NO20054188L - An arrangement of trade unions - Google Patents

An arrangement of trade unions

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
Norwegian (no)
Other versions
NO20054188D0 (en
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/en
Publication of NO20054188L publication Critical patent/NO20054188L/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
    • 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

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).A truss (1, 4) for stiffening truss beams (15) for a plate (9) in a building element and with at least one molded belt (8). A beam truss (1, 4) is formed of bent rods which are placed diagonally, seen in the longitudinal direction of the belt, attached to the belt and to the plate in the building element. The individual truss bars (1, 4) are made of rods which are bent into a triangular shape and have end bends (2, 2 ') at both ends. The alignment of the rods occurs symmetrically about the center portion of each rod and is mirrored relative to each other so that the straight ends of the rod will intersect in a triangle corner. These bent ends are so oriented with respect to each other and laid so over each other that the end bends (2, 2 ') will form a loop where reinforcing bars (6) extending in the longitudinal direction of the belt (8) can be inserted. Said end buoys (2, 2 ') are embedded in the belt (8).

NO20054188A 2003-02-10 2005-09-09 An arrangement of trade unions NO20054188L (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0300332A SE524781C2 (en) 2003-02-10 2003-02-10 Device at truss beams
PCT/SE2004/000167 WO2004070131A1 (en) 2003-02-10 2004-02-09 An arrangement of truss cords

Publications (2)

Publication Number Publication Date
NO20054188D0 NO20054188D0 (en) 2005-09-09
NO20054188L true NO20054188L (en) 2005-09-30

Family

ID=20290340

Family Applications (1)

Application Number Title Priority Date Filing Date
NO20054188A NO20054188L (en) 2003-02-10 2005-09-09 An arrangement of trade unions

Country Status (8)

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

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006014789U1 (en) * 2006-09-26 2008-02-07 Daas, Kamal Lattice support structure
CN101906871A (en) * 2010-07-15 2010-12-08 天津市建科机械制造有限公司 Simple bearing type template truss
CN101922231A (en) * 2010-08-06 2010-12-22 天津市建科机械制造有限公司 Simple strength bearing type template truss
CN102108785A (en) * 2011-01-27 2011-06-29 天津市建科机械制造有限公司 Roll welding type template truss
ES2549630T3 (en) * 2011-04-29 2015-10-30 Geo-Hidrol, S.A. Armor for structural use
DE202013011404U1 (en) * 2013-07-31 2014-11-04 Sz Schacht- Und Streckenausbau Gmbh girder
CN104947850B (en) * 2015-06-17 2016-10-05 中国建筑第二工程局有限公司 Roof system spindle-shaped truss and construction method thereof
KR101854160B1 (en) * 2016-07-15 2018-05-03 (주)엔테이지 Concrete Precast Slab
CN109403522A (en) * 2018-11-01 2019-03-01 武汉科技大学 Steel bar girder foam concrete composite floor plate
CN114075851A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Bottom plate for assembling type concrete prestress overlapping
CN114075853A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Bottom plate for concrete prestress superposition
CN112982771A (en) * 2021-03-03 2021-06-18 青岛腾远设计事务所有限公司 Fully-prefabricated lattice type reinforced concrete support-free floor and manufacturing method thereof

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 (en) * 1973-08-29 1975-03-06 Rheinbau Gmbh LATTICE GIRDER
US4185423A (en) * 1978-03-27 1980-01-29 Systems Concept, Inc. Lightweight building module
DE3405187C2 (en) * 1983-10-28 1995-07-27 Carl Georg & Sohn Gmbh Co Kg Peel bar
DE3436882A1 (en) * 1984-07-27 1986-01-30 Burger, Frank, 8000 München FRAME SYSTEM, ESPECIALLY FOR FRAMES AND INTERIORS
SE9004176L (en) * 1990-12-28 1992-04-13 George Wegler DEVICE FOR BUILDING ELEMENT
US5119614A (en) * 1991-01-28 1992-06-09 Superior Precast Concrete post reinforcing apparatus
SE501459C2 (en) * 1993-07-19 1995-02-20 George Wegler Device for beam storage
GB2316102B (en) * 1996-08-09 2001-03-07 Mark Eliott Fisher Truss

Also Published As

Publication number Publication date
SE0300332L (en) 2004-08-11
CN100497862C (en) 2009-06-10
SE524781C2 (en) 2004-10-05
SE0300332D0 (en) 2003-02-10
EP1592854A1 (en) 2005-11-09
CN1748065A (en) 2006-03-15
CA2555796A1 (en) 2004-08-19
US20060185310A1 (en) 2006-08-24
CA2555796C (en) 2014-11-04
PL376646A1 (en) 2006-01-09
NO20054188D0 (en) 2005-09-09
WO2004070131A1 (en) 2004-08-19

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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