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EP0484345B1 - Verbesserungen an kompositbalken - Google Patents

Verbesserungen an kompositbalken Download PDF

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Publication number
EP0484345B1
EP0484345B1 EP90909826A EP90909826A EP0484345B1 EP 0484345 B1 EP0484345 B1 EP 0484345B1 EP 90909826 A EP90909826 A EP 90909826A EP 90909826 A EP90909826 A EP 90909826A EP 0484345 B1 EP0484345 B1 EP 0484345B1
Authority
EP
European Patent Office
Prior art keywords
ladder
profiles
concrete
steel
connecting 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 - Lifetime
Application number
EP90909826A
Other languages
English (en)
French (fr)
Other versions
EP0484345A1 (de
Inventor
Jörgen Thor
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0484345A1 publication Critical patent/EP0484345A1/de
Application granted granted Critical
Publication of EP0484345B1 publication Critical patent/EP0484345B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders

Definitions

  • the present invention relates to an improvement in a twin-webbed floor beam of steel in composite action with concrete, wherein said beam comprises at least one projecting, horizontal bearing plate for supporting floor structures and said improvement consists of a ladder intended to be fastened to an upper part of the beam in its longitudinal extension.
  • the load carrying capacity of the steel cross-section itself often is so limited that not even the dead load of the floor can be supported, hence the beam must be propped until the concrete has obtained the strength required.
  • the propping involves an evident drawback, since it often is a bar for rational construction.
  • US-A-2 731 824 discloses a steel beam comprising a projecting horizontal bearing plate suitable for supporting floor structures and a ladder which is fastened to an upper part of the beam, and which comprises two longitudinal profiles running parallel to and in a predetermined distance from each other and a number of transverse connecting elements extending between said profiles in a predetermined distance from each other.
  • the function is not a static composite action construction between steel and concrete as the fact is according to the present invention, but the concrete takes mainly the the forces and the function of the steel envelope or housing is to facilitate cross-connecting between the arces.
  • the ties which have a ladderlike appearance have no force transfering function, but only a function in keeping together the two parts of the steel envelope.
  • An object of the present invention is to provide an improvement in the form of a separate and prefabricated ladder in composite beams by which the steel area of the upper part of a beam in a simple way can be increased and hereby increase the compression zone of the steel cross-section before the hardening of the concrete.
  • the ladder also means that the manufacturing of the same can be rationalized in that it can be prefabricated in a number of variants and sizes and be kept in stock for use to different beam sizes depending on loads and spans.
  • the ladder also has such a design that it very easy and quickly can be fixed to the upper part of a floor structure supporting beam e.g by longutudinal, intermittent welding, which also can be performed by an automatic machine.
  • the beam 1 is made of steel and has a form not closer illustrated in the drawing, which admits a composite action with concrete and comprises at least one projecting, horizontal bearing plate 3 for supporting floor structures 4.
  • the prefabricated ladder 2 comprises at least two longitudinal profiles 5 running parallel to and at a predetermined distance from each other, said profiles 5 are positionally fixable to the upper part 6 of the beam 1.
  • the profiles 5 consist of steel bars of rectangular cross section.
  • a number of transverse connecting elements 7 provided in a predetermined distance from each other extend between the profiles 5.
  • the connecting elements 7 consist of steel angle profiles with an apex formation 8, which are fixed by welding to the longitudinal profiles 5 with their axes perpendicular to the webs of said twin-webbed beam.
  • the connecting elements 7 can be designed with any suitable form, but steel angle profiles are to be preferred.
  • the connecting elements 7 are mounted parallel to each other with a mutual spacing of about 200-600 mm along the whole extension of the ladder 2.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Ladders (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (4)

  1. Leiter in einem Doppelsteg-Stahlträger (1) zur Verwendung in einer Verbundwirkung mit Beton, wobei der Träger (1) wenigstens eine vorstehende horizontale Lagerplatte (3) zum Abstützen von Bodenstrukturen (4) aufweist und die Leiter (2) an einem oberen Teil (6) des Doppelsteg-Trägers (1) befestigbar ist, dadurch gekennzeichnet, daß die Leiter (2) eine getrennte und vorgefertigte Leiter ist, die wenigstens zwei Längsprofile (5) aufweist, die parallel zueinander und in einem vorbestimmten Abstand voneinander verlaufen, wobei die Profile (5) an dem oberen Teil (6) des Trägers (1) positionsmäßig befestigbar sind und zwischen den Profilen eine Anzahl von quer verlaufenden Scherverbindungselementen (7) mit einem vorbestimmten wechselseitigen Zwischenraum für die Übertragung einer Scherkraft zwischen dem Träger (1) und Beton unter der Verbundwirkung verlaufen.
  2. Leiter nach Anspruch 1, dadurch gekennzeichnet, daß die Verbindungselemente (7) aus Stahl-Winkelprofilen bestehen, die an den Längsprofilen (5) mit ihren Achsen senkrecht zu den Stegen des Doppelsteg-Trägers befestigt sind.
  3. Leiter nach Anspruch 1, dadurch gekennzeichnet, daß die Längsprofile (5) aus Stahlträgern mit rechteckigem Querschnitt bestehen.
  4. Leiter nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Verbindungselemente (7) parallel zueinander mit einem wechselseitigen Zwischenraum von etwa 200 - 600 mm vorgesehen sind.
EP90909826A 1989-06-15 1990-06-15 Verbesserungen an kompositbalken Expired - Lifetime EP0484345B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
SE8902163A SE466609B (sv) 1989-06-15 1989-06-15 Anordning vid en samverkanbalk
SE8902163 1989-06-15
PCT/SE1990/000427 WO1990015907A1 (en) 1989-06-15 1990-06-15 Improvements in and relating to composite beams

Publications (2)

Publication Number Publication Date
EP0484345A1 EP0484345A1 (de) 1992-05-13
EP0484345B1 true EP0484345B1 (de) 1994-12-21

Family

ID=20376291

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90909826A Expired - Lifetime EP0484345B1 (de) 1989-06-15 1990-06-15 Verbesserungen an kompositbalken

Country Status (5)

Country Link
EP (1) EP0484345B1 (de)
AU (1) AU5846090A (de)
DE (1) DE69015360T2 (de)
SE (1) SE466609B (de)
WO (1) WO1990015907A1 (de)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2731824A (en) * 1956-01-24 hadley
DE3366105D1 (en) * 1982-09-20 1986-10-16 South African Inventions Composite floor structures
SE448897B (sv) * 1983-06-21 1987-03-23 Rolf Nystrom Stalbalk med sluten tversnittsprofil och en undersida med i sidled utskjutande flensar, s k hattprofil
US4646496A (en) * 1985-03-21 1987-03-03 Wilnau John A Structural wall and concrete form system
SE457364B (sv) * 1987-05-11 1988-12-19 Joergen Thor Brandmotstaandskraftig bjaelklagsbalk av staal i samverkan med betong

Also Published As

Publication number Publication date
SE466609B (sv) 1992-03-09
SE8902163D0 (sv) 1989-06-15
AU5846090A (en) 1991-01-08
EP0484345A1 (de) 1992-05-13
DE69015360T2 (de) 1995-08-10
SE8902163L (sv) 1990-12-16
DE69015360D1 (de) 1995-02-02
WO1990015907A1 (en) 1990-12-27

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