NO20054188L - Et arrangement av fagverksstag - Google Patents

Et arrangement av fagverksstag

Info

Publication number
NO20054188L
NO20054188L NO20054188A NO20054188A NO20054188L NO 20054188 L NO20054188 L NO 20054188L NO 20054188 A NO20054188 A NO 20054188A NO 20054188 A NO20054188 A NO 20054188A NO 20054188 L NO20054188 L NO 20054188L
Authority
NO
Norway
Prior art keywords
belt
truss
bent
rods
longitudinal direction
Prior art date
Application number
NO20054188A
Other languages
English (en)
Other versions
NO20054188D0 (no
Inventor
George Wegler
Original Assignee
George Wegler
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 George Wegler filed Critical George Wegler
Publication of NO20054188D0 publication Critical patent/NO20054188D0/no
Publication of NO20054188L publication Critical patent/NO20054188L/no

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
    • E04B5/38—Floor 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
    • 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
    • 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
    • E04C5/065—Light-weight girders, e.g. with precast parts

Landscapes

  • 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)
  • Tents Or Canopies (AREA)

Abstract

Et fagverk (1, 4) for avstivende fagverksbjelker (15) for en plate (9) i et byggeelement og med minst én støpt gurt (8). Et bjelkefagverk (1, 4) dannes av tilbøyede staver som er plassert diagonalt, sett i gurtens lengderetning, er festet til gurten og til platen i byggeelementet. De enkelte fagverksstagene (1, 4) fremstilles av staver som tilbøyes til triangellignende form og har endebøyer (2, 2') i begge ender. Tilbøyingen av stavene skjer symmetrisk om hver stavs midtparti og speilvendt i forhold til hverandre slik at de rette endene til staget vil krysse hverandre i et triangelhjørne. Disse tilbøyde endene er slik orientert i forhold til hverandre og lagt slik over hverandre at endebøyene (2, 2') vil danne en løkke hvor armeringsstenger (6) som forløper i gurten (8) sin lengderetning, kan innføres. De nevnte endebøyene (2, 2') innstøpes i gurten (8).
NO20054188A 2003-02-10 2005-09-09 Et arrangement av fagverksstag NO20054188L (no)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0300332A SE524781C2 (sv) 2003-02-10 2003-02-10 Anordning vid fackverksbalkar
PCT/SE2004/000167 WO2004070131A1 (en) 2003-02-10 2004-02-09 An arrangement of truss cords

Publications (2)

Publication Number Publication Date
NO20054188D0 NO20054188D0 (no) 2005-09-09
NO20054188L true NO20054188L (no) 2005-09-30

Family

ID=20290340

Family Applications (1)

Application Number Title Priority Date Filing Date
NO20054188A NO20054188L (no) 2003-02-10 2005-09-09 Et arrangement av fagverksstag

Country Status (8)

Country Link
US (1) US20060185310A1 (no)
EP (1) EP1592854A1 (no)
CN (1) CN100497862C (no)
CA (1) CA2555796C (no)
NO (1) NO20054188L (no)
PL (1) PL376646A1 (no)
SE (1) SE524781C2 (no)
WO (1) WO2004070131A1 (no)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006014789U1 (de) * 2006-09-26 2008-02-07 Daas, Kamal Gittertragwerk
CN101906871A (zh) * 2010-07-15 2010-12-08 天津市建科机械制造有限公司 简易型承力式模板桁架
CN101922231A (zh) * 2010-08-06 2010-12-22 天津市建科机械制造有限公司 简约型承力式模板桁架
CN102108785A (zh) * 2011-01-27 2011-06-29 天津市建科机械制造有限公司 滚焊式模板桁架
EP2719842B1 (en) * 2011-04-29 2015-09-02 Geo-Hidrol, S.A. Framework for structural use
DE202013011404U1 (de) * 2013-07-31 2014-11-04 Sz Schacht- Und Streckenausbau Gmbh Gitterträger
CN104947850B (zh) * 2015-06-17 2016-10-05 中国建筑第二工程局有限公司 屋盖梭形桁架及其施工方法
KR101854160B1 (ko) * 2016-07-15 2018-05-03 (주)엔테이지 횡단면 압축 좌굴이 보강된 프리캐스트 바닥판
CN109403522A (zh) * 2018-11-01 2019-03-01 武汉科技大学 钢筋桁架泡沫混凝土复合楼板
CN114075853A (zh) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 一种砼预应力叠合用底板
CN114075851A (zh) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 一种装配式砼预应力叠合用底板
CN112982771A (zh) * 2021-03-03 2021-06-18 青岛腾远设计事务所有限公司 一种全预制格构式钢筋混凝土免支撑楼板及其制作方法

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US893792A (en) * 1907-05-04 1908-07-21 William C Gabriel Reinforcement for concrete or cement construction.
US2558946A (en) * 1943-11-19 1951-07-03 Fromson Bertram William Reinforced cast structure
GB816059A (en) * 1955-05-18 1959-07-08 Fritz Grebner Lattice girders and structural steel lattice framework
US3885369A (en) * 1973-03-08 1975-05-27 Vigarex Ets Structural element
DE2343452A1 (de) * 1973-08-29 1975-03-06 Rheinbau Gmbh Gittertraeger
US4185423A (en) * 1978-03-27 1980-01-29 Systems Concept, Inc. Lightweight building module
DE3405187C2 (de) * 1983-10-28 1995-07-27 Carl Georg & Sohn Gmbh Co Kg Abziehbalken
DE3436882A1 (de) * 1984-07-27 1986-01-30 Burger, Frank, 8000 München Rahmensystem, insbesondere fuer gestelle und den innenausbau
SE9004176L (sv) * 1990-12-28 1992-04-13 George Wegler Anordning vid byggelement
US5119614A (en) * 1991-01-28 1992-06-09 Superior Precast Concrete post reinforcing apparatus
SE501459C2 (sv) * 1993-07-19 1995-02-20 George Wegler Anordning vid balkupplag
GB2316102B (en) * 1996-08-09 2001-03-07 Mark Eliott Fisher Truss

Also Published As

Publication number Publication date
US20060185310A1 (en) 2006-08-24
WO2004070131A1 (en) 2004-08-19
CA2555796C (en) 2014-11-04
CN1748065A (zh) 2006-03-15
EP1592854A1 (en) 2005-11-09
PL376646A1 (pl) 2006-01-09
CN100497862C (zh) 2009-06-10
NO20054188D0 (no) 2005-09-09
SE0300332L (sv) 2004-08-11
SE0300332D0 (sv) 2003-02-10
CA2555796A1 (en) 2004-08-19
SE524781C2 (sv) 2004-10-05

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Legal Events

Date Code Title Description
FC2A Withdrawal, rejection or dismissal of laid open patent application
CREP Change of representative

Representative=s name: KJELL INDGUL, TORGVEIEN 7 F, 7500