HRP20171253T1 - Profile element as carrier structure for the construction of walls - Google Patents

Profile element as carrier structure for the construction of walls Download PDF

Info

Publication number
HRP20171253T1
HRP20171253T1 HRP20171253TT HRP20171253T HRP20171253T1 HR P20171253 T1 HRP20171253 T1 HR P20171253T1 HR P20171253T T HRP20171253T T HR P20171253TT HR P20171253 T HRP20171253 T HR P20171253T HR P20171253 T1 HRP20171253 T1 HR P20171253T1
Authority
HR
Croatia
Prior art keywords
ties
load
bearing
profile
profile element
Prior art date
Application number
HRP20171253TT
Other languages
Croatian (hr)
Inventor
Alfons Jean Knauf
Original Assignee
Knauf Insaat Ve Yapi Elemanlari Sanayi Ve Ticaret A.S.
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 Knauf Insaat Ve Yapi Elemanlari Sanayi Ve Ticaret A.S. filed Critical Knauf Insaat Ve Yapi Elemanlari Sanayi Ve Ticaret A.S.
Publication of HRP20171253T1 publication Critical patent/HRP20171253T1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473U- or C-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Claims (9)

1. Element profila (1), namijenjen da služi kao nosiva struktura za gradnju zidova, osobito zidova koji se sastoje od ploča od gipsane žbuke, gdje navedeni element profila (1) sadrži najmanje jedan mosno područje (2) i najmanje jedno prirubnično područje (3), tako da najmanje jedno prirubnično područje (3) dodatno sadrži elemente za pričvršćivanje (4), koje se može dovesti u kontakt sa segmentima zida, osobito s pločama od gipsane žbuke i slično, gdje mosno područje (2) sadrži najmanje dvije nosive spone (5, 5’), orijentirane uglavnom po dugoj dimenziji profila, čime se sile koje djeluju na element profila (1) preuzima i prenosi dalje po dugoj dimenziji profila, te gdje mosno područje (2) dodatno sadrži više povezujućih spona (7), od kojih se svaka nalazi između nosivih spona (5, 5’) i mehanički je tako povezana s najmanje dvije nosive spone (5, 5’) da preuzima torzijske sile i prenosi ih na susjedne nosive spone (5, 5’), gdje nosive spone (5, 5’) i povezujuće spone (7) su načinjene od materijala mosnog područja (2) u jednoj ravnini, te leže između nosivih spona (5, 5’) i povezujućih spona (7), gdje je materijal mosnog područja (2) tako deformiran kako bi ležao u različitoj ravnini da su udubljenja (8) u obliku trokuta definirana deformiranjem materijala mosnog područja (2) između nosivih spona (5, 5’) i povezujućih spona (7), gdje je ravnina materijala koja leži između nosivih spona (5, 5’) i povezujućih spona (7) pomaknuta kako bi ležala ispod mosnog područja (2), a time i prema najmanje jednom prirubničnom području (3) elementa profila (1), gdje pomak dviju ravnina je između 0,5 i 1,2 debljine materijala upotrijebljenog u pravljenju elementa profila (1), naznačen time što trokuti su u obliku pravokutnih istokračnih trokuta i gdje su parovi pravokutnih istokračnih trokuta tako orijentirani da leže susjedni svakoj drugoj strani središnje nosive spone (5’), gdje je jedan par jedan nasuprot drugog preko njihove hipotenuze, a sljedeći susjedni par je jedan nasuprot drugog preko njihovog pravog kuta.1. Profile element (1), intended to serve as a load-bearing structure for the construction of walls, especially walls consisting of gypsum plasterboards, where said profile element (1) contains at least one bridge area (2) and at least one flange area ( 3), so that at least one flange area (3) additionally contains fastening elements (4), which can be brought into contact with wall segments, in particular plasterboards and the like, where the bridge area (2) contains at least two load-bearing ties (5, 5'), oriented mainly along the long dimension of the profile, whereby the forces acting on the element of the profile (1) are taken over and transmitted further along the long dimension of the profile, and where the bridge area (2) additionally contains several connecting ties (7), each of which is located between the load-bearing ties (5, 5') and is mechanically connected to at least two load-bearing ties (5, 5') in such a way that it takes torsional forces and transmits them to the adjacent load-bearing ties (5, 5'), where load-bearing ties (5, 5') and connecting ties (7) are made of the material of the bridge area (2) in one plane, and lie between the load-bearing ties (5, 5') and the connecting ties (7), where the material of the bridge area is (2) so deformed to lie in a different plane that the triangle-shaped depressions (8) are defined by deforming the material of the bridge area (2) between the supporting ties (5, 5') and the connecting ties (7), where the plane of material lying between the load-bearing ties (5, 5') and the connecting ties (7) is moved to lie under the bridge area (2), and thus towards at least one flange area (3) of the profile element (1), where the displacement of the two planes is between 0.5 and 1.2 of the thickness of the material used in making the profile element (1), characterized in that the triangles are in the form of right-angled isosceles triangles and where pairs of right-angled isosceles triangles are oriented so that they lie adjacent to each other side of the central load-bearing link (5'), where one pair is opposite each other across their hypotenuse, and the next adjacent pair is one opposite the other across their right angle. 2. Element profila (1) u skladu s patentnim zahtjevom 1, naznačen time što u najmanju ruku dio od više povezujućih spona (7) zatvara oštri kut sa susjednim nosivim sponama (5, 5’), osobito kut od otprilike 45°.2. Profile element (1) according to patent claim 1, characterized in that at least a part of several connecting ties (7) closes a sharp angle with the adjacent bearing ties (5, 5'), especially an angle of approximately 45°. 3. Element profila (1) u skladu s bilo patentnim zahtjevom 1 ili 2, naznačen time što je više povezujućih spona (7) jednolično i pravilno smješteno po duljini profila.3. Profile element (1) in accordance with either patent claim 1 or 2, characterized in that several connecting clips (7) are uniformly and properly located along the length of the profile. 4. Element profila (1) u skladu s bilo kojim od prethodnih patentnih zahtjeva, naznačen time što je više povezujućih spona (7) smješteno simetrično u odnosu na nosive spone (5, 5’).4. Profile element (1) in accordance with any of the preceding patent claims, characterized in that several connecting ties (7) are located symmetrically in relation to the load-bearing ties (5, 5'). 5. Element profila (1) u skladu s bilo kojim od prethodnih patentnih zahtjeva, naznačen time što su povezujuće spone (7) i nosive spone (5, 5’) konstruirane kao profili oblikovani valjenjem.5. Profile element (1) in accordance with any of the preceding patent claims, characterized in that the connecting links (7) and the load-bearing links (5, 5') are constructed as profiles formed by rolling. 6. Element profila (1) u skladu s bilo kojim od prethodnih patentnih zahtjeva, naznačen time što se više nosivih spona (5, 5’), koje uključuju središnju nosivu sponu (5’), koja se nalazi u sredini mosnog područja (2), nalazi sredini površine mosnog područja.6. Profile element (1) in accordance with any of the preceding patent claims, characterized in that several load-bearing ties (5, 5'), which include a central load-bearing tie (5'), located in the middle of the bridge area (2 ), located in the middle of the surface of the bridge area. 7. Element profila (1) u skladu s bilo kojim od prethodnih patentnih zahtjeva, naznačen time što svaka od nosivih spona (5, 5’) i povezujućih spona (7) ima uglavnom istu širinu.7. Profile element (1) in accordance with any of the preceding patent claims, characterized in that each of the supporting clips (5, 5') and the connecting clips (7) has substantially the same width. 8. Element profila (1) u skladu s bilo kojim od prethodnih patentnih zahtjeva, naznačen time što je element profila (1) C ili U profil, dvostruki T profil ili Z profil.8. Profile element (1) according to any of the preceding patent claims, characterized in that the profile element (1) is a C or U profile, a double T profile or a Z profile. 9. Element profila (1) u skladu s bilo kojim od prethodnih patentnih zahtjeva, naznačen time što prirubnično područje (3) sadrži više prirubničnih odjeljaka smještenih jedan uz drugog, od kojih je svaki mehanički povezan s mosnim područjem (2).9. The profile element (1) according to any one of the preceding patent claims, characterized in that the flange area (3) contains several flange sections located next to each other, each of which is mechanically connected to the bridge area (2).
HRP20171253TT 2007-01-15 2017-08-16 Profile element as carrier structure for the construction of walls HRP20171253T1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
PCT/EP2007/000300 WO2008086818A1 (en) 2007-01-15 2007-01-15 Profile element as carrier structure for the construction of walls
PCT/EP2008/000260 WO2008087009A1 (en) 2007-01-15 2008-01-15 Profile element as carrier structure for the construction of walls
EP08701116.9A EP2106487B1 (en) 2007-01-15 2008-01-15 Profile element as carrier structure for the construction of walls

Publications (1)

Publication Number Publication Date
HRP20171253T1 true HRP20171253T1 (en) 2017-10-20

Family

ID=38442008

Family Applications (1)

Application Number Title Priority Date Filing Date
HRP20171253TT HRP20171253T1 (en) 2007-01-15 2017-08-16 Profile element as carrier structure for the construction of walls

Country Status (8)

Country Link
EP (1) EP2106487B1 (en)
DK (1) DK2106487T3 (en)
EA (1) EA014816B1 (en)
EG (1) EG25165A (en)
HR (1) HRP20171253T1 (en)
MA (1) MA31184B1 (en)
TN (1) TN2009000301A1 (en)
WO (2) WO2008086818A1 (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011020093A2 (en) 2009-08-14 2011-02-17 Dmfcwbs, Llc Improved structural framing member
USD751733S1 (en) 2010-08-16 2016-03-15 Clark Western Dietrich Building Systems Llc Framing member
USD751222S1 (en) 2010-08-16 2016-03-08 Clarkwestern Dietrich Building Systems Llc Framing member
KR20140105834A (en) 2011-12-21 2014-09-02 델리카 아게 Capsule, system and method for preparing a beverage
FI3068956T3 (en) 2013-11-15 2024-05-29 Knauf Gips Kg Double layer wall system and method for preparing the double layer wall system
WO2015070920A1 (en) 2013-11-15 2015-05-21 Knauf Gips Kg Profile element for supporting at least one wall partition, in particular at least one drywall plasterboard partition
WO2015070919A1 (en) 2013-11-15 2015-05-21 Knauf Gips Kg Method for producing a reinforced profile element
US11927009B2 (en) 2017-05-24 2024-03-12 Saint-Gobain Placo Corrugated construction element
IT201800004060A1 (en) * 2018-03-29 2019-09-29 Eclisse Srl METHOD FOR OBTAINING A VERTICAL OR HORIZONTAL PROFILE FOR THE INTERCONNECTION TO PLASTERBOARD WALLS AND THE RELATIVE METHOD FOR OBTAINING IT
RU196497U1 (en) * 2019-10-24 2020-03-03 Вячеслав Александрович Гринько Perforated truss beam
RU2744549C1 (en) * 2020-06-25 2021-03-11 Александр Игоревич Павлов Metal frame load-bearing elements (options)
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2121962A (en) * 1936-04-16 1938-06-28 Cons Expanded Metal Companies Soundproof wall structure and structural member for use therein
US2246578A (en) * 1939-02-24 1941-06-24 Salardi Albert Bernhard De Trussed structural member and method of and means for its manufacture
AU453003B2 (en) * 1970-09-22 1974-09-19 Jury & Spiers Proprietary Limited Expanded metal structural member
SE394478B (en) * 1974-10-16 1977-06-27 Interoc Fasad Ab PROFILE RAIL OF THIN PLATE FOR USE AS A DISTANCE, STRENGTHENING AND LOAD-TAKING CONSTRUCTION ELEMENTS IN HEAT-INSULATED BUILDING PARTS
DE2817879A1 (en) * 1978-04-24 1979-10-31 Winter Kg Frame supported sound insulating sandwich partition wall - has filter in holes through cross=section wall pieces of hollow units
GB2078276A (en) * 1980-06-12 1982-01-06 Expanded Metal Partition Stud
CA1192015A (en) * 1981-08-12 1985-08-20 Andrew S. Zakrzewski Load bearing thermal steel stud
US4793113A (en) * 1986-09-18 1988-12-27 Bodnar Ernest R Wall system and metal stud therefor
US4909007A (en) * 1987-03-19 1990-03-20 Ernest R. Bodnar Steel stud and precast panel
GB9526416D0 (en) * 1995-12-22 1996-02-21 Midland Ind Holdings Ltd Structural profile
NZ513970A (en) * 1999-02-08 2002-10-25 Rocheway Pty A structural member
IT1311808B1 (en) * 1999-12-07 2002-03-19 Dallan Srl METHOD FOR OBTAINING METALLIC PROFILES FOR PANEL SUPPORT STRUCTURES, PARTICULARLY PLASTERBOARD, AND PROFILE OBTAINABLE WITH THE
DE20022426U1 (en) * 2000-07-18 2001-08-09 Richter-System GmbH & Co KG, 64347 Griesheim Support profile
CA2494821C (en) * 2002-08-05 2014-10-14 Jeffrey A. Anderson Metal framing member and method of manufacture
DE202006008668U1 (en) * 2006-05-30 2006-09-07 Richter-System Gmbh & Co. Kg Sheet metal profile for dry construction systems has two arm sections connected by base section with reinforcement strips extending over entire width of supporting edges at free ends of arms

Also Published As

Publication number Publication date
EG25165A (en) 2011-10-02
EP2106487B1 (en) 2017-05-31
EA200900916A1 (en) 2009-12-30
WO2008086818A1 (en) 2008-07-24
DK2106487T3 (en) 2017-09-11
TN2009000301A1 (en) 2010-12-31
MA31184B1 (en) 2010-02-01
EP2106487A1 (en) 2009-10-07
WO2008087009A1 (en) 2008-07-24
EA014816B1 (en) 2011-02-28

Similar Documents

Publication Publication Date Title
HRP20171253T1 (en) Profile element as carrier structure for the construction of walls
US6601774B1 (en) Toy track system
HRP20210104T1 (en) Profiles
HRP20150729T1 (en) Separation element for traffic areas
HRP20030380B1 (en) Loading member
WO2008084376A3 (en) Frangible bridge structure for a stent, and stent including such bridge structures
FR2911852B1 (en) DEPLOYABLE CONTAINER OF BOTTLES OR THE LIKE
WO2007062646A3 (en) Tubular, hollow, solid guideway beams
UA108086C2 (en) Thin-walled cold formed lightweight building profile element and method of manufacturing such profile element
WO2002103137A8 (en) Tie rod for a strip-type tension member, used in the building trade
JP2014505000A5 (en)
UA88505C2 (en) Beam-like structural component made up of individual parts, constructional element formed thereof, and a process and a device for manufacturing said structural component
SE426333B (en) RULE FOR BUILDING CONSTRUCTIONS AND SIMILAR
WO2009066505A1 (en) Tile bonding strength inspection device and tile bonding strength inspection method using the same
WO2004038102A3 (en) Cycle tracks
WO2009027602A3 (en) Equipment for making fabric with rods, and fabric with rods obtained using said equipment
RS51120B (en) Device and method for widening metal elements
RU174705U1 (en) ORTHOTROPIC COMPOSITE PLATE
ITAN20120168A1 (en) DRIVING DEVICE WITH WEDGE SURFACE FOR BULKY CONVEYORS
HK1041313B (en) Apparatus for non-destructive extensometric measurement of the support forces that can be exerted by an orthesis of the elastic hose type
RU178135U1 (en) ORTHOTROPIC COMPOSITE PLATE
BRPI0708511A2 (en) roof structure steel support system
DK200001903A (en) Way and device for mounting glass facades
CN205116555U (en) Steel truss and belt conveyor system
HRP20220959T1 (en) Seat unit and mobile unit