinais alongados são acoplados uns aos outros por meio de membros de acoplamento (3, 13) de fibra de vidro ou formados por uma tira de material de polímero flexível. o metal e/ou as fibras sintéticas são misturados com a matriz de concreto para conferir à estrutura resistência ao cisalhamento, tornando possível reduzir substancialmente o número de membros de acoplamento (3, 13).patent summary: "reinforcement, structure and method for underground reinforced concrete constructions". The present invention relates to a reinforced concrete structure comprising a reinforcement (1,11) made from a plurality of elongated longitudinal members (2, 12) of fiberglass or a similar material arranged substantially parallel to each other. others in at least one predetermined direction. the elongate longitudinal members are coupled to each other by means of fiberglass coupling members (3, 13) or formed by a strip of flexible polymer material. The metal and / or synthetic fibers are mixed with the concrete matrix to give the structure shear strength, making it possible to substantially reduce the number of coupling members (3, 13).
Applications Claiming Priority (2)
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 |
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 |
---|---|
BR112015020011A2 true BR112015020011A2 (en) | 2017-07-18 |
Family
ID=48748327
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BR112015020011A BR112015020011A2 (en) | 2013-02-28 | 2014-02-26 | reinforcement, structure and method for underground reinforced concrete constructions |
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 |
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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 |
UY35349A (en) | 2014-07-31 |
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 |
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 |
---|---|---|---|
B06F | Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette] | ||
B08F | Application dismissed because of non-payment of annual fees [chapter 8.6 patent gazette] |
Free format text: REFERENTE A 5A ANUIDADE. |
|
B08K | Patent lapsed as no evidence of payment of the annual fee has been furnished to inpi [chapter 8.11 patent gazette] |
Free format text: EM VIRTUDE DO ARQUIVAMENTO PUBLICADO NA RPI 2503 DE 26-12-2018 E CONSIDERANDO AUSENCIA DE MANIFESTACAO DENTRO DOS PRAZOS LEGAIS, INFORMO QUE CABE SER MANTIDO O ARQUIVAMENTO DO PEDIDO DE PATENTE, CONFORME O DISPOSTO NO ARTIGO 12, DA RESOLUCAO 113/2013. |