CY1117733T1 - CONCRETE STRENGTHENING STRUCTURE AND METHOD FOR PRODUCTION OF STRUCTURAL STRENGTHENING STRUCTURE - Google Patents

CONCRETE STRENGTHENING STRUCTURE AND METHOD FOR PRODUCTION OF STRUCTURAL STRENGTHENING STRUCTURE

Info

Publication number
CY1117733T1
CY1117733T1 CY20161100531T CY161100531T CY1117733T1 CY 1117733 T1 CY1117733 T1 CY 1117733T1 CY 20161100531 T CY20161100531 T CY 20161100531T CY 161100531 T CY161100531 T CY 161100531T CY 1117733 T1 CY1117733 T1 CY 1117733T1
Authority
CY
Cyprus
Prior art keywords
strengthening structure
bars
side bars
parallel
production
Prior art date
Application number
CY20161100531T
Other languages
Greek (el)
Inventor
Dimos Kalteziotis
Original Assignee
Sidenor S.A.
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 Sidenor S.A. filed Critical Sidenor S.A.
Publication of CY1117733T1 publication Critical patent/CY1117733T1/en

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
    • 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
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0609—Closed cages composed of two or more coacting cage parts, e.g. transversally hinged or nested parts
    • 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
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0613—Closed cages made of one single bent reinforcement mat

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

Μια δομή για την ενίσχυση σκυροδέματος περιέχει τουλάχιστον ένα κεκαμμένο πλέγμα που σχηματίζεται από προδιαμορφωμένο πλέγμα αποτελούμενο από πλευρικές ράβδους διατεταγμένες παράλληλα και ράβδους συναρμολόγησης διατεταγμένες παράλληλα, όπου οι ράβδοι συναρμολόγησης διατάσσονται κάθετα προς τις πλευρικές ράβδους και συνδέουν τις πλευρικές ράβδους, και εξωτερικό κλωβό σχηματιζόμενο από προδιαμορφωμένο πλέγμα αποτελούμενο από πλευρικές ράβδους διατεταγμένες παράλληλα και ράβδους συναρμολόγησης διατεταγμένες παράλληλα, όπου οι ράβδοι συναρμολόγησης διατάσσονται κάθετα προς τις πλευρικές ράβδους και συνδέουν τις πλευρικές ράβδους. Το ένα τουλάχιστον κεκαμμένο πλέγμα τοποθετείται εντός του εξωτερικού κλωβού, έτσι ώστε όλες οι ράβδοι συναρμολόγησης του ενός τουλάχιστον κεκαμμένου πλέγματος να περικλείονται από πλευρικές ράβδους του εξωτερικού κλωβού.A concrete reinforcement structure comprises at least one bent mesh formed of a preformed mesh consisting of side bars arranged in parallel and mounting bars arranged in parallel, where the mounting bars are arranged perpendicular to the sides and side bars and grid consisting of side bars arranged in parallel and mounting bars arranged in parallel, wherein the bars are assembly arranged perpendicularly to the side bars and connecting the side bars. The at least one bent grid shall be positioned within the outer cage, so that all assembly rods of at least one bent grid are enclosed by side bars of the outer cage.

CY20161100531T 2010-07-01 2016-06-15 CONCRETE STRENGTHENING STRUCTURE AND METHOD FOR PRODUCTION OF STRUCTURAL STRENGTHENING STRUCTURE CY1117733T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2010/059406 WO2012000559A1 (en) 2010-07-01 2010-07-01 Structure for strengthening concrete and method for producing a structure for strengthening concrete

Publications (1)

Publication Number Publication Date
CY1117733T1 true CY1117733T1 (en) 2017-05-17

Family

ID=43768736

Family Applications (1)

Application Number Title Priority Date Filing Date
CY20161100531T CY1117733T1 (en) 2010-07-01 2016-06-15 CONCRETE STRENGTHENING STRUCTURE AND METHOD FOR PRODUCTION OF STRUCTURAL STRENGTHENING STRUCTURE

Country Status (5)

Country Link
EP (1) EP2588677B1 (en)
CY (1) CY1117733T1 (en)
ES (1) ES2576790T3 (en)
PL (1) PL2588677T3 (en)
WO (1) WO2012000559A1 (en)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3744207A (en) * 1971-05-10 1973-07-10 G Oroschakoff Reinforcement for reinforced concrete structures
FR2267432A1 (en) * 1974-04-11 1975-11-07 Longometal Sa Wire mesh cages for concrete reinforcement - are formed from mesh sheets folded into tubular form
AT378979B (en) * 1983-09-01 1985-10-25 Best Baueisen & Stahl REINFORCEMENT FOR STEEL CONCRETE CONSTRUCTION
DE3943739C2 (en) * 1989-04-22 1998-04-30 Hinrich Podendorf Concrete-reinforcing steel cage
US5487251A (en) * 1994-05-06 1996-01-30 Independent Concrete Pipe Apparatus and method for reinforcing cast structures
GR1002860B (en) * 1997-01-03 1998-02-12 Antiseismic spirals for structures.
US6247501B1 (en) * 2000-09-29 2001-06-19 John L. Kaines Clip-on stirrup mat
EP1848867B1 (en) * 2005-01-25 2017-01-04 Sidenor SA Strengthening structure

Also Published As

Publication number Publication date
EP2588677A1 (en) 2013-05-08
PL2588677T3 (en) 2016-09-30
WO2012000559A1 (en) 2012-01-05
EP2588677B1 (en) 2016-03-16
ES2576790T3 (en) 2016-07-11

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