ME00490B - Sheet metal section for dry construction - Google Patents
Sheet metal section for dry constructionInfo
- Publication number
- ME00490B ME00490B MEP-2008-783A MEP78308A ME00490B ME 00490 B ME00490 B ME 00490B ME P78308 A MEP78308 A ME P78308A ME 00490 B ME00490 B ME 00490B
- Authority
- ME
- Montenegro
- Prior art keywords
- profile
- fact
- reinforcement belt
- profile according
- rib
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims description 31
- 239000002184 metal Substances 0.000 title claims description 7
- 230000002787 reinforcement Effects 0.000 claims abstract description 46
- 239000000463 material Substances 0.000 claims description 27
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 238000005304 joining Methods 0.000 claims description 3
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 4
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000007688 edging Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
-
- 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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; 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
- E04C2003/0421—Joists; 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
-
- 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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; 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
- E04C2003/0473—U- or C-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
- Finishing Walls (AREA)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
- Floor Finish (AREA)
- Connection Of Plates (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Ovaj pronalazak odnosi se na profil od lima za suvu gradnju sa dva rebra profila (2) i jednim donjim segmentom (3) koji povezuje rebra profila (2), kao i najmanje jednim pojasom za ojačanje (5) koji je postavljen na jednom od rebara profila (3). Pronalazak je karakterisan time, što je na rebru profila (2) predvidjeno sredstvo kojim se pričvršćuje pojas za ojačanje (5).The present invention relates to a drywall profile with two profile ribs (2) and one lower segment (3) connecting the profile ribs (2), as well as at least one reinforcement belt (5) mounted on one of the ribs profiles (3). The invention is characterized in that a means is provided on the rib profile (2) for securing the reinforcement belt (5).
Description
Profil od lima za suvu gradnju Sheet metal profile for dry construction
Ovaj pronalazak se odnosi na profil od lima za suvu gradnju, sa dva rebra profila i jednim donjim segmentom koji povezuje rebra profila, kao i sa najmanje jednim pojasom za ojačanje koji je postavljen na jednom od rebara profila. This invention relates to a sheet profile for dry construction, with two profile ribs and one lower segment connecting the profile ribs, as well as with at least one reinforcing belt placed on one of the profile ribs.
Ovakvi profili od lima se u suvoj gradnji upotrebljavaju u različitim konstrukcijama. Jedna od poznatih konstrukcija ovakvog provila označava se kao C-profil i ima dva rebra profila i jedan donji segment koji povezuje rebra profila, pri čemu je na rebrima profila uvek postavljena previjena noseća ivica koja se proteže uzdužno po profilu. These sheet metal profiles are used in dry construction in various constructions. One of the well-known constructions of this type of profile is designated as C-profile and has two profile ribs and one lower segment that connects the profile ribs, where the profile ribs are always fitted with a bent supporting edge that extends longitudinally along the profile.
U DIN 18 182 (deo 1) u izdanju od januara 1987. godine, opisano je da se kod jednog takvog C-profila na noseću ivicu postavi dvostruko oivičenje, pri čemu se ovaj dvostruki pojas proteže preko jednog dela širine noseće ivice. In DIN 18 182 (part 1) in the edition of January 1987, it is described that in one such C-profile a double edging is placed on the bearing edge, whereby this double belt extends over a part of the width of the bearing edge.
Dalje je stručnjacima poznato, da se C-profil može stabilnije formirati korišćenjem lima sa većom debljinom materijala. Furthermore, experts know that the C-profile can be formed more stably by using a sheet with a greater material thickness.
Zadatak ovog pronalaska je da se profil koji odgovara vrsti dalje razvije na takav način da kod date debljine materijala bude naročito stabilan. The task of this invention is to further develop the profile that corresponds to the type in such a way that it is particularly stable at a given material thickness.
Ovaj zadatak se rešava pomoću profila od lima za suvu gradnju sa dva rebra profila i jednim donjim segmentom koji spaja rebra profila, kao i sa najmanje jednim pojasom za ojačanje koji je postavljen na jedno od rebara profila, pri čemu su na rebro profila postavljena sredstva za pričvršćenje pojasa za ojačanje. This task is solved using a sheet profile for dry construction with two profile ribs and one lower segment connecting the profile ribs, as well as with at least one reinforcing belt that is placed on one of the profile ribs, whereby the profile rib is equipped with means for fastening of the reinforcement belt.
Oblikovanjem u skladu sa pronalaskom, omogućava se znatno povećanje stabilnosti profila. Zbog sredstava za pričvršćenje pojasa za ojačanje, može se postići efikasna primena sile a time i dobro iskorišćenje materijala. Tako po privi put postaje moguće, da se za profil koristi tanji lim, a da se ipak očuvaju vrednosti stabilnosti za profil, koje su se ranije mogle postići samo znatno debljim limom. Iz ovoga proizlazi znatan potencijal uštede, jer se upotreba materijala sveukupno može značajno redukovati. Doduše, zbog pojasa za ojačanje potrebna je nešto veća površina materijala. Ovo se ipak zbog upotrebe tanjeg lima više nego kompenzuje, tako da se ukupno potrošnja materijala a time i troškovi proizvodnje mogu smanjiti. Još jedna prednost je i što se rukovanje i transport zbog manje težine koja se može postići, olakšavaju. By molding in accordance with the invention, it is possible to significantly increase the stability of the profile. Due to the means for attaching the reinforcement belt, an efficient application of force and thus a good use of the material can be achieved. In this way, it becomes possible to use a thinner sheet for the profile, and still preserve the stability values for the profile, which previously could only be achieved with a much thicker sheet. This results in significant savings potential, as overall material usage can be significantly reduced. Admittedly, due to the reinforcement belt, a slightly larger area of material is required. However, due to the use of thinner sheet metal, this is more than compensated for, so that overall material consumption and thus production costs can be reduced. Another advantage is that handling and transport are made easier due to the lower weight that can be achieved.
Dalje poboljšanje stabilnosti se postiže time, što su sredstva za pričvršćenje pojasa za ojačanje na rebru profila karakterisana plastičnim deformacijama materijala pojasa za ojačanje i/ili rebra profila. Pritom se naročito može predvideti mnoštvo lokalnih plastičnih deformacija materijala. A further improvement in stability is achieved by the fact that the means for attaching the reinforcing belt to the profile rib are characterized by plastic deformations of the material of the reinforcing belt and/or the profile rib. In particular, a multitude of local plastic deformations of the material can be predicted.
Dalje se kao korisno pokazalo kada plastične deformacije materijala imaju uzdužan oblik i kada se naročito protežu uzdužno na pojas za ojačanje. Furthermore, it has proven to be useful when the plastic deformations of the material have a longitudinal shape and when they especially extend longitudinally to the reinforcement belt.
Od koristi je što se plastične deformacije materijala mogu dobiti deformacionim spajanjem rebra profila, npr. nosećom ivicom koja se obrazuje na ovo, i pojasom za ojačanje, a naročito pomoću previjanja. It is useful that plastic deformations of the material can be obtained by deformational joining of the rib of the profile, e.g. with a supporting edge that forms on this, and a belt for reinforcement, especially by means of wrapping.
Ako sredstva za pričvršćenje pojasa za ojačanje na rebru profila sadrže sredstvo za lepljenje, još se više može poboljšati stabilnost profila. If the means for attaching the reinforcing belt to the rib of the profile contains an adhesive, the stability of the profile can be further improved.
Izrada profila je posebno jednostavna onda, kada je pojas za ojačanje deo rebra profila koji je savijen unatrag, a koji je fiksiran sredstvom za pričvršćenje pojasa za ojačanje. The production of the profile is particularly simple when the reinforcement belt is a part of the rib of the profile that is bent back, and which is fixed with means for attaching the reinforcement belt.
Alternativno, pojas za ojačanje može da bude i poseban element, naročito limeni pojas. U ovom slučaju, faza deformacije lima otpada, s obzirom na to da se pojas za ojačanje ne mora savijati unatrag. Umesto toga, pojas za ojačanje se kod izrade može odvojeno uvesti i pomoću sredstava za pričvršćenje spojiti sa rebrom profila, npr. njegovom nosećom ivicom. Pri ovome se za pojas za ojačanje mogu koristiti i ostaci koji se dobijaju cepanjem odnosno trake od obrezivanja ili neki drugi otpadni materijali. Alternatively, the reinforcing belt can be a separate element, especially a sheet metal belt. In this case, the deformation phase of the sheet is omitted, since the reinforcing belt does not have to bend back. Instead, the reinforcing belt can be introduced separately during construction and connected to the rib of the profile using fasteners, e.g. its supporting edge. In this case, the remnants obtained by splitting, i.e. trimming strips or some other waste materials, can be used for the reinforcement belt.
S obzirom na naročito pogodnu konstrukciju pronalaska, predvidjeno je da najmanje jedno rebro profila sadrži presavijeni noseći rub koji prolazi uzdužno na profil, i da je pojas za ojačanje rasporedjen po presavijenom nosećem rubu. With regard to a particularly convenient construction of the invention, it is foreseen that at least one rib of the profile contains a folded supporting edge that passes longitudinally on the profile, and that the reinforcing belt is distributed along the folded supporting edge.
Prema pronalasku se dalje može predvideti, da se pojas ojačanja proteže duž nosećeg ruba, a naročito preko celokupne njegove dužine i/ili da bude postavljen na onoj strani nosećeg ruba koja je okrenuta ka i/ili od donjeg segmenta. Kod postavljenja na stranu koja je okrenuta ka donjem sebmentu postiže se naročito velika stabilnost. According to the invention, it can further be foreseen that the reinforcement belt extends along the supporting edge, and in particular over its entire length and/or that it is placed on the side of the supporting edge that faces towards and/or away from the lower segment. When placed on the side facing the lower section, particularly high stability is achieved.
Dalje se pokazalo dobrim, kada noseći rub poprečno na noseći rub ima ispupčenje. Ovo se može obrazovati na takav način da se noseći rub na strani koja je okrenuta od donjeg segmenta konveksno obrazuje i/ili na strani koja je okrenuta ka donjem segmentu konkavno obrazuje. Furthermore, it proved to be good, when the bearing edge has a bulge transversely to the bearing edge. This can be formed in such a way that the bearing edge on the side facing away from the lower segment is convexly formed and/or on the side facing the lower segment is concavely formed.
Prema postavi koja je naročito podesna, predvidjeno je da se pojas ojačanja proteže celokupnom širinom savijenog nosećeg ruba. According to an arrangement that is particularly convenient, it is foreseen that the reinforcement belt extends along the entire width of the bent supporting edge.
Shodno pronalasku, osim toga profil se može obrazovati kao C-profil ili kao U-profil. According to the invention, in addition, the profile can be formed as a C-profile or as a U-profile.
Ostali ciljevi, obeležja, prednosti i mogućnosti primene ovog pronalaska mogu se videti iz sledećeg opisa primera izrade a pomoću crteža. Pritom sva opisana i/ili slikovno predstavljea obeležja sama ili u bilo kojoj kombinaciji, čine predmet pronalaska čak i nezavisno od rezimea u pojedinim zahtevima ili njihove povratne veze. Other objectives, features, advantages and application possibilities of this invention can be seen from the following description of the manufacturing example and with the help of drawings. At the same time, all described and/or pictorial representations of features alone or in any combination form the subject of the invention even independently of the summary in individual claims or their feedback.
Prikazano je: Shown:
Slika 1: Profil u skladu sa pronalaskom strane, prema jednom od prvih modela konstrukcije; Figure 1: Profile according to the invention of the side, according to one of the first construction models;
Slika 2: Prikaz profila sa slike 1 iz perspektive; Figure 2: View of the profile from Figure 1 from a perspective;
Slika 3: Prikaz iz perspektive profila koji je u skladu sa pronalaskom, prema jednom od drugih modela konstrukcije; Figure 3: A perspective view of a profile in accordance with the invention, according to one of the other construction models;
Slika 4: Prikaz iz perspektive profila koji je u skladu sa pronalaskom prema jednom od drugih modela konstrukcije; Figure 4: View from the perspective of the profile which is in accordance with the invention according to one of the other construction models;
Slika 5: Prikaz iz perspektive profila koji je u skladu sa pronalaskom prema jednom od drugih modela konstrukcije; Figure 5: View from the perspective of the profile which is in accordance with the invention according to one of the other construction models;
Slika 5a: Pogled sa strane na profila sa slike 5; Figure 5a: Side view of the profile from Figure 5;
Slika 6: Profil koji je u skladu sa pronalaskom prema jednom od drugih modela konstrukcije, sa strane; Figure 6: A profile in accordance with the invention according to one of the other construction models, from the side;
Slika 7: Profil koji je u skladu sa pronalaskom prema jednom od drugih modela konstrukcije, sa strane Figure 7: A profile in accordance with the invention according to one of the other construction models, from the side
Slike prikazuju uvek različite konstrukcije profila 1 od lima za suvu gradnju. Takav jedan profil može da se u suvoj gradnji koristi kao donja konstrukcija, npr. za gipsane ploče za pregradne zidove ili za lažne tavanice. The pictures show always different constructions of profile 1 made of sheet metal for dry construction. Such a profile can be used as a lower structure in dry construction, e.g. for plasterboards for partition walls or for false ceilings.
Profil 1 uvek ima dva rebra profila 2 i jedan donji segment 3 koji povezuje rebra profila 2. Na rebrima profila 2 i na donjem segmentu 3, pritom konačan oblik daje više ispupčenja 6,7 koja se protežu uzdužno na profil 1. Profile 1 always has two ribs of profile 2 and one lower segment 3 that connects the ribs of profile 2. On the ribs of profile 2 and on the lower segment 3, the final shape gives more protrusions 6,7 that extend longitudinally on profile 1.
Na rebrima profila 2 uvek je predvidjen presavijeni noseći rub 4 koji se proteže uzdužno na profil 1. Noseći rubovi 4 koji idu ka unutra pritom mogu da služe za spajanje sa drugim spojnim elementima suve gradnje, npr. sa takozvanom krstastom spojnicom (nije prikazano), koja za ovo predvidjenim ispustima zahvata ispod nosećeg ruba 4. On the ribs of the profile 2, a folded bearing edge 4 is always provided, which extends longitudinally on the profile 1. The bearing edges 4, which go inward, can be used for connection with other connecting elements of dry construction, e.g. with a so-called cross connector (not shown), which engages under the supporting edge 4 with the outlets provided for this purpose.
Na rebru profila 2 uvek je predvidjen pojas ojačanja 5. Ovaj se na prikazanim modelima konstrukcije proteže duž nosećeg ruba 4 i na prikazanim modelima konstrukcije postavljen je na stranu nosećeg ruba 4 koja je okrenuta ka donjem segmentu 3. Pojas ojačanja 5 pritom se prvenstveno proteže kao što je to prikazano, preko cele širine B presavijenog nosećeg ruba 4. A reinforcement belt 5 is always provided on the rib of the profile 2. In the construction models shown, this extends along the bearing edge 4 and in the construction models shown it is placed on the side of the bearing edge 4 that faces the lower segment 3. The reinforcement belt 5 in this case primarily extends as which is shown, over the entire width B of the folded supporting edge 4.
Pojas ojačanja 5 može i durgačije nego što je to prikazano da bude predvidjen na strani koja je okrenuta od donjeg segmenta 3. The reinforcement belt 5 may be longer than shown to be provided on the side facing away from the lower segment 3.
Noseći rub 4, na modelima konstrukcije koje su prikazane na slikama 1 do 5, ima ispupčenje koje se proteže poprečno na noseći rub 4, i koje je tako obrazovano, da je noseći rub 4 na strani koja je okrenuta od donjeg segmenta 3 napravljen konveksno, a na strani koja je okrenuta ka donjem segmentu 3 da je napravljen odgovarajuće konkavno. The bearing edge 4, in the construction models shown in figures 1 to 5, has a protrusion that extends transversely to the bearing edge 4, and which is formed in such a way that the bearing edge 4 on the side facing away from the lower segment 3 is made convex, and on the side facing the lower segment 3 that it is made suitably concave.
Dok noseći rub 4 na modelima konstrukcije koji su prikazani na slikama 1 do 5 ima zaobljenu formu, konstrukcija nosećeg ruba 4 koja je prikazana na slici 6 je ravno napravljena i pod pravim uglom postavljena na rebro profila 2. Na slici 7 je noseći rub 4 postavlje pod oštrim uglom na rebro profila 2 i svojim slobodnim krajem pokazuje ka donjem segmentu 3. While the supporting edge 4 on the construction models shown in Figures 1 to 5 has a rounded shape, the construction of the supporting edge 4 shown in Figure 6 is made straight and placed at right angles to the rib of the profile 2. In Figure 7, the supporting edge 4 is placed at a sharp angle to the rib of the profile 2 and its free end points towards the lower segment 3.
Na modelima konstrukcije koji su prikazani na slikama 1 do 3, 6 i 7, pojas ojačanja 5 je unatrag savijeni deo rebra profila 2 (odnosno nosećeg ruba 4), koji naleže na noseći rub 4. Pojas ojačanja 5 se dakle prilikom izrade presavija ka unutrašnjoj strani profila sve dok ne zauzme položaj prikazan na slikama. On the construction models shown in Figures 1 to 3, 6 and 7, the reinforcement belt 5 is the backward bent part of the rib of the profile 2 (that is, the bearing edge 4), which rests on the bearing edge 4. The reinforcement belt 5 is therefore folded towards the inside during manufacture side of the profile until it takes the position shown in the pictures.
Nasuprot tome, kod modela konstrukcije koji su prikazani na slikama 4, 5 i 5a, pojas ojačanja 5 je poseban element, npr. u obliku limene trake. Ovaj se pomoću sredstava za pričvršćenje na pojasu ojačanja sigurno fiksira na rebro profila 2 odnonso na njegov noseći rub 4 na način koji je u daljem tekstu bliže opisan. In contrast, in the construction models shown in Figures 4, 5 and 5a, the reinforcement belt 5 is a separate element, e.g. in the form of a tin strip. This is securely fixed to the rib of the profile 2 or to its bearing edge 4 by means of fastening means on the reinforcement belt in a way that is described in more detail below.
Slike 6 i 7 prikazuju da pojas ojačanja 5 može da ima prvu zonu 8 za naleganje na noseći rub 4 i drugu zonu 9 za naleganje na unutrašnju stranu rebra profila 2 (izvan nosećeg ruba 4). Pojas ojačanja 5 se pritom priljubljuje uz noseći rub 4 odnosno rebro profila 2. Prva i druga zona 8, 9 su medjusobno povezane linijom savijanja 10. Pritom se prva zona 8 proteže paralelno na noseći rub 4 a druga zona 9 paralelno na rebro profila 2. Figures 6 and 7 show that the reinforcement belt 5 can have a first zone 8 for abutting on the bearing edge 4 and a second zone 9 for abutting on the inner side of the rib of the profile 2 (outside the bearing edge 4). The reinforcement belt 5 is attached to the bearing edge 4, i.e. the rib of the profile 2. The first and second zones 8, 9 are interconnected by the bending line 10. The first zone 8 extends parallel to the bearing edge 4 and the second zone 9 parallel to the rib of the profile 2.
Slike 2 i 5 pojašnjavaju da su na rebru profila 2 predvidjena sredstva 12 za pričvršćenje pojasa ojačanja 5. Ova su kod prikazanih modela konstrukcije obrazovana kao plastične deformacije materijala 11 koje spajaju noseći rub 4 i pojas ojačanja 5 i pričvršćuju pojas ojačanja 5 na noseći rub 4. Figures 2 and 5 explain that the means 12 for attaching the reinforcement belt 5 are provided on the rib of the profile 2. In the construction models shown, these are formed as plastic deformations of the material 11 that connect the bearing edge 4 and the reinforcement belt 5 and attach the reinforcement belt 5 to the bearing edge 4 .
Pritom je predvidjeno mnoštvo lokalnih, mesno ograničenih deformacija materijala 11, koje su preko nosećeg ruba 4 odnosno pojasa ojačanja 5 raznoliko postavljene. Na prikazanim modelima konstrukcije, deformacije materijala 11 uvek imaju uzdužan oblik i protežu se uzdužno na pojas ojačanja 5. Ova konstrukcija je naročito pogodna u okviru pronalaska. Medjutim mogu se koristiti i deformacije materijala u drugim neprikazanim formama. Naročito se velika stabilnost postiže onda, kada se zbog plastičnih deformacija materijala 11 materijal sa nosećeg ruba 4 i pojasa ojačanja 5 kombinuju jedan sa drugim. At the same time, a multitude of local, locally limited deformations of the material 11 are foreseen, which are variously placed over the supporting edge 4, i.e. the reinforcement belt 5. In the construction models shown, the deformations of the material 11 always have a longitudinal shape and extend longitudinally to the reinforcement belt 5. This construction is particularly suitable within the scope of the invention. However, material deformations in other forms not shown can also be used. Particularly great stability is achieved when, due to plastic deformations of the material 11, the material from the supporting edge 4 and the reinforcement belt 5 are combined with each other.
Deformacije materijala se mogu postići deformacionim spajanjem nosećeg ruba 4 i pojasa ojačanja 5. Ovde se posebno može koristiti postupak koji je opisan kao pregibanje. Deformation of the material can be achieved by joining the supporting edge 4 and the reinforcement belt 5. The procedure described as bending can be used here.
I kod modela konstrukcije koji su prikazani na slikama 6 i 7, koje profil 1 prikazuje samo sa strane, takodje su predvidjene deformacije materijala one vrste koja je prikazana na slikama 2 do 5. And with the construction models shown in figures 6 and 7, which profile 1 shows only from the side, material deformations of the type shown in figures 2 to 5 are also foreseen.
Alternativno ili dodatno uz deformacije materijala 11, sredstva 12 za pričvršćenje pojasa ojačanja 5 na rebru profila 2 mogu da sadrže nekakav materijal za lepljenje koji spaja pojas ojačanja 5 sa rebrom profila 2 odnosno njegovim nosećim rubom 4. Ovo dovodi do izuzetno velike mogućnosti opterećenja, naročito ako su istovremeno predvidjene deformacije materijala 11 i materijal za lepljenje. Alternatively or in addition to the deformation of the material 11, the means 12 for attaching the reinforcement belt 5 to the profile rib 2 may contain some kind of adhesive material that connects the reinforcement belt 5 to the profile rib 2, i.e. its supporting edge 4. This leads to an extremely high load capacity, especially if deformations of the material 11 and the material for gluing are foreseen at the same time.
Profil 1 koji je obrazovan kao C-profil, sastoji se od savijenog posebno pocinkovanog čeličnog lima. Debljina materijala lima i pojasa ojačanja prikladno iznosi izmedju 0,2 i 2,0 mm, naročito izmedju 0,3 i 1,0 mm a prvenstveno 0,4 mm. Profile 1, which is formed as a C-profile, consists of a bent specially galvanized steel sheet. The thickness of the sheet material and the reinforcement belt is suitably between 0.2 and 2.0 mm, especially between 0.3 and 1.0 mm and preferably 0.4 mm.
Spisak referentnih znakova List of reference characters
1 Profil 1 Profile
2 Rebro profila 2 Profile rib
3 Donji segment 3 Lower segment
4 Noseći rub 4 Carrying edge
5 Pojas ojačanja 5 Reinforcement belt
6 Ispupčenje 6 The bulge
7 Ispupčenje 7 Bugging
8 Prva zona 8 First zone
9 Druga zona 9 Second zone
10 Linija savijanja 10 Fold line
11 Deformacije materijala 11 Material deformations
12 sredstva za pričvršćenje pojasa ojačanja sa rebrom profila 12 means for fastening the reinforcement belt with the profile rib
B Širina nosećeg ruba B Width of the supporting edge
Claims (15)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202006008669U DE202006008669U1 (en) | 2006-05-30 | 2006-05-30 | Sheet metal profile for dry construction systems has two arm sections connected by base section and with reinforcement strips formed by plastic material deformations |
| PCT/EP2006/010632 WO2007137617A1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ME00490B true ME00490B (en) | 2011-10-10 |
Family
ID=37026788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| MEP-2008-783A ME00490B (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
Country Status (18)
| Country | Link |
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| US (1) | US20090113845A1 (en) |
| EP (1) | EP2024582B1 (en) |
| JP (1) | JP2009539001A (en) |
| CN (1) | CN101495704A (en) |
| CA (1) | CA2653634A1 (en) |
| DE (1) | DE202006008669U1 (en) |
| DK (1) | DK2024582T3 (en) |
| EA (1) | EA015541B1 (en) |
| ES (1) | ES2388180T3 (en) |
| HR (1) | HRP20120659T1 (en) |
| IL (1) | IL195345A (en) |
| ME (1) | ME00490B (en) |
| PL (1) | PL2024582T3 (en) |
| PT (1) | PT2024582E (en) |
| RS (1) | RS52419B (en) |
| SI (1) | SI2024582T1 (en) |
| UA (1) | UA94943C2 (en) |
| WO (1) | WO2007137617A1 (en) |
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|---|---|---|---|---|
| DE102007044250B4 (en) * | 2007-09-11 | 2012-04-19 | Federal-Mogul Wiesbaden Gmbh | Slide bearing shell, use of plain bearing shell, method for their preparation and bearing arrangement |
| DK2159508T3 (en) * | 2008-08-20 | 2015-03-09 | Michael Langnickel | Roof hook |
| AU2010324521B2 (en) * | 2009-11-27 | 2016-05-05 | Metroll Technology Pty Ltd | Structural element |
| DE102013106880A1 (en) * | 2013-07-01 | 2015-01-08 | Saint-Gobain Rigips Gmbh | Drywall system for creating partitions, suspended ceilings or the like., Carrier profile for this and use of this drywall system |
| US10465382B2 (en) * | 2016-11-30 | 2019-11-05 | Bailey Metal Products Limited | Metal stud for use in sound attenuating wall system utilizing high density wallboard |
| USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
Family Cites Families (20)
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|---|---|---|---|---|
| US1457303A (en) * | 1922-02-18 | 1923-06-05 | Higgins Thomas | Structural shape |
| US2065378A (en) * | 1935-12-13 | 1936-12-22 | Fred E Kling | Structural shape |
| US3018862A (en) * | 1959-06-02 | 1962-01-30 | Storage Products Corp | Structural element |
| US3967430A (en) * | 1972-02-14 | 1976-07-06 | Knudson Gary Art | Building method |
| DE2421918A1 (en) | 1974-05-07 | 1975-11-27 | Arbed | Profiled sections from cold rolled sheet - sections reinforced by folding sheet back on itself over inlaid strip |
| US4002000A (en) * | 1975-06-30 | 1977-01-11 | Palmer-Shile Company | Beam construction and method of manufacture |
| US4131980A (en) * | 1977-09-07 | 1979-01-02 | Zinnbauer Frederick W | Method of making a tank |
| US4409771A (en) * | 1979-12-12 | 1983-10-18 | Lowe Colin F | Sheet metal beam |
| US4505084A (en) * | 1981-02-23 | 1985-03-19 | Knudson Gary Art | Wide panel, panel assembly |
| GB2247033A (en) | 1990-08-03 | 1992-02-19 | Ward Building Systems Ltd | Elongate cold-formed structural member, e.g. a purlin |
| US5514432A (en) * | 1993-07-14 | 1996-05-07 | Lisec; Peter | Hollow profile for spacer frames for insulating glass panes |
| DE19536949C2 (en) * | 1995-10-04 | 1998-10-08 | Loh Kg Rittal Werk | Frame leg for a frame of a control cabinet |
| JP3801805B2 (en) * | 1999-03-16 | 2006-07-26 | 本田技研工業株式会社 | Closed section curved long material |
| DE20022426U1 (en) * | 2000-07-18 | 2001-08-09 | Richter-System GmbH & Co KG, 64347 Griesheim | Support profile |
| DE10046947C2 (en) * | 2000-09-21 | 2002-11-28 | Tegometall International Ag Le | carrier |
| US6591559B2 (en) * | 2001-04-03 | 2003-07-15 | Victor Contreras | Exterior wall sealing system |
| DE10142556A1 (en) * | 2001-08-30 | 2003-03-20 | Hilti Ag | Profiled mounting rail |
| US6938389B2 (en) * | 2001-10-03 | 2005-09-06 | Steel Stitch Corporation | Roll formed staple-in awning frame and method |
| US6802170B2 (en) * | 2002-01-07 | 2004-10-12 | Kurt K. Davis | Box beam and method for fabricating same |
| US7543414B2 (en) * | 2005-06-06 | 2009-06-09 | Tom Sourlis | Drainage system for use in building construction |
-
2006
- 2006-05-30 DE DE202006008669U patent/DE202006008669U1/en not_active Expired - Lifetime
- 2006-11-07 RS RS20120348A patent/RS52419B/en unknown
- 2006-11-07 JP JP2009512421A patent/JP2009539001A/en active Pending
- 2006-11-07 HR HRP20120659TT patent/HRP20120659T1/en unknown
- 2006-11-07 WO PCT/EP2006/010632 patent/WO2007137617A1/en not_active Ceased
- 2006-11-07 SI SI200631389T patent/SI2024582T1/en unknown
- 2006-11-07 EP EP06828932A patent/EP2024582B1/en active Active
- 2006-11-07 DK DK06828932.1T patent/DK2024582T3/en active
- 2006-11-07 ES ES06828932T patent/ES2388180T3/en active Active
- 2006-11-07 CN CNA2006800547553A patent/CN101495704A/en active Pending
- 2006-11-07 UA UAA200813767A patent/UA94943C2/en unknown
- 2006-11-07 EA EA200802436A patent/EA015541B1/en not_active IP Right Cessation
- 2006-11-07 ME MEP-2008-783A patent/ME00490B/en unknown
- 2006-11-07 PT PT06828932T patent/PT2024582E/en unknown
- 2006-11-07 CA CA002653634A patent/CA2653634A1/en not_active Abandoned
- 2006-11-07 PL PL06828932T patent/PL2024582T3/en unknown
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2008
- 2008-11-17 IL IL195345A patent/IL195345A/en not_active IP Right Cessation
- 2008-11-26 US US12/313,960 patent/US20090113845A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| EP2024582A1 (en) | 2009-02-18 |
| CA2653634A1 (en) | 2007-12-06 |
| EP2024582B1 (en) | 2012-05-16 |
| EA200802436A1 (en) | 2009-04-28 |
| ES2388180T3 (en) | 2012-10-10 |
| DK2024582T3 (en) | 2012-09-03 |
| CN101495704A (en) | 2009-07-29 |
| IL195345A (en) | 2014-04-30 |
| SI2024582T1 (en) | 2012-10-30 |
| WO2007137617A1 (en) | 2007-12-06 |
| PL2024582T3 (en) | 2012-10-31 |
| PT2024582E (en) | 2012-08-20 |
| RS52419B (en) | 2013-02-28 |
| DE202006008669U1 (en) | 2006-09-07 |
| US20090113845A1 (en) | 2009-05-07 |
| EA015541B1 (en) | 2011-08-30 |
| UA94943C2 (en) | 2011-06-25 |
| JP2009539001A (en) | 2009-11-12 |
| IL195345A0 (en) | 2009-08-03 |
| HRP20120659T1 (en) | 2012-09-30 |
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