GB827093A - Improvements in or relating to composite steel and concrete structures - Google Patents

Improvements in or relating to composite steel and concrete structures

Info

Publication number
GB827093A
GB827093A GB1371557A GB1371557A GB827093A GB 827093 A GB827093 A GB 827093A GB 1371557 A GB1371557 A GB 1371557A GB 1371557 A GB1371557 A GB 1371557A GB 827093 A GB827093 A GB 827093A
Authority
GB
United Kingdom
Prior art keywords
concrete
girder
steel
composite steel
april
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
GB1371557A
Inventor
Ralph Alan Sefton Jenkins
John Marks Plowman
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.)
RALPH ALAN SEFTON JENKINS
Original Assignee
RALPH ALAN SEFTON JENKINS
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 RALPH ALAN SEFTON JENKINS filed Critical RALPH ALAN SEFTON JENKINS
Priority to GB1371557A priority Critical patent/GB827093A/en
Publication of GB827093A publication Critical patent/GB827093A/en
Expired legal-status Critical Current

Links

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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • 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
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

827,093. Composite steel and concrete structures. JENKINS, R. A. S. April 22, 1958 [April 30, 1957], No. 13715/57. Class 20(4) In composite steel and concrete floors, ceilings, roofs, bridges and the like, a concrete layer 1 has at least one beam comprising an inverted steel T-section girder 2 provided with means 3 at the upper non-flanged part, to key the girder to the concrete and to provide longitudinal shear reinforcement therebetween, the girder extending downwards from the concrete layer and may or may not be concrete encased. The means 3 may be a mild steel helix of wire or rod as shown, welded to the girder 2 at spaced points 4 or, in a modification. Figs. 4, 5 (not shown) may be in the form of expanded metal welded to the girder at suitable intervals. The girder may be of various sections or formed from rolled steel joists cut either along the web or so as to have one flange removed. The joists may be cut along their webs in a castellated manner and the concrete may be cast in situ or may be of pre-cast units particularly where used in roof constructions.
GB1371557A 1957-04-30 1957-04-30 Improvements in or relating to composite steel and concrete structures Expired GB827093A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1371557A GB827093A (en) 1957-04-30 1957-04-30 Improvements in or relating to composite steel and concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1371557A GB827093A (en) 1957-04-30 1957-04-30 Improvements in or relating to composite steel and concrete structures

Publications (1)

Publication Number Publication Date
GB827093A true GB827093A (en) 1960-02-03

Family

ID=10028055

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1371557A Expired GB827093A (en) 1957-04-30 1957-04-30 Improvements in or relating to composite steel and concrete structures

Country Status (1)

Country Link
GB (1) GB827093A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3282017A (en) * 1963-05-14 1966-11-01 Frank C Rothermel Method of providing increased strength to composite beam construction
US3596421A (en) * 1969-01-21 1971-08-03 Elkhart Bridge & Iron Co Structural beam for supporting concrete flooring
DE3204590A1 (en) * 1982-02-10 1983-08-25 Idsteiner Stahl- und Verbundträgerbau GmbH, 6270 Idstein Composite girder
EP0086966A1 (en) * 1982-02-08 1983-08-31 Irmfried Brendel Reinforced concrete composite beam
CN107246095A (en) * 2016-12-01 2017-10-13 牛智勇 A kind of compound floor modules of steel skeleton
CN117386013A (en) * 2023-12-12 2024-01-12 北京工业大学 Assembled outsourcing concrete shaped steel dysmorphism post-T shape concatenation combination honeycomb beam structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3282017A (en) * 1963-05-14 1966-11-01 Frank C Rothermel Method of providing increased strength to composite beam construction
US3596421A (en) * 1969-01-21 1971-08-03 Elkhart Bridge & Iron Co Structural beam for supporting concrete flooring
EP0086966A1 (en) * 1982-02-08 1983-08-31 Irmfried Brendel Reinforced concrete composite beam
DE3204590A1 (en) * 1982-02-10 1983-08-25 Idsteiner Stahl- und Verbundträgerbau GmbH, 6270 Idstein Composite girder
CN107246095A (en) * 2016-12-01 2017-10-13 牛智勇 A kind of compound floor modules of steel skeleton
CN117386013A (en) * 2023-12-12 2024-01-12 北京工业大学 Assembled outsourcing concrete shaped steel dysmorphism post-T shape concatenation combination honeycomb beam structure
CN117386013B (en) * 2023-12-12 2024-03-26 北京工业大学 Assembled outsourcing concrete shaped steel dysmorphism post-T shape concatenation combination honeycomb beam structure

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