TR201814732T4 - Compartment wall with C-profile and c-profile. - Google Patents
Compartment wall with C-profile and c-profile. Download PDFInfo
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- TR201814732T4 TR201814732T4 TR2018/14732T TR201814732T TR201814732T4 TR 201814732 T4 TR201814732 T4 TR 201814732T4 TR 2018/14732 T TR2018/14732 T TR 2018/14732T TR 201814732 T TR201814732 T TR 201814732T TR 201814732 T4 TR201814732 T4 TR 201814732T4
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- profile
- base section
- foot
- partition wall
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- 238000005192 partition Methods 0.000 claims abstract description 27
- 239000002184 metal Substances 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 5
- 239000007769 metal material Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 235000003642 hunger Nutrition 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241000239366 Euphausiacea Species 0.000 description 1
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000036651 mood Effects 0.000 description 1
- 210000004498 neuroglial cell Anatomy 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
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- 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
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
- E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
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- Architecture (AREA)
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Thermal Sciences (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
- Assembled Shelves (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Fencing (AREA)
- Revetment (AREA)
- Artificial Fish Reefs (AREA)
Abstract
Buluş, her iki tarafından desteklenen bölme duvarına yönelik sac levhadan yapılmış bir C-profil (1, 1', 1") ile ilgilidir. Söz konusu C-profil iki ayak kesiti (2) ve ayak kesitlerini (2) birbirine bağlayan bir taban kesiti (3) içermektedir. Buluş, C-profilin (1, 1', 1") yükten arındırılmış durumunda en az bir ayak kesitinin (2) taban kesiti boyunca (3) 90°'lik bir açılma açısı (R) çevrelemesi ile karakterize edilmektedir.The invention relates to a C-profile (1, 1 ', 1 ") made of sheet metal for the partition wall supported by both sides. The C-profile comprises a base section connecting two foot sections (2) and foot sections (2) together. The invention is characterized in that the C-profile (1, 1 ', 1 ") surrounds an opening angle (R) of 90 ° along the base section (3) of the at least one foot section (2). .
Description
TARIFNAME C-PROFIL VE C-PROFILE SAHIP BÖLME DUVARI Mevcut bulus, iki ayak kesiti ve ayak kesitlerini baglayan bir taban kesiti olan bir sac Ievhadan yapllîhlg bir C-profile sahip bir bölme duvarlZlle ilgilidir. Bulus, aynElzamanda bir bölme duvarlfill montaj. yönelik bir yöntem ile ilgilidir. DESCRIPTION PARTITION WALL WITH C-PROFILE AND C-PROFILE The present invention is made of a sheet metal sheet with two foot sections and a base section connecting the foot sections. It relates to a partition wall with a C-profile constructed. Invention, a division in the same time walllfill assembly. relates to a method.
Bu tür bir profil DE 102 15 097 A1 numaralEpatent dokümanIdan bilinmektedir. Enine süspansiyona sahip bir bölme duvarIElyapabilmek için, malzemenin sertliginden dolayEI montaj sonrasIa dahi korunan, bilinen profilinin sabitleme kesitlerinin taban kesitine aç-I 90°'den daha fazla olmasEgerekmektedir. Bu durumda, sabitleme kesitinin taban kesitine bakan alanlarEkaplamadan muaf kalmaktadlü DE 102 15 097 A1 numaralEpatent dokümanü'stem 1 veya 11'in girisine göre özelliklere sahip olan bir bölme duvarEl/eya bir yöntem açlKlamaktadlE AyrlEh C-profil DE 100 13 991 C1 numaralEbatent dokümanIan bilinmektedir. Bu profiller genel olarak kuru insaatta duvarlar. insasi yönelik iç yapllârII alanIa kullanllfnaktadlE Dolaylglsîla önceden bilinen C-profîllerin ayak kesitleri taban kesitine dik açlsîla hizalandlEllüîaktadlE Buna uygun olarak DE 100 13 991 C1 numarallîibatent döküman &yak kesitlerinin birbirlerine paralel olarak düzenlenmesini gerçeklestirmektedir. Such a profile is known from patent document DE 102 15 097 A1. Transverse To be able to construct a partition wall with suspension, due to the hardness of the material to the base section of the fixing sections of the known profile, which is preserved even after assembly Angle-I must be more than 90°. In this case, the fixing section areas facing the cross section are exempt from coating DE 102 15 097 A1 numbered Epatent A partition wall hand/or a method explains known. These profiles are generally dry construction walls. construction-oriented internal structuresII areaIa usedlfnaktadlE Foot sections of previously known C-profiles indirectly Aligned at right angles to the cross section. It performs the arrangement of document &yak sections parallel to each other.
Bu tür önceden bilinen C-profiller kullanlßrak insa edilen kuru Insaat duvarlarlýla düzgün ses geçirmezlik degerlerine ulasllâbiliyor olsa da, ses geçirmezlik niteliklerini daha iyi kllîha arzusu devam etmektedir. Dolaylîlýla üretim maliyetlerini arttlElnamak veya çok az arttlîilnak amaçlanmaktad lü Mevcut bulusun amacÇl böylece ses geçirmezlik degerlerinin özellikle düsük maliyetlerle birlikte iyilestirildigi, önceki teknige ait bir C-profile sahip bir bölme duvar.. ayrlEb olusturulmasIlEl Bulusun ayrlEla bir amaclZlbu tür bir bölme duvar.. montaj. yönelik bir yöntem sunmaktadlE Bu amaçlara Istem 1'deki özelliklere sahip bir bölme duvarElaraclEgllîLIa ulasllîhaktadlü Amaçlara, aynElzamanda Istem 11'deki özelliklere sahip bir montaja yönelik yöntem araclüglüla ulasllBraktadlE En az bir ve tercihen her iki ayak kesitinin C-proûlin yükünden arI-[gllîljurumda hafifçe dlgbrüdogru ç-Elyaptlgilîlyapllândlîilna aracügllîla, sese karsElkoruma daha iyi hale getirilmektedir. C-profilin montaj esnasIa alçEl plaka veya benzeriyle kaplanmaslZI durumunda, C-plak bir yüke maruz kalabilmektedir, burada C-profilinin biçimi bozulmaktadlEl ve ayak kesiti ve taban kesiti arasIaki açllîha açEÜneydana gelen kuvvet aracllgilýla azaltllfhaktadß Bununla birlikte, geleneksel C-profillerle karsüâst-[glia nihai bölme duvarü daha iyi bir ses geçirmezlik özelligine sahip olmaktadE Bulusa göre yapHândlElnanI avantajü ses geçirmezligin ek elemanlar olmaks- iyilestirilmesi ve dolaylgsîla C-profilin Üretimi veya bölme duvar.. montajüasnasia hiçbir ek masrafI veya yalnlîta ufak bir masraf. ortaya çlEmaslîilmaktadB Böylelikle, ayak kesitleri ve taban kesitinin birbirlerine göre esnek olmasElieya esnek ve plastik olarak biçimlendirilebilir olmaslZIayak kesitlerinin montajlanmgldurumda taban kesitine dik açEla hizalandlElllßîasElsaglanmaktadlB Bunun bir sonucu olarak, ayak kesitleri montajlanmE durumda esnek olarak biçimi bozulabilmektedir ve önyükleme altlEda kaplamaya basklýapabilmektedir. Smooth sound with dry construction walls constructed using such previously known C-profiles Although the soundproofing values can be reached, the desire to better use the soundproofing qualities. continues. Indirectly increasing or slightly increasing production costs intended The aim of the present invention is so that the soundproofing values are particularly low cost. a partition wall with a prior art C-profile, improved together. The invention is for a separate purpose.This kind of partition wall.. mounting. aimed at a offers method For these purposes, a partition wall having the features of claim 1 is reached. Method for purposes, also an assembly with the properties of claim 11 reached through medialBraktadlE At least one and preferably both foot sections are slightly exposed to the C-proûlin load in the arI-[gllîljurum. dlgbrüdogru ç-Elyaptlgilîlyapllândlîilna aracügllîla, making protection against sound better is brought. C-profile must not be covered with plasterboard or similar during assembly case, the C-plate may be subjected to a load, where the C-profile is deformed. and the angle between the foot section and the sole section is through the force from the south reducellfhaktadß However, with conventional C-profiles, the karsüâst-[glia final partition wall it has a better soundproofing property improvement of soundproofing with additional elements and consequently the Production of C-profile or partition wall.. no additional costs or just a small cost to install. emerge WORKING CONTRACTED Thus, the foot sections and sole sections should not be flexible with respect to each other. to be plastically formable perpendicularEla alignedlElllßîasElsaglantadlB As a result, the foot sections It can be flexibly deformed in the assembled state and the boot is under can be printed on the coating.
Bulusa göre, en az bir ayak kesiti ve taban kesiti arasIa C-profilin yükten arIlEIIhlgl durumunda açllüia açlîl31°'den fazla veya buna esit olmaktadiB Bu durumun, en az bir ayak kesiti ve taban kesiti arasIa C-profilin yükten arIlEllIhlîl durumunda açllE^ia aç-I 92°'den fazla veya buna esit olmasEliiali'nde ise yarad [glügiörülmüstün Ayrlîla bir iyilestirme, en az bir ayak kesiti ve taban kesiti araleUa C-profilin yükten arIlElIBilgdurumunda açilma aç-I 95°'den az veya buna esit olmasüözellikle 94°'den az veya buna esit olmasEliialinde elde edilmektedir. Özellikle avantajllîlbir durum, en az bir ayak kesiti ve taban kesiti arasIaki C-profilin yükten arIlElIBilgl durumunda açHÜia açlgIEI 92,5° ve 93,5° arasIa olmasl,`_l ve özellikle 93° olmasIlE Ayrlîa iki ayak kesiti C-profilin yükten arlElBHg durumunda birbirlerine paralel olarak düzenlenmemesi ve birbirlerini 2° ila 10°, özellikle 4° ila 8° arallglia bir açlsîla çevrelemesi saglanabilmektedir. Böylelikle ayak kesitlerinin taban kesitinden uzakta olan uçlarüarasiaki mesafe ayak kesitlerinin taban kesitine bakan uçlarDaraletlaki mesafeden fazla olmaktad E Üretim, ayak kesitleri ve taban kesitinin bir tek parça sac levha parçasian yap-[glEl durumda özellikle kolay olmaktadlE Sese karsEkorumada ayri& bir iyilestirmeye, en az bir ayak kesitinin özellikle dlglarEdogru ç-D/apan klîrnlara sahip olmaslîla ulasllfhaktadlîl Klîrnlarl bulusa göre yükten arIlElIhlg durumda genisletilmis açllîha açElýla bir kombinasyonu özellikle iyi ses geçirmezlik degerlerine neden olmaktadlEl Bu durumun, kütllarl C-profilin boylamas- yönünde devam ettigi ve özellikle C-profilin bütün uzunlugu boyunca uzandlglülurumda ise yaradlglgörülmüstür. According to the invention, the load-free form of the C-profile between at least one foot section and the base section in the case of hunger, the angle of hunger is greater than or equal to 31°B Angle-I more than or equal to 92° A separate improvement is that at least one foot section and base section are separated from the load of the C-profile. In the case of ARILELI, the opening angle-I is less than or equal to 95°, especially less than 94° or it is obtained if it is equal to it. A particularly advantageous situation is that the C-profile between at least one foot section and the base section is free of load. In the case of arIlELIBill, the opening angle should be between 92.5° and 93.5°, and especially 93° Although the two leg sections are parallel to each other in the case of the C-profile in the case of the load arlElBHg they are not arranged as an angle of 2° to 10°, especially 4° to 8° apart. surrounding can be achieved. Thus, the distance of the foot sections from the base section distance between the ends of the ends facing the base section of the foot sections too much E The fabrication is to make a single piece of sheet metal part of the foot sections and the base section-[glEl it is particularly easy in case the foot section should have especially dlglarEdogru ç-D/opening klirns. According to the KLîrnlarl invention, in the case of free from the load, an extended opening is open to combination results in particularly good soundproofing values. It is seen that this situation continues in the longitudinal direction of the C-profile and especially of the C-profile. it was found to be useful when extended along its entire length.
Bulusun özellikle avantajlElbir yapüândlElnasI göre, C-profilin en az bir yüzeyinin bir parçasIda bir disli küna sahiptir. Disli k-i aracHJglüla sac levha üzerinde bölgesel, özellikle nokta seklinde biçim bozulmalarlEb neden olmaktadlE Böylelikle birim alana düsen biçim bozulmalarII büyük bir miktarlgörnek olarak her cm2 bas. 5 biçim bozulmaslühan fazla veya 10 biçim bozulmasIan fazla olarak saglanabilmektedir. Sac IevhanI ka|I[gl|:lD,3 mm ve 3 mm arasIa, özellikle 0,4 mm ila 0,6 mm arasIa olabilmektedir. According to a particularly advantageous structure of the invention, at least one surface of the C-profile is The part also has a toothed shaft. The gear k-i toolHJglula is localized on the sheet metal, especially It causes point-shaped distortions. Thus, the shape per unit area A large amount of distortionII per cm2 bass as an example. More than 5 distortions or more than 10 distortions. Sheet metal thickness[gl|:lD,3 mm and 3 mm, particularly between 0.4 mm and 0.6 mm.
Mevcut bulusun ayrlîla hedefi, özellikleri, avantajlarEl/e muhtemel uygulamalarESekillerden hareketle yapllândlîrlna örneklerinin asaglki açlElamaIarIan kaynagIEl almaktadlEl AçllZlanan ve/veya sekillerle gösterilen özelliklerin tümü, ister tek olarak isterse ise yarar bir kombinasyon halinde kullanIIglIEUa, bulusun ana konusunu, aynIZI zamanda klgla açlEIamasIan baglslîlolarak bagismveya baglüistemlerini olusturmaktadlEI Sekiller asagidaki gibidir: Sekil 1: bulusa göre C-profillerin bir perspektif görünümünü; Sekil 2: bulusa göre C-profillerin ayrlîla bir yapllândlElnasII bir perspektif görünümünü; Sekil 3: bulusa göre C-profillerin yine ayrlEla bir yapllândlElnasII bir perspektif görünümünü; Sekil 4: Sekil 2'de gösterilen profilin bir enine kesit görünümünü; Sekil 5: bir bölme duvar. kurulmus Sekil 2'de gösterilen C-profilin bir enine kesit görünümünü; Sekil 6: bulusa göre C-profillerin ayrlEia bir yapllândlîilnasll bir perspektif görünümünü ve Sekil 7: bir bölme duvar. kurulmus Sekil 6'da gösterilen C-profilin bir enine kesit görünümünü göstermektedir. Specific objectives, properties, advantages/possible applications of the present invention The following explanations of the examples of yapllândlîrlna are taken from the source. All of the features explained and/or shown in figures, either individually or as a useful tool. used in combination, gIEUa, the main subject of the invention, also with the use of dlEI creates donations or subsidiaries depending on the opening The figures are as follows: Figure 1: a perspective view of C-profiles according to the invention; Figure 2: A perspective on how C-profiles are constructed separately according to the invention its appearance; Figure 3: A perspective of how C-profiles are again made separately according to the invention its appearance; Figure 4: A cross-sectional view of the profile shown in Figure 2; Figure 5: a partition wall. A cross-section of the C-profile shown in Figure 2 installed its appearance; Figure 6: A perspective on how C-profiles are constructed separately according to the invention appearance and Figure 7: a partition wall. A cross-section of the C-profile shown in Figure 6 installed shows the view.
Sekiller sac levhadan yapIJBiEIC-profillerin (1,1',1”) her iki tarafta kaplanmgbölme duvarlara yönelik farkiEyapllândlîilnalarlljjgöstermektedir. Her bir C-profil (1,1',1") iki ayak kesitine (2) ve aynßekilde bir taban kesitine (3) sahiptir. The figures are made of sheet metal. IJBiEIC-profiles (1,1',1”) are coated on both sides with partition walls. Eyapllândlîilnalarlljj shows the difference towards Each C-profile (1,1',1") has two leg sections (2) and likewise has a base section (3).
Taban kesiti (3) büyük ölçüde yassEbIarak yapllândlBlÜiaktadlEl Sekiller 1 ila 3'te gösterilen yapilând lîrlnalara göre taban kesitinin (3) her iki tarafIdaki dlglbölgede, C-profillerin (1,1',1" ) boylamas- yönde uzanan bir oluk (4) saglanmaktadlE Taban kesiti (3) gösterilmeyen aç[EI[lZIara, kilara veya deliklere sahip olabilmektedir. Burada C-profil (1,1',1”) uzunca bir biçime sahiptir. Bu durum aynüamanda taban kesiti (3) için de geçerli olmaktadlE Buna ek olarak, taban kesiti (3) görseller haricinde aynlîamanda profillerle de donatliâbilmektedir. The base section (3) was made substantially flattened as shown in Figures 1 to 3 C-profiles (1,1',1") in the area on both sides of the base section (3) according to the built-in beams a longitudinal-running groove (4) is provided. Base section (3) not shown It can have slots, pantries, or holes. Here, the C-profile (1,1',1”) is a long has form. This also applies to the base section (3). In addition to this, Additionally, the base section (3) can also be equipped with profiles, apart from the visuals.
Taban kesitinin (3) her iki uzun taraflEUa bir ayak kesiti (2) saglanmaktadE Özellikle Sekil 4'te görüldügü gibi C-profilin (1, 1', 1") yükten arIlîllIhlgl durumunda ayak kesitleri (2) taban kesitiyle (3) beraber 91°'den fazla veya buna esit bir açlßia aç-El (R) çevrelemektedir. Açllfna açEIJR) ayak kesitlerine (2) bakan taban kesitinin (3) iç taraflarEQS) ve ayak kesitleri (2) araletIa ölçülmektedir, tercihen 91° ve 95 ° arasiEUa olmaktadß burada olduklarlîgörülmüstür. Tercih edilen bir yapllândlEnada açllüia açlîlJR) 93° olmaktadE Bu yapllândüna, ayak kesitlerinin (2) taban kesitine (3) olan baglantEI<-ilar|EUan baslayarak hafifçe dlgarülogru egimli veya açllZloImasIElberaberinde getirmektedir. A foot section (2) is provided on both long sides of the base section (3). Particularly Figure Foot sections (2) in case of unloaded C-profile (1, 1', 1") as seen in Fig. angle-El (R) with an angle greater than or equal to 91° with the base section (3) surrounds. EQS) inside the base section (3) facing the foot sections (2) and the foot sections (2) are measured at intervals, preferably between 91° and 95° EUa. they have been seen. It is a preferred structured Enada, angluia ajlilJR) 93° This is Yapllânduna, starting from the connection of the foot sections (2) to the base section (3) It brings with it a slightly curved or angled curvature.
Gösterildigi üzere ayak kesitleri (2), C-profilin yükten arlEIBilg durumunda paralel olarak degil ancak birbirlerine bir açEyapacak sekilde düzenlenmektedir. 2° ve 10°, özellikle 4° ve 8° arasIa bir açEgöstermektedirler. Dolaylîlýla, ayak kesitlerinin (2) uçlarE(6) ve taban kesiti (3) arasIaki mesafe, ayak kesitlerinin (2) taban kesitine (3) bakan uçlarEl(7) arasIaki mesafeden daha fazla olmaktadlEI Dolaylîlýla, C-profilin (1, 1', 1”) ayak kesitlerinin (2) her biri taban kesiti (3) ile beraber yukarlBia açHZIandigiEüzere 90°'den fazla olan özdes bir açllîha açlEEGR) çevrelemektedir. As shown, the foot sections (2) are parallel to the C-profile in the case of load-bearing. but they are arranged in such a way as to make an angle to each other. 2° and 10°, especially 4° and They show an angle of 8°. Indirectly, the endsE(6) and soles of the foot sections (2) Distance between the cross section (3), the ends facing the base section (3) of the foot sections (2) Hand(7) Indirectly, the leg sections of the C-profile (1, 1', 1”) (2) an identical one, each more than 90° as it opens upwards with the base section (3). açllîha AçlEEGR) surrounds it.
Tek parça halinde yapllândlîilân C-profili (1) sac levhada üretilmektedir. Üretim esnasIda, sekillerde gösterilen sac levha malzemesinin biçim bozulmalarlîyerçeklesmektedir ve, özellikle ayak kesitleri sekillerde gösterilen biçimlerine sac levha malzemesinin bükülmesi veya soguk haddelenmesi araciligllýla getirilmektedir. DolayElîla, nihai olusumun ayak kesitleri (2) ve taban kesiti (3) birbirlerine göre, montajlanmigl durumda ayak kesitlerinin taban kesitine dik aç. hizalandlEllâbilecegi sekilde ya esnek ya da esnek ve plastik olarak biçimi bozulabilir halde olmaktadlü Gösterilen yapllândlElnalara ait ayak kesitlerinin (2) her biri C-profilin (1,1',1”) boylamaslTib yönünde uzanan klîtIilara (8,8',8”) sahiptir. Bu kErIiIar sac metal malzemesinin ayak kesitleri (2) alan-a plastik biçim bozulmasljaraclllgllýla olusturulmaktadlEl Sekil 1'de gösterilen yapllândlElnaya göre, paralel olan ve boylamas. yönde uzanan klîrilar (8) iç tarafElgösterecek sekilde saglanmaktadü Buna karslllEl ayak kesitlerinin (2) diger yassEl yüzeyi oluk- veya çukur sekilli girintilere sahip olmaktadB Sekiller 2 ve 3'te gösterilen yapllândülnalara göre, C-profilin boylamaleb yönünde paralel olarak uzanan dört klýtIi (8', 8") dlglarügiösterecek sekilde ayak kesitlerinin (2) her iki yönünde saglanmaktadE Dolaylglîla, külilarl (8', 8") üst alanlarElbirlikte kaplamaya yönelik olarak, birlikte yasslîsekilde bulunan düzlemsel veya serit sekilli destek yüzeyleri olusturmaktadlE Klîtnlarl (8, 8', 8”) miktarIZI ilgili gerekliliklere göre degiskenlik gösterebilmektedir. The C-profile (1), which is made in one piece, is produced in sheet metal. During production, The deformations of the sheet metal material shown in the figures are shrinking and, in particular, bending or cold bending of sheet metal material into the shapes shown in the figures. It is brought through rolling. Therefore, the foot sections of the final formation (2) and base section (3) relative to each other, perpendicular to the base section of the foot sections in the assembled state hungry. alignedlCan be either flexible or flexible and plastically deformed as it can be handled being in the mood Each of the foot sections (2) of the constructed hands shown is the longitudinal length of the C-profile (1,1',1"). It has clits (8,8',8") extending in the direction of The feet of the sheet metal material cross-sections (2) are formed by area-a plastic deformation Parallel and longitudinal, according to the shown construction. krîris (8) extending in the direction side is provided to show the hand. its surface has groove- or trough-shaped recessesdB shown in Figures 2 and 3 According to the constructions, the C-profile has four keyholes (8', 8") are provided on both sides of the foot sections (2), showing the pads. ashes (8', 8") upper areas for co-coating, flat together form planar or strip shaped support surfaces may vary according to the relevant requirements.
Ayak kesitlerinin disi uçlarü(6) aynElzamanda bir içe bakan katlama kesiti (9) ile saglanmaktadIE Sekil 3'te gösterilen yapllândünaya göre, C-profilin (1) sac levhaslZlüst klglnlda içe dogru bir disli kElna bakmaktadE Bu durum sac metal malzemesinin, özellikle sertligini arttßn çok sayßh bölgesel, özellikle nokta sekilli biçim bozulmalela neden olmaktadlEI Buna ek olarak, birlikte gösterilen klîl'IilEbyak kesitleri (2) ve/veya dislerin kombinasyonu, C-profilin (1) yükten arIlElIlmlgdurumunda ayak kesitlerinin (2) dm dogru hafifçe açllârak, daha iyi bir ses geçirmezlik ad. ses iletimi niteliklerinde olumlu bir etkiye sahi olmaktadB Sekil 5, Sekil 2'deki C-profilin bir kurulmus durumunda göstermektedir. C-profilin (1'), bir bölme duvarE(12) olusturmak ad. her iki tarafIdan plakalarla, tercihen alçEplakalarla kesitlerine (2) dayanmaktadlü KlîrIilardan (8') dolayEl azaltllBilSl bir temas alanEl bulunmaktadlB çünkü ayak kesitleri (2) alçlîiblakalarl (10,10',10") üzerindeki klîrilarl (8') yalnlîta üst k-ilarEIa temas halinde olmaktadE Dolayisiyla, alçElplakalar (10,10',10”), kendinden kllâvuzlu vida olarak yapllândlEllBilS sabitlenme araclZl(11) üzerinden ayak kesitlerine (2) leJBa baglanmaktadE ve birbirlerini desteklemektedir. Sabitleme aracE(11) dolayElýla klîrnlar (8') arasIaki alandan ayak kesitine (2) baglanabilmektedir. Sekil 5'in alt klîlnüiki alçEplakanI (10',10”), ayak kesiti (2) alanIa birbirine dayandlgllEl/e sabitleme araclüa (11) ayak kesitiyle (2) birbirine baglandiglllîgöstermektedir. Alçüalakalar (10 ve 10' ve aynElsekilde 10”) arasIaki bölme duvarEKIZ) alanIa, sese ve/veya @ila karsEbir yaIlEEia yönelik bir yallîlEi malzemesi gösterilmektedir. The female ends of the foot sections (6) are at the same time with an inward-facing folding section (9) providedIE According to the structure shown in Figure 3, the C-profile (1) has an inward direction in the sheet metal Zluster section. It looks at the gear blade. This situation is very difficult, especially when the sheet metal material increases its hardness. It causes many regional, especially point-shaped distortions. In addition, the combination of the klîl'IilEbyak sections (2) and/or the teeth shown together, the C-profile (1) In the case of unloaded, the foot sections (2) are slightly angled towards 2 dm, for a better fit. soundproofing ad. has a positive effect on sound transmission qualities Figure 5 shows the C-profile in Figure 2 in an installed state. C-profile (1'), a partition wallE(12) create ad. with plates on both sides, preferably with plasterboards A reduced contact area due to clays (8') based on cross-sections (2) are presentlB because the foot sections (2) have klirilar (8') on the plasterboards (10,10',10"). it is only in contact with the upper beam. Therefore, plasterboards (10,10',10”), made as a self-tapping screw, by means of fixing (11) sections (2) connect to the leJB and support each other. Fixing tool(11) therefore, it can be connected to the foot section (2) from the area between the krills (8'). bottom of Figure 5 klîlnü two plasterboards (10',10”), foot section (2) abutting each other with hand/e fixation it shows that the medial (11) is connected to each other with the foot section (2). Lowlinks (10 and 10' and the same way 10”), the partition wall between EKIZ) area, sound and/or @ila karsEbir An ilîlei material for oiling is shown.
MontajlanmE durumda, C-protilin ayak kesitleri (2) yüklü haldedir ve esnek olarak biçimi bozulabilmektedir veya gerekli görüldügü hallerde Sekil 4'te gösterildigi gibi yükten arilîllöilglkonumdan baslayarak esnek ve plastik olarak biçimi bozulabilmektedir. Böylelikle, C-profilin (1') yükten arlEUlElllmlgldurumda 90°'den fazla olan açllîha açlîlîllR) azaltllöîaktadE burada ayak kesitleri (2) aIçEIplakaIara (10,10',10") paralel olarak hizalandlEllIhaktadB Genellikle, bu durum ayak kesitleri (2) ve taban kesiti (3) arasIa montaj. ard'an montaj esnasna meydana gelen kuvvetlerden dolayElliir dik açlIUöüzenlemeye neden olmaktadlEI C-profilin (1,1',1”) sac levha malzemesinin kal-[glEbzellikle 0,3 mm ve 3 mm araleUa olmaktadü Bununla birlikte, 0,4 mm ila 0,6 mm arasIaki bir kalIlglI özellikle avantajllîl oldugu görüsmüstür. Sac levhan tercihen 196 kN/mm2 ve 216 kN/mmzaraslda bir esneklik katsayEEliJulunmaktadE Sac IevhanI mukavemeti 270 MPa ila 500 MPa araslîiüa olmaktadlEl Sekiller 6 ve 7, Sekil 3'te gösterilen yapllândIElnaya karsll]]Zl gelen ayrlEla bir yapllândlîilna göstermektedir. Sekiller 6 ve 7'ye uygun olan açlElama yukarIki açllaamadan hareketle anlasllâbilmektedir. AynEl isleve sahip olan k-ilar aynEl referans numaralarlîzla gösterilmektedir. Bununla birlikte, Sekiller 6 ve 7'deki yapllândlElnalara göre, taban kesitinde (3), C-profilin bir boylamas. yönünde uzanan Sekil 3'te gösterilen oluklardan daha genis olan yalnlîta bir oluk (4) saglanmaktadlEl Sekil 7 aynl3ekilde ayak kesitleri (2) ve taban kesiti (3) arasIa 90°'den daha fazla olan bir açllBia aç-EQR) göstermektedir. In the assembled state, the foot sections (2) of the C-profile are loaded and flexibly shaped. may deteriorate or, if deemed necessary, may be removed from the load as shown in Figure 4. It can be deformed as flexible and plastic starting from the arilîllöilgl position. Thus, If the C-profile (1') is under load, the angle of openness of more than 90° is reduced. where the foot sections (2) are aligned parallel to the innerplates (10,10',10") Usually, this is the case between the foot sections (2) and the base section (3). subsequent assembly due to the forces occurring during The thickness of the sheet metal material of the C-profile (1,1',1”), especially with a spacing of 0.3 mm and 3 mm However, a thickness of 0.4 mm to 0.6 mm is particularly advantageous. it appeared to be. Sheet metal preferably has a flexibility of 196 kN/mm2 and 216 kN/mm2. Coefficient of Coefficient of Sheet Metal Strength ranges from 270 MPa to 500 MPa Figures 6 and 7, shown in Figure 3 vs. yapllândIElnaya shows. The explanation in accordance with Figures 6 and 7 is based on the above two explanations. can be understood. With the same reference numbers of the two-ilar mirrors that have the same function. is shown. However, according to the constructions in Figures 6 and 7, in the base section (3), a longitudinal of the C-profile. wider than the grooves shown in Figure 3 only a groove (4) is provided. (3) shows an angle of greater than 90° between (EQR).
Referans Isaretleri Listesi 1, 1', 1" C-profil 2 Ayak kesiti 3 Taban kesiti 8,838" ,103 10" Iç taraf KMIilar Katlama kesiti Alçmlakalar Sabitleme araclîi Bölme duvarEi AçIEha açlîlîl Reference Marks List 1, 1', 1" C-profile 2 Foot section 3 Base section 8.838" .103 10" Inside KMIilar folding section lowlands Fixing tool partition wall AçIEha Açlîlîl
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102005016176A DE102005016176A1 (en) | 2005-04-07 | 2005-04-07 | C-profile and partition with C-profile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TR201814732T4 true TR201814732T4 (en) | 2018-11-21 |
Family
ID=36153570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TR2018/14732T TR201814732T4 (en) | 2005-04-07 | 2006-02-15 | Compartment wall with C-profile and c-profile. |
Country Status (12)
| Country | Link |
|---|---|
| US (1) | US20090038255A1 (en) |
| EP (1) | EP1866492B1 (en) |
| CN (1) | CN101151423A (en) |
| AU (1) | AU2006230983B2 (en) |
| DE (1) | DE102005016176A1 (en) |
| ES (1) | ES2692201T3 (en) |
| NO (1) | NO20075672L (en) |
| PL (1) | PL1866492T3 (en) |
| PT (1) | PT1866492T (en) |
| RU (1) | RU2317378C2 (en) |
| TR (1) | TR201814732T4 (en) |
| WO (1) | WO2006105825A1 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DK176685B1 (en) * | 2007-04-23 | 2009-02-23 | Lindab Ab | wall framing |
| RU2482051C2 (en) * | 2008-12-18 | 2013-05-20 | Тома Ауфцюге ГмбХ | Elevator shaft carcass |
| US8646239B2 (en) | 2010-08-04 | 2014-02-11 | John David Rulon | Modular building block building system |
| 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 |
| SE539953C2 (en) * | 2016-02-08 | 2018-02-06 | Nitiu Ab | A sandwich construction element comprising an open core structure of close packed asymmetric tetrahedrons |
| US11131091B2 (en) | 2016-06-30 | 2021-09-28 | Knauf Gips Kg | Drywall construction system with spring rail |
| PT3631115T (en) | 2017-05-24 | 2022-09-20 | Saint Gobain Placo | CORRUGATED CONSTRUCTION ELEMENT, APPLIANCE TO PRODUCE SUCH ELEMENT AND MANUFACTURING METHOD |
| JP7671782B2 (en) | 2020-05-22 | 2025-05-02 | クナウフ ギプス カーゲー | Dry construction studs and dry construction walls having dry construction studs |
| USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
Family Cites Families (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3243930A (en) * | 1962-05-29 | 1966-04-05 | Nat Gypsum Co | Corrugated sheet metal structural members |
| DE3315694A1 (en) * | 1983-04-29 | 1984-11-08 | Theodor Wuppermann Gmbh, 5090 Leverkusen | Grease for a sloping roof skin |
| NZ210863A (en) * | 1985-01-17 | 1988-03-30 | Onteam Ltd | Wall frame: interconnected metal studs and plates |
| SU1634348A1 (en) * | 1989-02-01 | 1991-03-15 | Украинский научно-исследовательский институт металлов | A method for shaping c-sections |
| US5203132A (en) * | 1991-09-17 | 1993-04-20 | Smolik Robert A | Wall assembly |
| US5285615A (en) * | 1992-10-26 | 1994-02-15 | Angeles Metal Systems | Thermal metallic building stud |
| US5592796A (en) * | 1994-12-09 | 1997-01-14 | Landers; Leroy A. | Thermally-improved metallic framing assembly |
| AU710028B2 (en) * | 1996-03-22 | 1999-09-09 | John Allan Trenerry | Elongate structural member |
| US6250042B1 (en) * | 1996-06-17 | 2001-06-26 | University Of Central Florida | Additional metal and wood composite framing members for residential and light commercial construction |
| FR2786513B1 (en) * | 1998-11-27 | 2001-02-16 | Knauf | THIN SIDING WALL WITH IMPROVED ACOUSTIC PROPERTIES |
| DE10013991C1 (en) * | 2000-01-14 | 2001-04-05 | Richter System Gmbh & Co Kg | C-profile for dividing walls has parallel beadings at the side flanges against the wall sections and a profile base which is smooth or beaded to give a membrane effect to prevent noise transmission |
| DE10215097A1 (en) * | 2002-04-05 | 2003-10-30 | Knauf Westdeutsche Gips | Elastified dividing wall construction has fastening sections which with base section each include obtuse angle of more than 90 degrees so that by fastening sections in panelled state an elastic spring unit is defined |
| US20060096200A1 (en) * | 2004-11-05 | 2006-05-11 | Daudet Larry R | Building construction components |
| US7594331B2 (en) * | 2005-11-05 | 2009-09-29 | Wiltin Pty. Ltd. | Method of production of joining profiles for structural members |
| USD618365S1 (en) * | 2009-06-18 | 2010-06-22 | James Crane | Reinforced steel stud |
-
2005
- 2005-04-07 DE DE102005016176A patent/DE102005016176A1/en not_active Ceased
- 2005-08-02 RU RU2005124564/03A patent/RU2317378C2/en not_active IP Right Cessation
-
2006
- 2006-02-15 TR TR2018/14732T patent/TR201814732T4/en unknown
- 2006-02-15 AU AU2006230983A patent/AU2006230983B2/en not_active Ceased
- 2006-02-15 PL PL06706955T patent/PL1866492T3/en unknown
- 2006-02-15 EP EP06706955.9A patent/EP1866492B1/en active Active
- 2006-02-15 ES ES06706955.9T patent/ES2692201T3/en active Active
- 2006-02-15 US US11/887,799 patent/US20090038255A1/en not_active Abandoned
- 2006-02-15 PT PT06706955T patent/PT1866492T/en unknown
- 2006-02-15 CN CNA2006800107360A patent/CN101151423A/en active Pending
- 2006-02-15 WO PCT/EP2006/001351 patent/WO2006105825A1/en not_active Ceased
-
2007
- 2007-11-06 NO NO20075672A patent/NO20075672L/en not_active Application Discontinuation
Also Published As
| Publication number | Publication date |
|---|---|
| WO2006105825A1 (en) | 2006-10-12 |
| EP1866492B1 (en) | 2018-07-25 |
| ES2692201T3 (en) | 2018-11-30 |
| RU2317378C2 (en) | 2008-02-20 |
| PL1866492T3 (en) | 2018-12-31 |
| AU2006230983A1 (en) | 2006-10-12 |
| DE102005016176A1 (en) | 2006-10-12 |
| US20090038255A1 (en) | 2009-02-12 |
| CN101151423A (en) | 2008-03-26 |
| RU2005124564A (en) | 2007-02-10 |
| NO20075672L (en) | 2007-11-06 |
| AU2006230983B2 (en) | 2011-05-12 |
| PT1866492T (en) | 2018-11-08 |
| EP1866492A1 (en) | 2007-12-19 |
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