ES304572A1 - Improvements in the formwork plates. (Machine-translation by Google Translate, not legally binding) - Google Patents

Improvements in the formwork plates. (Machine-translation by Google Translate, not legally binding)

Info

Publication number
ES304572A1
ES304572A1 ES0304572A ES304572A ES304572A1 ES 304572 A1 ES304572 A1 ES 304572A1 ES 0304572 A ES0304572 A ES 0304572A ES 304572 A ES304572 A ES 304572A ES 304572 A1 ES304572 A1 ES 304572A1
Authority
ES
Spain
Prior art keywords
plates
plate
concrete
translation
roof
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.)
Expired
Application number
ES0304572A
Other languages
Spanish (es)
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.)
Hetter & Schrantz AG
Original Assignee
Hetter & Schrantz AG
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 Hetter & Schrantz AG filed Critical Hetter & Schrantz AG
Publication of ES304572A1 publication Critical patent/ES304572A1/en
Expired legal-status Critical Current

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
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Improvements in the formation of formwork plates, especially roof plates or shuttering plates used as ceiling plates, assembled, previously prepared, for the formation of reinforced concrete roofs, characterized by consisting of a concrete slab ( 11) of large size, corresponding in length to the free width of roof supports, and whose thickness corresponds to a part, for example one third, of the thickness of the finished concrete roof, and which shows, a main reinforcement of two or more lattice girders in steel running longitudinally spaced from one joint to another, preferably triangular beams (12) known per se, as well as additionally a transverse or longitudinal assembly (16 or 17) passing through the plate, and which supports the plate and is also possible to be passable, with which, the steel lattice girders are embedded in a way known per se, only in a part of its height in the plac and on the other hand they are surrounded by the front concrete (18) that is introduced on the surface of the plate. (Machine-translation by Google Translate, not legally binding)
ES0304572A 1963-10-03 1964-10-02 Improvements in the formwork plates. (Machine-translation by Google Translate, not legally binding) Expired ES304572A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT793363A AT263381B (en) 1963-10-03 1963-10-03 Prefabricated ceiling or shuttering panel (soffit panel) for the production of cast reinforced concrete ceilings

Publications (1)

Publication Number Publication Date
ES304572A1 true ES304572A1 (en) 1965-03-16

Family

ID=3600848

Family Applications (1)

Application Number Title Priority Date Filing Date
ES0304572A Expired ES304572A1 (en) 1963-10-03 1964-10-02 Improvements in the formwork plates. (Machine-translation by Google Translate, not legally binding)

Country Status (8)

Country Link
AT (1) AT263381B (en)
BE (1) BE653845A (en)
CH (1) CH458688A (en)
DE (2) DE1906202U (en)
ES (1) ES304572A1 (en)
GB (1) GB1083253A (en)
NL (1) NL6411479A (en)
SE (1) SE307002B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3408017A1 (en) * 1984-03-05 1985-09-12 Ketonia GmbH Spannbeton-Fertigteilwerk, 8480 Weiden Prestressed-concrete slab as a prefabricated-building element, process for producing a prestressed-concrete floor from prestressed-concrete slabs of this type, and use of a prestressed-concrete slab as a prefabricated-building element for constructing a prefabricated-concrete floor
DE102009028226A1 (en) * 2009-08-04 2011-02-17 Vacu Team Gmbh Building element e.g. ridge roof, is designed such that intermediate space is formed between two slabs formed from concrete, where slabs are made gas-tight and intermediate space is bounded by peripheral seal
GB2543513A (en) * 2015-10-20 2017-04-26 Bryden Wood Tech Ltd Building system

Also Published As

Publication number Publication date
SE307002B (en) 1968-12-16
AT263381B (en) 1968-07-25
DE1906202U (en) 1964-12-10
DE1459969A1 (en) 1969-10-16
BE653845A (en)
NL6411479A (en) 1965-04-05
CH458688A (en) 1968-06-30
GB1083253A (en) 1967-09-13

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