DK177348B1

DK177348B1 - Panel wall

Info

Publication number: DK177348B1
Application number: DKPA201100364A
Authority: DK
Inventors: Joergen Skoubo Johansen
Original assignee: Joergen Skoubo Johansen
Priority date: 2011-05-11
Filing date: 2011-05-11
Publication date: 2013-02-04
Also published as: EP2723951A1; EP2723951A4; DK201100364A; WO2012152276A1

Abstract

Fremgangsmåde til fast samling og fiksering af fortløbende paneler (Fig. 1.), fortrinsvis vægpaneler, ved udnyttelse af fjedereffekt i stolpeprofil, i kombination med samvirket mellem profiludformning og detaljer i kantprofileringen af de paneler, der samles ifølge fremgangsmåden.Method for firmly joining and fixing consecutive panels (Fig. 1), preferably wall panels, by utilizing spring effect in post profile, in combination with the interaction of profile design and details in the edge profiling of the panels assembled according to the method.

Description

DK 177348 B1DK 177348 B1

Fremgangsmåde til friktionsfri indbyrdes, langsgående samling af panelpar, udformet af efter hinanden parvis anbragte, præfabrikerede pladelegemer, i hovedsagen etagehøje, kantprofilerede væg- eller facadepaneler, ved hjælp af profil, tildannet ved kantpresning 5 eller roll-formning i let fjedrende stålkvalitet, og hvor fjedereffekten anvendes til at sikre tæthed i samlingen mellem to nabopanel-sæt.Method for frictionless mutual, longitudinal assembly of panel pairs, formed of successively paired, prefabricated sheet members, generally floor high, edge-profiled wall or facade panels, by profile, formed by edge pressing 5 or roll forming in slightly resilient steel quality, and wherein the spring effect is used to ensure tightness in the joint between two neighboring panel sets.

Fremgangsmåden ifølge opfindelsen, hvorved der etableres lette skillevægge bestående af etagehøje vægpaneler med profilerede lodrette kanter og af specielt udformede profiler, 10 fortrinsvis tyndpladeprofiler af stål, og hvor vægpaneleme typisk vil være præfabrikerede på fast breddemål, og med profilerede lodrette kanter i hele disses udstrækning, idet vægpanelernes ene lodrette kant er udformet med fals, og den anden lodrette kant er udformet med både fals og not. Stålprofilet som således fungerer som en slags stolpe i vægkonstruktionen, er dimensioneret til at sikre den ønskede vægtykkelse, og endvidere 15 til med sine profildele indbyrdes at kunne fiksere, sammenføje, stabilisere og låse de fire panelkanter, der mødes i parvis indbyrdes indgreb, hvor to panelpar samles i forlængelse af hinanden i en vægflugt.The method according to the invention, whereby light dividers are established consisting of floor-high wall panels with profiled vertical edges and specially designed profiles, preferably steel sheet steel profiles, and wherein the wall panels will typically be prefabricated to fixed width dimensions and with profiled vertical edges throughout their extent. the one vertical edge of the wall panels being formed with folds and the other vertical edge being formed with both folds and grooves. The steel profile, which thus acts as a kind of post in the wall structure, is dimensioned to ensure the desired wall thickness, and furthermore, with its profile parts being able to fix, join, stabilize and lock the four panel edges which meet in pairs with each other, where two panel pairs are joined together in succession in a wall flight.

Kombinationen med specielt udformet stålprofil og specielt profilerede panelkanter til 20 samvirke hermed, er kendt fra mange andre konstruktioner. Eksempelvis kan nævnes USA patent nr. 3 349 529 og dansk patent nr. 143459, som for det sidst nævntes vedkommende, også er udformet med henblik på, at frembringe en løsning for etablering af lette skillevægge, uden der forekommer friktion, når vægpaneler indsættes i indgreb med og i forlængelse af hinanden i en vægflugt.The combination with specially designed steel profile and specially profiled panel edges for 20 co-operation is known from many other designs. For example, United States Patent No. 3,349,529 and Danish Patent No. 143,459, which were recently mentioned, are also designed to provide a solution for establishing light partitions without friction occurring when wall panels are inserted into the wall. engagement with and in extension of each other in a wall flight.

25 Det særlige og karakteristiske der opnås ifølge opfindelsen består i, at panelerne indsættes i konstruktionen uden der er friktion under sammenføjningen, og i at tæt og fast samling indbyrdes mellem panelerne derpå opnås ved en drejeproces, hvor det panelpar der er under montage, påvirker det forudgående monterede panelpar til, at aktivere den fjedrende egenskab i stålprofilet, som derpå repræsenterer den kraft, der endeligt sikrer 30 fast og tæt sammenføjning af de fire panelkanter som mødes, hver gang to panelpar samles i forlængelse af hinanden over et stålprofil. At udnytte stålets fjedrende egenskaber på den måde, indebærer samtidigt og endvidere, at to mod hinanden vendende panelkanter ikke uafhængigt af hinanden kan trykkes ind i konstruktionen efter montage, hvilket ville have været tilfældet, hvis stålets fjedrende egenskaber havde været 35 anvendt til indefra, at spænde ud i hulrummet mod de modstående bagsider af et panelpar. For eksempel kunne man forestille sig med henvisning til patent nr. 143459 , at DK 177348 B1 2 pladelegemet (5) var udformet som et stålprofil, der fjedrende kunne spænde ud mod bagsiden af panelerne (7), for derved at etablere et fjedrende pres mod bagsiden af den overfalsende paneldel (1). I sådan en situation, ville netop det fjedrende uønsket give mulighed for, at panelerne (6 & 7) kunne bevæges uafhængigt af hinanden indad i 5 konstruktionen, hvilket øger mulighed for revnedannelser, hvis væggen siden skal spartles eller tapetseres. Effekten med at anvende pladelegemer til via en vægtstangs-funktion, at trække et samleprofil af fjedrende materiale som tyndplade stål ud i sin endelige form, og samtidigt at anvende samme stålprofil til at sikre indbyrdes afstand mellem pladelegememe, er kendt fra Fransk patentskrift nummer 2707317. Opfindelsen ifølge 10 dette skrift forudsætter, at det kun er langs én af et panelpars kanter, at vægtstangsfunktionen kan udnyttes, hvorfor et efterfølgende panelpar ikke vil kunne indgå som vægtstænger for det stålprofil, som skal bringes i indgreb med kantzonen af et forudgående panelpar. Vægtstangsfunktionen ifølge det Franske patentskrift angår ikke, at udnytte et stålprofils fjedrende effekt til at sikre tæt indbyrdes samling af fortløbende 15 panelpar, og vil ifølge sit princip ikke kunne udformes dertil.The particular and characteristic obtained by the invention consists in the fact that the panels are inserted into the structure without friction during the joint and in that a tight and firm joint between the panels is obtained by a turning process, where the panel pair under mounting affects it. preassembled panel pairs to activate the resilient property of the steel profile, which then represents the force that finally ensures 30 firm and close joining of the four panel edges that meet, each time two panel pairs are joined in succession over a steel profile. Utilizing the resilient properties of the steel in this way simultaneously and further implies that two facing panel edges cannot be pressed independently into the construction after assembly, which would have been the case if the steel's resilient properties had been used from the inside, that buckle out into the cavity against the opposite backs of a panel pair. For example, with reference to Patent No. 143459, it could be imagined that DK 177348 B1 2 plate body (5) was designed as a steel profile which could resiliently extend to the back of the panels (7), thereby establishing resilient pressure against the back of the folding panel member (1). In such a situation, precisely the resilient undesirability would allow the panels (6 & 7) to move independently of each other inwardly in the structure, increasing the possibility of cracking if the wall is then to be plastered or taped. The effect of using plate members to pull out a spring profile of resilient material as thin-plate steel in its final form via a lever function, and at the same time using the same steel profile to ensure spacing between the plate bodies, is known from French patent specification 2707317. The invention according to this specification assumes that it is only along one of a panel pair's edges that the lever function can be utilized, which is why a subsequent panel pair will not be able to act as a bar for the steel profile to be engaged with the edge zone of a preceding panel pair. The barbell function according to the French patent application does not concern the utilization of the spring profile of a steel profile to ensure close interconnection of consecutive 15 panel pairs, and according to its principle cannot be designed for it.

Det er således stålprofilets principielle udformning sammenholdt med det principielle i panelkanternes profilering, der tilsammen danner det system som skaber mulighederne ifølge nærværende opfindelse. Det helt centrale er stålprofilet, der i hovedsagen er 20 udformet som et U-profil, med Z-formede flige, som er så lange i forhold til godstykkelsen, at de kræfter der omsættes i konstruktionen under selve den indbyrdes panelsammenføjning, udnyttes til at trække U-profilets Z-formede flige fra hinanden således, at stålets fjeder effekt vil sikre fast indbyrdes fiksering af panelerne.It is thus the principle design of the steel profile in comparison with the principle in the profiling of the panel edges that together form the system that creates the possibilities according to the present invention. The core is the steel profile, which is generally 20 shaped as a U-profile, with Z-shaped tabs, which are so long in relation to the thickness of the material that the forces applied in the structure during the actual panel joint are utilized to pull The U-shaped Z-shaped tabs apart so that the spring effect of the steel will ensure a fixed fixing of the panels.

25 Fremgangsmåden ifølge opfindelsen, skal i det følgende nærmere forklares med henvisning til FIQ. 1. & 2. på den vedlagte tegning, hvor af det af FIG. 1. fremgår i vandret snit, hvorledes samspillet mellem stålprofil, panelkant med fals og panelkant med både fals og not samvirker, og indbyrdes og gensidigt låser og stabi-30 liserer hinanden.The method according to the invention will now be explained in more detail with reference to FIQ. 1 & 2 of the accompanying drawing, in which: 1. shows in horizontal section how the interaction between steel profile, panel edge with fold and panel edge with both fold and groove interact, and mutually and mutually lock and stabilize each other.

FIG. 2. fremgår, hvorledes stålprofilet principielt er udformet.FIG. 2. shows how the steel profile is designed in principle.

35 Systemet samt fremgangsmåden ifølge opfindelsen, forklares i det følgende mere detaljeret med henvisning til tegningen.The system and method of the invention are explained in more detail below with reference to the drawings.

DK 177348 B1 3DK 177348 B1 3

Af det vandrette snit i fig. 1. fremgår, hvorledes panelerne (1) er sammenføjet med panelerne (2) over stålprofilet (3). Kantdetaljen som er vist for panelerne (1) angiver hvorledes de identiske paneler langs den ene kant er profileret med både not og 5 overfalsende kant, og kantdetaljen for panelerne (2) viser hvorledes panelerne langs den modstående parallelle kant er profileret med fals, hvor falsdelen lægger an mod bagsiden af den overfalsende kant (8) af panelerne (1). Det fremgår af fig. 1. at stålprofilet (3) er indsat i noterne i panelparet (1), og at panelpar (2) er indsat i konstruktionen således, at deres falsdel (7) ligger an mod bagsiden af den overfalsende kant (8) af panelpar (1), og 10 at panelpar (2) med deres bagsider ligger an mod hjørnerne (5) af stålprofil (3). Når stålprofilet (3) ifølge fig 2. er dimensioneret således, at vinklerne (10) er udført lidt mindre end de vil være, når profilet har indtaget sin endelige funktion i konstruktionen, og følgeligt vil afstanden mellem profildelene (9), også være mindre, end hvad afstanden vil være mellem samme profildele, når stålprofilet har indtaget sin endelige funktion efter endt 15 montage. Det er dette forhold, der skaber den tilstræbte tjedereffekt. Funktionen og samspillet mellem konstruktionens komponenter, opstår altså under selve montagen, hvor der i forlængelse af et allerede opstillet panelpar (1), skal fortsættes med det efterfølgende panelpar (2). Det første der vil ske er, at stålprofil (3) indføres i noterne (4). Panelpar (1) vil derved på grund af stålprofilets undermål mellem fligene, blive trukket lidt 20 tættere sammen, end deres endelige indbyrdes afstand. Når panelparet (2) derefter drejes ind i sit indgreb i konstruktionen, som vist med stiplet linie og pile, vil det få kontakt med bagsiden af den overfalsende del (8) af panelpar (1) og med stålprofilets hjørne (5), før panelparet (2) er helt inde på sin plads i vægflugten. Panelpar (2) vil skræve lidt. Når panelpar (2) presses endeligt på plads vil trykket på falsdelene (6) som følge af 25 panelernes anlæg mod profil-hjørnerne (5) udvirke, at stålprofilets flige, trækkes fra hinanden, således at vinklerne (10, Fig. 2) åbnes lidt. Herved opstår den ønskede fjedereffekt, som sikrer den faste fiksering af alle konstruktionens samvirkende komponenter i forhold til hinanden.From the horizontal section of FIG. 1. It is apparent how the panels (1) are joined to the panels (2) over the steel profile (3). The edge detail shown for the panels (1) indicates how the identical panels along one edge are profiled with both groove and 5 folding edge, and the edge detail of the panels (2) shows how the panels along the opposite parallel edge are profiled with seams, wherein the seam portion abuts the back of the folding edge (8) of the panels (1). It can be seen from FIG. 1. that the steel profile (3) is inserted into the grooves in the panel pair (1) and that the panel pair (2) is inserted into the structure so that their fold portion (7) abuts the back of the folding edge (8) of panel pair (1) ), and 10 that panel pairs (2) with their backside abut the corners (5) of steel profile (3). When the steel profile (3) according to Fig. 2 is dimensioned such that the angles (10) are designed slightly smaller than they will be when the profile has assumed its final function in the construction, and consequently the distance between the profile parts (9) will also be less , than what the distance will be between the same profile parts when the steel profile has taken its final function after the completion of 15 installation. It is this relationship that creates the desired tether effect. The function and interaction between the components of the structure thus arises during the assembly itself, where, in continuation of an already installed panel pair (1), the subsequent panel pair (2) must be continued. The first thing that will happen is that steel profile (3) is inserted into the grooves (4). Panel pairs (1) will thereby, due to the lower profile of the steel profile between the tabs, be pulled slightly 20 closer than their final spacing. When the panel pair (2) is then rotated into its engagement with the structure, as shown by dashed line and arrows, it will contact the back of the folding portion (8) of panel pair (1) and the steel profile corner (5) before the panel pair (2) is completely in its place in the wall flight. Panel pairs (2) will shrink slightly. When the panel pairs (2) are finally pressed into place, the pressure on the fold parts (6) due to the abutment of the panels against the profile corners (5) will cause the steel profile tabs to be pulled apart so that the angles (10, Fig. 2) are opened. little. This results in the desired spring effect, which ensures the fixed fixation of all the interacting components of the structure relative to each other.

Af fig. 2. fremgår endvidere, at vinklen (10) er markant mindre end 90°. Hensigten hermed 30 er, at skabe den nødvendige plads for hjørnet (11) på panelpar (2), som er nødvendigt for, at det er muligt, at indføre panelerne skråt udefra uden der opstår friktion og modstand. Udnyttelse af fjedereffekt på denne måde, forudsætter, at vinklen (10) altid er mindre end 90°.In FIG. 2. Furthermore, it appears that the angle (10) is significantly less than 90 °. The purpose of this is to create the necessary space for the corner (11) of panel pairs (2), which is necessary to allow the panels to be inserted obliquely from the outside without friction and resistance. Exploitation of spring power in this way assumes that the angle (10) is always less than 90 °.

3535

Claims

A method of frictionless mutual, longitudinal assembly of panel pairs (2), formed of consecutively arranged, prefabricated sheet members, generally floor-high, edge-profiled wall or facade panels, by means of a bent, edge-pressed or roll-shaped profile ( 3) of thin-plate steel, which is designed to engage and cooperate with an edge profiling (7,8) in the panels to be assembled and fixed with each other and where the spring effect is used to establish a draft inwardly of the structure; thereby ensuring a firm and dense joint between 10 cooperating panel edges, and wherein a minimum and maximum distance between opposing parallel panel pairs (2) is ensured by the same thin-plate profile, which is generally formed with a U-shaped cross-section comprising two profile tabs (9) and which are made with less distance between the profile tabs (9) than what the distance between the profile tabs (9) is when the thin-plate profile is inserted in its cooperation with the edge profile in opposite parallel panel pairs (2), characterized in that the thin plate profile (3) is first pulled out in its final shape after being engaged with grooves (4) during the installation, at the edges of the preceding panel pairs, by inserting subsequent panel pairs (2) into the the structure is inclined from the outside and then rotated in place so that the turning process causes the panel pair (2) to be pressed against the back of the 20 by means of 20 profile hooks (5) of the tab (9) of the profile (3). the profiling (8) at the edges of the preceding panel pair, thereby completing the turning process for panel pairs (2), by the effect of a lever, via the preceding panel pair (1) pulls out the tab (9) of the steel profile (3) in its final position and where it forms part of the steel profile extending between the corners (5) ensures the distance between the backs of the panel pairs.

A method for frictionless mutual, longitudinal jointing and fixing on panel pairs (2), formed of consecutively arranged, prefabricated plate members, generally floor high, edge-profiled wall or facade panels 30 (1,2) according to claim 1, characterized in that the substantially U-shaped thin plate profile, between the profile tabs (9) and a central piece between the profile tabs (9), where these are connected to each other, is formed at angles less than 90 °.

Method for frictionless mutual, longitudinal assembly and fixation of 35 panel pairs (2), formed of successively paired, prefabricated sheet metal panels, generally floor high, edge profiled wall or facade panels according to claim 1, characterized in that the thin-plate profile (3) is adapted in length which is less than the length of the profiled panel edges with which the thin-plate profile must interact. 5 10 15 20 25 30 35