NO20091174L - Stiffening of load-bearing intermediate floor elements in buildings - Google Patents

Stiffening of load-bearing intermediate floor elements in buildings

Info

Publication number
NO20091174L
NO20091174L NO20091174A NO20091174A NO20091174L NO 20091174 L NO20091174 L NO 20091174L NO 20091174 A NO20091174 A NO 20091174A NO 20091174 A NO20091174 A NO 20091174A NO 20091174 L NO20091174 L NO 20091174L
Authority
NO
Norway
Prior art keywords
longitudinal
transverse
intermediate floor
load
beams
Prior art date
Application number
NO20091174A
Other languages
Norwegian (no)
Inventor
Jouko Kansa
Jan Jensen
Markku Heinisuo
Original Assignee
Rautaruukki Oyj
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 Rautaruukki Oyj filed Critical Rautaruukki Oyj
Publication of NO20091174L publication Critical patent/NO20091174L/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
    • 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
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • 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
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Oppfinnelsen gjelder avstivningsstruktur for lastbærende mellomliggende gulvelementer i bygninger, av hvilken rammeverket omfatter lastbærende søyler (10); langsgående sider (Sa) og tverrgående sider (Sb), et mellomliggende armert betonggulvelement (9) i området definert av søylene; på de langsgående sidene av det mellomliggende gulvelementet langsgående stålbjelker (la) eller en kombinasjon av langsgående stålkantbjelker (lb) og langsgående betong-stålsjiktkomposittbjelker (3a), eller langsgående betong-stålsjiktskomposittbjelker (3a); og på de tverrgående sidene av det mellomliggende gulvelementet lastbærende tverrgående stålkantbjelker (lb) eller en kombinasjon av lastbærende tverrgående stålkantbjelker (lb) og tverrgående betongstålsjiktskomposittbjelker (3b). De mellomliggende gulveelementene hviler på de lastbærende tverrgående kantbjelkene. I området ved søylene (10) omfatter avstivningsstrukturen for de mellomliggende gulvelementene effektive L- eller A-utformede overføringselementer (30) for strekkspenning, av hvilke den første grenen (31) er anordnet i retningen av den langsgående siden (Sa) i det mellomliggende gulvelementet og festet til den langsgående kantbjelken (la) og/eller den langsgående komposittbjelken (5a), og den andre grenen (32) er anordnet i retningen av den tverrgående siden (Sb) av det mellomliggende gulvelementet og er festet til den tverrgående kantbjelken (lb) og/eller den tverrgående komposittbjelken (5b).BACKGROUND OF THE INVENTION 1. Field of the Invention The invention relates to a support structure for load-bearing intermediate floor elements in buildings, the framework of which comprises load-bearing columns (10); longitudinal sides (Sa) and transverse sides (Sb), an intermediate reinforced concrete floor element (9) in the area defined by the columns; on the longitudinal sides of the intermediate floor element longitudinal steel beams (1a) or a combination of longitudinal steel edge beams (1b) and longitudinal concrete-steel layer composite beams (3a), or longitudinal concrete-steel layer composite beams (3a); and on the transverse sides of the intermediate floor element load-bearing transverse steel edge beams (lb) or a combination of load-bearing transverse steel edge beams (lb) and transverse concrete steel layer composite beams (3b). The intermediate floor elements rest on the load-bearing transverse edge beams. In the region of the columns (10), the stiffener structure of the intermediate floor elements comprises effective L or A-shaped tensioning transfer elements (30), of which the first branch (31) is arranged in the direction of the longitudinal side (Sa) of the intermediate floor element. and fixed to the longitudinal edge beam (1a) and / or the longitudinal composite beam (5a), and the second branch (32) is arranged in the direction of the transverse side (Sb) of the intermediate floor element and is fixed to the transverse edge beam (1b). ) and / or the transverse composite beam (5b).

NO20091174A 2006-08-25 2009-03-19 Stiffening of load-bearing intermediate floor elements in buildings NO20091174L (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20060760A FI20060760L (en) 2006-08-25 2006-08-25 Stiffening of load-bearing mid-floor slabs in buildings
PCT/FI2007/000079 WO2008023086A1 (en) 2006-08-25 2007-03-30 Stiffening of load-bearing intermediate floor slabs in buildings

Publications (1)

Publication Number Publication Date
NO20091174L true NO20091174L (en) 2009-03-19

Family

ID=36950661

Family Applications (1)

Application Number Title Priority Date Filing Date
NO20091174A NO20091174L (en) 2006-08-25 2009-03-19 Stiffening of load-bearing intermediate floor elements in buildings

Country Status (5)

Country Link
EP (1) EP2076637B1 (en)
FI (1) FI20060760L (en)
NO (1) NO20091174L (en)
RU (1) RU2416007C2 (en)
WO (1) WO2008023086A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2528709C2 (en) * 2012-07-04 2014-09-20 Сергей Юрьевич Малышев Metal frame of building and method of its erection
WO2015131334A1 (en) * 2014-03-04 2015-09-11 东莞市石西智能机器制造有限公司 Building structure and construction method for same
CN105143570B (en) * 2014-03-04 2017-05-17 东莞市石西智能机器制造有限公司 Building structure and construction method thereof
DE102015101171A1 (en) * 2015-01-28 2016-07-28 Max Bögl Stiftung & Co. Kg Floor ceiling and building
US11499314B1 (en) * 2021-07-13 2022-11-15 Alexander Kushner Modular building system, apparatus and method
CN114607083B (en) * 2022-03-23 2024-06-14 山东佳隆建工集团有限公司 Bearing structure for framework plate for assembled building and installation method of bearing structure

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2675895A (en) * 1951-12-15 1954-04-20 Loewenstein Jacob Framework for multistory structures
US2979169A (en) * 1954-08-16 1961-04-11 Yolles Morden Saul Building structure
FR2428714A1 (en) 1978-06-12 1980-01-11 Citroen Sa Industrialised building system - uses steel frame including I=section beams of which wider bottom flanges support bevelled ends of floor slabs
DE9413045U1 (en) * 1994-08-12 1994-11-17 Hummel, Heinz, 49196 Bad Laer Ceiling edge switching element
RU2146320C1 (en) * 1998-08-19 2000-03-10 Спиридонов Владимир Петрович Metal framework of multistory building and unit of metal framework
AUPR062700A0 (en) * 2000-10-10 2000-11-02 Davison, Mark Prefabricated modular building system
DE10213404C1 (en) * 2002-03-26 2003-08-21 Michael Glahns Indirect ceiling cladding with steel reinforced concrete hollow plates attached to carriers via steel clamps engaging reinforcing cables via openings in plates
GR1005228B (en) * 2005-02-01 2006-06-14 Γεωργιος Σταυρου Αδαμακης Mettalic framework, joint and framework construction elements, and method for constructing integrated building installations

Also Published As

Publication number Publication date
FI20060760A7 (en) 2008-02-26
FI20060760A0 (en) 2006-08-25
EP2076637A1 (en) 2009-07-08
RU2009109325A (en) 2010-09-27
RU2416007C2 (en) 2011-04-10
WO2008023086A1 (en) 2008-02-28
EP2076637B1 (en) 2014-07-23
FI20060760L (en) 2008-02-26

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