IE38149B1 - Improvements in or relating to sacrificial former members - Google Patents

Improvements in or relating to sacrificial former members

Info

Publication number
IE38149B1
IE38149B1 IE38173A IE38173A IE38149B1 IE 38149 B1 IE38149 B1 IE 38149B1 IE 38173 A IE38173 A IE 38173A IE 38173 A IE38173 A IE 38173A IE 38149 B1 IE38149 B1 IE 38149B1
Authority
IE
Ireland
Prior art keywords
panels
ribs
body portion
side wall
inverted
Prior art date
Application number
IE38173A
Other versions
IE38149L (en
Original Assignee
Barbier & Cie
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 Barbier & Cie filed Critical Barbier & Cie
Publication of IE38149L publication Critical patent/IE38149L/en
Publication of IE38149B1 publication Critical patent/IE38149B1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261Monolithic filling members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/268End filling members to be placed between the floor and the wall, e.g. thermal breaks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Floor Finish (AREA)
  • Buffer Packaging (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

1424584 Permanent floor shuttering G BARBIER & CIE 15 Feb 1973 [16 March 1972] 7612/73 Heading E1W Permanent floor shuttering for ribbed concrete floors comprises a number of rectangular panels 1 in the form of inverted trays, each with a body portion 2 and inclined side walls, e.g. 11, the panels preferably being of expanded polystyrene, and spanning between inverted T-section concrete beams 7. The angle of incline is preferably 30‹ for each side wall and concave fillets 16 are preferably provided at the lower edge of each side wall, the longitudinal side walls preferably being rebated also (as at 5, Fig. 6). The resultant transverse concrete ribs in the floor may be reinforced. Internal transverse stiffening ribs 18 are preferably provided on the panels and their height may be such that when the panels are stacked one on top of each other, the ribs of an upper panel contact the body portion of a lower panel (Fig. 8, not shown). Alternatively they may be lower to avoid such contact. Foamed polyurethane may also be used for the panels. [GB1424584A]
IE38173A 1972-03-16 1973-03-08 Improvements in or relating to sacrificial former members IE38149B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR7209205A FR2175625B1 (en) 1972-03-16 1972-03-16

Publications (2)

Publication Number Publication Date
IE38149L IE38149L (en) 1973-09-16
IE38149B1 true IE38149B1 (en) 1978-01-04

Family

ID=9095303

Family Applications (1)

Application Number Title Priority Date Filing Date
IE38173A IE38149B1 (en) 1972-03-16 1973-03-08 Improvements in or relating to sacrificial former members

Country Status (5)

Country Link
ES (1) ES411641A1 (en)
FR (1) FR2175625B1 (en)
GB (1) GB1424584A (en)
IE (1) IE38149B1 (en)
IT (1) IT973501B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2416315A1 (en) * 1978-02-02 1979-08-31 Gtm Batimen Travaux Publ Compact modular construction panels - mfd. from prefabricated thin-wall weather-resistant shells which can be mounted and packed with insulation on site
FR2625757B1 (en) * 1988-01-13 1990-06-15 Manent Vincent PREFABRICATED ELEMENT FOR THE REALIZATION OF WATER FLOW CHANNELS
GB2215764B (en) * 1988-03-19 1991-07-31 Anthony Gallagher Patterns for determining the profile of an arch
RU2501922C2 (en) * 2011-09-28 2013-12-20 Борис Абрамович Лабковский Precast-cast-in-place floor
CN113323213B (en) * 2021-06-04 2022-09-30 重庆大学 Assembled trompil steel sheet rib superimposed sheet

Also Published As

Publication number Publication date
FR2175625B1 (en) 1974-09-13
FR2175625A1 (en) 1973-10-26
ES411641A1 (en) 1976-05-01
GB1424584A (en) 1976-02-11
IT973501B (en) 1974-06-10
IE38149L (en) 1973-09-16

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