EP1398426A1 - Metallprofil zur Herstellung von Bewehrungsschragen für Träger - Google Patents

Metallprofil zur Herstellung von Bewehrungsschragen für Träger Download PDF

Info

Publication number
EP1398426A1
EP1398426A1 EP20030425579 EP03425579A EP1398426A1 EP 1398426 A1 EP1398426 A1 EP 1398426A1 EP 20030425579 EP20030425579 EP 20030425579 EP 03425579 A EP03425579 A EP 03425579A EP 1398426 A1 EP1398426 A1 EP 1398426A1
Authority
EP
European Patent Office
Prior art keywords
previous
profile
trestle
stretches
irons
Prior art date
Legal status (The legal status 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 status listed.)
Withdrawn
Application number
EP20030425579
Other languages
English (en)
French (fr)
Inventor
Ezio Ferrari
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1398426A1 publication Critical patent/EP1398426A1/de
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261—Monolithic filling members
    • E04B5/265—Monolithic filling members with one or more hollow cores
    • 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
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E04C5/0653—Light-weight girders, e.g. with precast parts with precast parts
    • E04C5/0656—Light-weight girders, e.g. with precast parts with precast parts with lost formwork
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18—Spacers of metal or substantially of metal

Definitions

  • This invention concerns the construction of a profile in metal or in another material for the formation of trestles to be used to make joists in cement brick, concrete or another material, either manufactured in the factory, prefabricated or made and cast during work for use in the building trade for the construction of floors, decking, or other structures, the relative constructional and applicational system.
  • the prior-art joists that are generally used in building have the shape of an equilateral or isosceles triangle and the most commonly used are those in cement brick.
  • the aim of this invention is to provide an element that ensures that the reinforcing irons are positioned in their optimal position both during the assembly phase, the casting phase, the vibration phase and the seasoning phase.
  • the invention also enables other aims to be achieved, namely:
  • this result is achieved by simple conformation of the invention, inasmuch as from the opposing union of two profiles and from the installation of the reinforcing irons both the trestle that is resistant to cutting and locking in the appropriate seat of the reinforcing irons are achieved.
  • a joist has to be made wherein a reinforced section of more than 1000 cm2 is required a iron with a 12 mm diameter with a circumference of 37.704 mm or two irons with a 8 mm diameter with a circumference of 25.136 mm can be used that together amount to 50.272 mm.
  • the trestles that are used in prior-art joists consist of three longitudinal irons placed at the top of an upturned 'V' that are connected together by V-shaped brackets by means of welding or another prior-art technique according to custom whereas the reinforcing irons rest in the chamber of the base, where the trestle formed as above is also inserted.
  • the profile that is the subject of the invention consists of a wire that is suitably bent in order to obtain a series of upturned V-shaped profiles with different dimensions and functions that are nevertheless connected together.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
EP20030425579 2002-09-11 2003-09-09 Metallprofil zur Herstellung von Bewehrungsschragen für Träger Withdrawn EP1398426A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITCR20020017 2002-09-11
IT000017A ITCR20020017A1 (it) 2002-09-11 2002-09-11 Sagomato metallico o in altro materiale per la formazione di tralicci da utilizzare nella realizzazione di travetti

Publications (1)

Publication Number Publication Date
EP1398426A1 true EP1398426A1 (de) 2004-03-17

Family

ID=11441341

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20030425579 Withdrawn EP1398426A1 (de) 2002-09-11 2003-09-09 Metallprofil zur Herstellung von Bewehrungsschragen für Träger

Country Status (2)

Country Link
EP (1) EP1398426A1 (de)
IT (1) ITCR20020017A1 (de)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1126112B (de) * 1955-02-03 1962-03-22 Max Gessner Dipl Ing Dipl Ing Zickzackbuegel fuer Stahlbeton- oder Spannbetontraeger
GB1144119A (en) * 1966-10-18 1969-03-05 Rheinbau Gmbh Improvements in and relating to lattice girders
US3778951A (en) * 1969-11-28 1973-12-18 G Oroschakoff Reinforcement
DE29915237U1 (de) * 1999-08-31 1999-12-23 Mueller Joachim Gitterträger in gespiegelter J-Geometrie

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1126112B (de) * 1955-02-03 1962-03-22 Max Gessner Dipl Ing Dipl Ing Zickzackbuegel fuer Stahlbeton- oder Spannbetontraeger
GB1144119A (en) * 1966-10-18 1969-03-05 Rheinbau Gmbh Improvements in and relating to lattice girders
US3778951A (en) * 1969-11-28 1973-12-18 G Oroschakoff Reinforcement
DE29915237U1 (de) * 1999-08-31 1999-12-23 Mueller Joachim Gitterträger in gespiegelter J-Geometrie

Also Published As

Publication number Publication date
ITCR20020017A1 (it) 2004-03-12
ITCR20020017A0 (it) 2002-09-11

Similar Documents

Publication Publication Date Title
US5459970A (en) Concrete structures and methods for their manufacture
KR0171608B1 (ko) 예비 조립식 내화성 강철보
US20060096236A1 (en) Structural wall apparatuses, systems, and methods
CZ260993A3 (en) Building panel with a metal-sheet structural element
FI91181B (fi) Teräsbetoninen liittorakenne
EP2076637B1 (de) Gebäude deckenkonstruktion mit gerahmter deckenplatte
EP1398426A1 (de) Metallprofil zur Herstellung von Bewehrungsschragen für Träger
EP1398427A1 (de) Element zum Positionieren von Bewehrungen in einem Betonträger
KR100430317B1 (ko) 조립폐쇄단면강콘크리트구조
WO1993011321A1 (fr) Panneaux standards pour la construction de murs et planchers d'un bâtiment
KR102180280B1 (ko) 보강철물을 이용한 주차장용 중공슬래브 이음부 구조
JPH09291598A (ja) 充填鋼管コンクリート構造体の継手構造
JPH01203540A (ja) 傾床型立体駐車場の躯体構造
KR200296951Y1 (ko) 철근콘크리트 슬라브를 위한 데크패널
JPH0949331A (ja) コンクリート建造物の構築工法と構築用部材
JP3643809B2 (ja) プレキャストコンクリート基礎ブロックの連結構造
KR200285919Y1 (ko) 천연석패널
KR0178690B1 (ko) 철근 콘크리트 슬래브의 데크 거어더 및 데크 패널
KR200200417Y1 (ko) 철근콘크리트 슬래브의 데크 거더
KR200152481Y1 (ko) 철근콘크리트 슬래브의 데크패널
JPH07292857A (ja) 継手用異形鋼管を有するｐｃ部材及びその接続方法
AU784217B2 (en) A joint
KR200186307Y1 (ko) 철근 콘크리트 슬래브의 데크 패널
KR200234547Y1 (ko) 철근콘크리트 슬래브의 데크 패널
KR200296952Y1 (ko) 철근콘크리트 슬라브를 위한 데크패널

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

AKX Designation fees paid

Designated state(s): AT CH DE FR GB LI

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20040918