BR112013030775A2 - anchor system between a concrete component and a steel component - Google Patents
anchor system between a concrete component and a steel componentInfo
- Publication number
- BR112013030775A2 BR112013030775A2 BR112013030775A BR112013030775A BR112013030775A2 BR 112013030775 A2 BR112013030775 A2 BR 112013030775A2 BR 112013030775 A BR112013030775 A BR 112013030775A BR 112013030775 A BR112013030775 A BR 112013030775A BR 112013030775 A2 BR112013030775 A2 BR 112013030775A2
- Authority
- BR
- Brazil
- Prior art keywords
- component
- steel
- concrete
- anchor
- concrete construction
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
- E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
resumo patente de invenção: "sistema de ancoragem entre um compo-nente de concreto e um componente de aço". a presente invenção refere-se a um sistema de ancoragem para conformar uma conexão inseparável entre um componente de construção de concreto (1) que apresenta uma armação com pelo menos um trançado de varas de aço e um componente de aço (3), sendo que pelo menos um ele-mento de ancoragem, formado de uma régua de ancoragem (2), está de tal modo vertido dentro do componente de construção de concreto (1) que pelo menos uma face de conexão, pelo menos parcialmente, salienta-se do com-ponente de construção de concreto (1). o objetivo da invenção reside em aprimorar a capacidade de carga da ancoragem. para esta finalidade está previsto, de acordo com a invenção, que a régua de ancoragem (2) apresente um número de recortes que ao menos parcialmente se projetam dentro do componente de construção de concreto (1), e que são transfixados respecti-vamente pelo menos por uma vara de aço (10) do trançado das varas de aço.patent summary: "anchoring system between a concrete component and a steel component". The present invention relates to an anchor system for forming an inseparable connection between a concrete building member (1) having a frame with at least one steel rod braid and a steel member (3), wherein: at least one anchor element formed of an anchor strip (2) is so poured into the concrete construction component (1) that at least one connection face at least partially protrudes from the concrete construction component (1). The aim of the invention is to improve the anchorage load capacity. For this purpose, it is provided, according to the invention, that the anchor strip (2) has a number of indentations that are at least partially projected within the concrete construction component (1) and which are respectively attached by least by a steel rod (10) of the braided steel rods.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102011105329A DE102011105329B4 (en) | 2011-06-03 | 2011-06-03 | Composite component and reinforced concrete steel structure produced therewith |
PCT/EP2012/059349 WO2012163708A1 (en) | 2011-06-03 | 2012-05-21 | Anchoring system between a concrete component and a steel component |
Publications (1)
Publication Number | Publication Date |
---|---|
BR112013030775A2 true BR112013030775A2 (en) | 2016-12-06 |
Family
ID=46384314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BR112013030775A BR112013030775A2 (en) | 2011-06-03 | 2012-05-21 | anchor system between a concrete component and a steel component |
Country Status (10)
Country | Link |
---|---|
US (1) | US20140083044A1 (en) |
EP (1) | EP2715005B1 (en) |
JP (1) | JP2014523982A (en) |
KR (1) | KR20140043763A (en) |
CN (1) | CN103688003A (en) |
BR (1) | BR112013030775A2 (en) |
CA (1) | CA2837389A1 (en) |
DE (1) | DE102011105329B4 (en) |
WO (1) | WO2012163708A1 (en) |
ZA (1) | ZA201308246B (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105952059B (en) * | 2016-07-05 | 2024-01-23 | 北京交通大学 | Reinforcing steel bar anchoring method for replacing high-strength reinforcing steel bar hook |
CN107170488B (en) * | 2017-05-24 | 2019-05-21 | 安徽科创智慧知识产权服务有限公司 | A kind of skeleton to be poured of concrete containment |
CN107170489B (en) * | 2017-05-24 | 2019-05-21 | 安徽科创智慧知识产权服务有限公司 | The prestress pipe arrangement of reactor concrete containment |
KR102003670B1 (en) * | 2018-08-03 | 2019-07-25 | 한국건설기술연구원 | Textile reinforced concrete structure using textile grid fixing apparatus, and construction method for the same |
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-
2011
- 2011-06-03 DE DE102011105329A patent/DE102011105329B4/en not_active Expired - Fee Related
-
2012
- 2012-05-21 CN CN201280027003.3A patent/CN103688003A/en active Pending
- 2012-05-21 WO PCT/EP2012/059349 patent/WO2012163708A1/en active Application Filing
- 2012-05-21 JP JP2014513117A patent/JP2014523982A/en active Pending
- 2012-05-21 BR BR112013030775A patent/BR112013030775A2/en not_active IP Right Cessation
- 2012-05-21 KR KR1020137034611A patent/KR20140043763A/en not_active Application Discontinuation
- 2012-05-21 EP EP12729892.5A patent/EP2715005B1/en not_active Not-in-force
- 2012-05-21 CA CA2837389A patent/CA2837389A1/en not_active Abandoned
-
2013
- 2013-11-04 ZA ZA2013/08246A patent/ZA201308246B/en unknown
- 2013-12-03 US US14/095,145 patent/US20140083044A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
WO2012163708A1 (en) | 2012-12-06 |
EP2715005B1 (en) | 2015-01-07 |
CN103688003A (en) | 2014-03-26 |
CA2837389A1 (en) | 2012-12-06 |
JP2014523982A (en) | 2014-09-18 |
KR20140043763A (en) | 2014-04-10 |
US20140083044A1 (en) | 2014-03-27 |
DE102011105329B4 (en) | 2013-06-27 |
EP2715005A1 (en) | 2014-04-09 |
ZA201308246B (en) | 2014-09-25 |
DE102011105329A1 (en) | 2012-12-06 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
B08F | Application dismissed because of non-payment of annual fees [chapter 8.6 patent gazette] | ||
B08K | Patent lapsed as no evidence of payment of the annual fee has been furnished to inpi [chapter 8.11 patent gazette] |