GB1536327A - Floor members for building - Google Patents

Floor members for building

Info

Publication number
GB1536327A
GB1536327A GB321076A GB321076A GB1536327A GB 1536327 A GB1536327 A GB 1536327A GB 321076 A GB321076 A GB 321076A GB 321076 A GB321076 A GB 321076A GB 1536327 A GB1536327 A GB 1536327A
Authority
GB
United Kingdom
Prior art keywords
concrete
braces
web
elements
longitudinal elements
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
GB321076A
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.)
EVANS BROS Ltd
Original Assignee
EVANS BROS 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
Application filed by EVANS BROS Ltd filed Critical EVANS BROS Ltd
Priority to GB321076A priority Critical patent/GB1536327A/en
Publication of GB1536327A publication Critical patent/GB1536327A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/06—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement with beams placed against one another optionally with pointing-mortar

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

1536327 Floor beams EVANS BROS (CONCRETE) Ltd 8 Dec 1976 [28 Jan 1976] 03210/76 Heading E1W A composite floor beam comprises a lattice truss built up of welded steel rod comprising three spaced parallel upper longitudinal elements 1, chord element 2 spaced below the intermediate upper element, diagonal braces 3 and triangular loops in lateral planes at the junction of braces 3 with the longitudinal elements 1 and 2. All the elements are enclosed in cast concrete in a shape which provides an elongate horizontal deck 5, a vertical longitudinal web 6 and a series of lateral webs 7. Areas 8 of the concrete forming web 6 are thinner than the remaining parts of the concrete to enable apertures to be formed in the web for the passage of cables, pipes &c. If the direction of inclination of the braces 10 is reversed so that the concrete is in compression the metal reinforcements may be omitted.
GB321076A 1976-12-08 1976-12-08 Floor members for building Expired GB1536327A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB321076A GB1536327A (en) 1976-12-08 1976-12-08 Floor members for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB321076A GB1536327A (en) 1976-12-08 1976-12-08 Floor members for building

Publications (1)

Publication Number Publication Date
GB1536327A true GB1536327A (en) 1978-12-20

Family

ID=9754038

Family Applications (1)

Application Number Title Priority Date Filing Date
GB321076A Expired GB1536327A (en) 1976-12-08 1976-12-08 Floor members for building

Country Status (1)

Country Link
GB (1) GB1536327A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164969A (en) * 1984-09-28 1986-04-03 Tartan Buildings Limited Prefabricated building with service feed passages
WO1993020302A1 (en) * 1992-04-06 1993-10-14 Berger Lintels International Pty Ltd Lintels
WO2017196191A1 (en) * 2016-05-09 2017-11-16 Bryzik Grzegorz Floor prefabricated element

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164969A (en) * 1984-09-28 1986-04-03 Tartan Buildings Limited Prefabricated building with service feed passages
WO1993020302A1 (en) * 1992-04-06 1993-10-14 Berger Lintels International Pty Ltd Lintels
WO2017196191A1 (en) * 2016-05-09 2017-11-16 Bryzik Grzegorz Floor prefabricated element

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Legal Events

Date Code Title Description
PS Patent sealed
PCNP Patent ceased through non-payment of renewal fee