EP4022151A4 - Column formwork improvements - Google Patents

Column formwork improvements Download PDF

Info

Publication number
EP4022151A4
EP4022151A4 EP20856369.2A EP20856369A EP4022151A4 EP 4022151 A4 EP4022151 A4 EP 4022151A4 EP 20856369 A EP20856369 A EP 20856369A EP 4022151 A4 EP4022151 A4 EP 4022151A4
Authority
EP
European Patent Office
Prior art keywords
column formwork
formwork
column
formwork improvements
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.)
Pending
Application number
EP20856369.2A
Other languages
German (de)
French (fr)
Other versions
EP4022151A1 (en
Inventor
Wasyl Rosati
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.)
Form 700 Pty Ltd
Original Assignee
Form 700 Pty Ltd
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
Priority claimed from AU2019903147A external-priority patent/AU2019903147A0/en
Application filed by Form 700 Pty Ltd filed Critical Form 700 Pty Ltd
Publication of EP4022151A1 publication Critical patent/EP4022151A1/en
Publication of EP4022151A4 publication Critical patent/EP4022151A4/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065Light-weight girders, e.g. with precast parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0645Shear reinforcements, e.g. shearheads for floor slabs

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP20856369.2A 2019-08-28 2020-08-26 Column formwork improvements Pending EP4022151A4 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2019903147A AU2019903147A0 (en) 2019-08-28 Column formwork improvements
PCT/AU2020/000090 WO2021035280A1 (en) 2019-08-28 2020-08-26 Column formwork improvements

Publications (2)

Publication Number Publication Date
EP4022151A1 EP4022151A1 (en) 2022-07-06
EP4022151A4 true EP4022151A4 (en) 2023-09-06

Family

ID=74683231

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20856369.2A Pending EP4022151A4 (en) 2019-08-28 2020-08-26 Column formwork improvements

Country Status (4)

Country Link
US (1) US20220325523A1 (en)
EP (1) EP4022151A4 (en)
AU (1) AU2020335024A1 (en)
WO (1) WO2021035280A1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200454452Y1 (en) * 2008-09-18 2011-07-06 이재수 Pillar
KR20170040447A (en) * 2015-10-02 2017-04-13 (주)엔아이스틸 Structural Mold for Reinforced Concrete Column using Profiled Steel Plate
KR101758493B1 (en) * 2015-12-21 2017-07-17 주식회사 포스코 Precast permanent form and construction method for the same

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5511908A (en) * 1994-04-18 1996-04-30 The United States Of America As Represented By The Secretary Of The Navy Mobile safety structure for containment and handling of hazardous materials
US7464512B1 (en) * 2004-03-10 2008-12-16 Perina Mark J Hollow structural member
US20070278380A1 (en) * 2006-05-30 2007-12-06 Marker Guy L Column and beam construction
US20090282753A1 (en) * 2008-05-19 2009-11-19 Chin-Lu Kuan Shock-Resisting Steel Concrete Structure
CO6290099A1 (en) * 2009-12-10 2011-06-20 Pimiento Efrain Rojas GRADUABLE METALLIC FORMWORK SYSTEM FOR CONCRETE STRUCTURES
KR101584008B1 (en) * 2014-11-10 2016-01-20 (주)더나은구조엔지니어링 Structural Mold for Reinforced Concrete Column Using Profiled Steel Plate
CN106032701B (en) * 2015-11-06 2018-12-25 广州容联建筑科技有限公司 A kind of self-balancing monoblock type template assembly structure of reinforced column
KR101715143B1 (en) * 2016-07-15 2017-03-13 한국건설기술연구원 Concrete filled tube of non-welding using built-in straight type bolt connection slot and wave punching steel plate and construction method threrfor
WO2018107234A1 (en) * 2016-12-14 2018-06-21 Starpartner Pty Ltd Permanent formwork member for a column or beam support member
KR20190041785A (en) * 2017-10-13 2019-04-23 (주)센벡스 Combination structure of permanent concrete form and prefabricated steel assembly for steel composite concrete

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200454452Y1 (en) * 2008-09-18 2011-07-06 이재수 Pillar
KR20170040447A (en) * 2015-10-02 2017-04-13 (주)엔아이스틸 Structural Mold for Reinforced Concrete Column using Profiled Steel Plate
KR101758493B1 (en) * 2015-12-21 2017-07-17 주식회사 포스코 Precast permanent form and construction method for the same

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of WO2021035280A1 *

Also Published As

Publication number Publication date
EP4022151A1 (en) 2022-07-06
US20220325523A1 (en) 2022-10-13
WO2021035280A1 (en) 2021-03-04
AU2020335024A1 (en) 2022-03-31

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