HUE029739T2 - Outer wall of building made of dense rock wool - Google Patents

Abstract

The wall has a mineral wool panel (1) having density equal to 40 kilogram per cubic meter. The mineral wool panel is covered with a three-dimensional (3D) grid structure (2) used as a plaster substrate (3). The grid structure is maintained by fasteners e.g. screws (7), passing through the mineral wool panel. The grid structure is made of glass cloth and alkali-resistant metal, where thickness of the mineral wool panel is equal to 20 mm. The mineral wool panel and the grid structure are fixed on a bracing panel (4) e.g. wooden panel.

Description

Outer wall «f bulifiiii« made of dens«· rock wool fkwcriptiots

Who present, hw on boo relatesto so Outer wall of à building o f t he typo whit a render finish, ϊ!ι Is applies equally to nonbud inanai buddings- industrial buildings. the external .Of fetrlldiop wlthtStOoe or hetek ostter walls, of eooereie outer walls-: whether solid or lightweight, er the ereoboo ofwoodUTamed :btbtdings, ete. in order to base a facade with a reader unis!·, the uuast coounonpiaee tMhnieps.es are so use: a stonework sttgportiBg wall covered with reader - insulation front the outside-, made:u|> of dense (foam or rock woo: i panels to Which renders are directly applied cement sheets supporting render:

If the ekierbal façades are Insulated using bgluwctgb: flexifeie roch woo! (for oMotple in order to tnake It easier to pass cables or pipes therethrough;. of id order to avoid: having to repair the supporting wait f oo render eao be applied directly : to the rook word. A render support sheet is repülted.

Ip wood-txarned hontes- the rock wpofis placed between studs ap:d au esteriof:panel Is added to gtcfcMe the: home with .loechanioal stability f ibis feeing referred ha as a eroSWbtaeiog panel):, litis pape! Shag be ntade of wOodföSB - oriented strand board : or of febrewenwuk .1 or wood oV-uned hontes, it Is impossible tp apply render directly to the: wood,, in order to aggig render It is possible to staple a rauf barflir (that blocks Out liquid water but allows water vapour through;} to the HSB, then, to attach a three-dbnetisional mesh (dcsertlmd in latent Apoilcabou US 20 iÛ/bhbCMbS) atloefeed to the USB papéi- The tircee-bitoenstog^^ rnesh niakes if easi er for the reader IB he appp'mL The ihree-DPdeosiooahB^^ -enlaced by a dock a I kaid resKWn; meral mesh, eonvendouai iy used 1¾ renovating stone navi:. Spaaes's are dien needed in order so unsure that rho mesh her vedhlp she render either than bring flel agaméi die stsppcsriiog wall.

For seoodvfrarpçd hep.es or façades it is p os slide to Pee sheers os ce saru? si er example os she type giaiAeted ander the registered trade mark Aqoaroc-fO Py die eoisipapy Qyprhe), hovered ip reader , lr is also possible to sriaeh a thin metal tahieework as described hr Paiera Application FE 77PPÜ33 to ihoiVanwwork and io cover Ihle vdth repder. See also DE 100 OB ?4| AI, lliesè soipiieas piwsedi pfohledis opiPelAdldlpg site: sheets of ÖSE or sheets ol cement are heavy to hagdte go 13 kgdrE or more);

If the CIS Eheeo spas eret with rantomter hefpfe the talp hasai or Is applied and the .mesh is attached, the teusde Mrengih ol the serened assembly holding the snesh so place will he greatly reduced; ce te en t shoe is s wed w II h s pot spree c geiieia 11 y be tween 0,7 a rid I pi rn/of ) and thA applies Siress to the jones between sPe sheets. A special treatment of ilie joiPÍS IS motored. using mortar ami a dopble resrdoreing mesh. Wild an expensive eiasbc orgatnc render (os'a Pile knees bmded so a few; ninth It Is possible to avoid cracks, Pot a tipple effect is generally visible. With a cement-eased mineral reader t e h mb is far less expensive than an organic render} it is very ddilcuh so avoid cracks, because mineral, based renders crack piore readily Id the event of repeat itresses, As a tesulg eemerp: sheet m n mu ms so to so ο* tXx met \K\w v a ' ' net'em " ?o> ' to IS nil t d iso en si one F y ari at! m s v and ih Isdeads to a. n ot In a ; g u if i o an i I nereas e I n the cost of nianuDoStPé, w the case of the uwnd iarbcew urk. a Hűek lka; layer oí render needs to be applied in order te make the slnanure mere rigid, and Chen it is nhéessarÿ to wait at i-crisi one week for drying opt, before applying a thick see raid coat of sender before once ege-a a nhitsg at ieesi one weeír boiOfO appl ying the finish coat, swncthntg winch is 0 me w onsaruing. In addition, the moisture gonerau-d by tire tender ás it dries out is partially absorbed by dre wood, I ead s ng to dim c n sloe a ! v ad ail one and i neteased .fib ka cf er ac ki eg, l a the ease of wood-s neoed hoot es. the lut tue work eann hide used for the eross -b me leg beedtpe it Is too fioslble; la all eases it IS if cantent sheets,, metal uubeewodc p It, often happens shat dm supporting wood Is wet at :0m time of appifeatidn (oder a roíofálli, whether this Is in the ease of a home with a wooden homework or wooden cladding to the ease of yep til a ted tagod es. hs the wood dries noth shrinks;, leading to signlfkaat dimensional eariadops of the support, Ho sheet or tender is then able to withstand the tilmehsiouai swriatidos, leadtogto eraeks in ike reader. The same sltdatloa may arise in ihemyerse aeehatbo, nanwly whoa the wood is dry at the time of application then swells as a result of poor treatment of an individual point with the Ingress of witter Into rite façade, sobtetdlbl wkieh once agat a leads to cracking. The solutions set out previodsly therefore demand that the woodtbs laltiajly petleedy dry and \ * wd t i î \! r hv okt n s v <. s >. P !< X to 1 f needs to he pal'd to the individual points (window edges, eted where the slightest Ingress of water lote the fmtnework; e an ses eraeks ίο the render.

The tlieehtprs have looked tot n way of roll ably and durably using a uonvewmoal i uhl Is tie deine nt-based fender either On low - cost cement sit cuts that exhibit a large amount (up to 2,5 utut/uf) of dfrneos lónakTari afton with moisture hr on sheets fixed to a: wooden framework that nuts move oil It moisture. 11)0 no codon has Kwn mic to achtem dm oweetwe and thembm. lus as sokjem a buifdiug outer wall comprising a rock wool panel with a density of at least 40 kg.'rrù covered by a huec--d;nwwnon;d snesh smtcosre, by wav of Support for remk-r. Use mesh hemg he id By usings passing duongh d-o rack wood i®ih®'ïm§nû&amp;xit § ftev-dfoivvvional meah structure may bo made UP of a tdree--dlmvda:d»itl mesh or of a two-dimensional mesh and of a set of spacers In a dura dimension

The rock woo! interposed between, m the one lmod, tlie r ender and,: dm the· oflier hand, the structure of the fetdMimg such as tbs wooden framework heurmgsfruetnre er ÖIB nr flbrewemeui sheet render eapporlfng sirbetnrç, ail liable to deidrrn according to wmospheno condamna, ss dasuc eotmgh to withstand all the diwemuonas variatlon s.

Advatdageímsly, tim rock wool -exhlhits no dlmensioîta! variation with water, or with thermal shook; treating she joints the». 'h«ooîïtes-aifpti!ôs% :}$ΨΨΨ saying time on: rite building site:, Rock wool t§. iighttfiighf; ·ροηνοΐ!ΐΙθΐΐΜ! 'éens# panels Id dim in buck ness bare: a mass per ntht area of appitryitpafely :2 to 3: kg orb as ctttnpared with 13 kg/mi: fsf cernent sheets, in adduion, the insulating. nature of the woo; protects the struetureoaf the 'buildings· notably the support: sheets (OS-B, oèmeni, etc,) and imprerves ;he cin rabod y thereof.

Tire interface between the mortar os' aloch the render is tpade attd ffse rnpulMton eabl’hifs adhesion between the two tftafcrials. An tnsnlntjng utafertal odwr dnw rock wool (for example foams) may he used, :bnt to ants have markedly higher shear strength than reek wool (30 kPa tor expanded polystyrene: as compared with 1 kPa Pgr npn-creped rock wmtdi, which means that the Stresses at the nwuaar/iusutatmo noertacc are logher with foams, in Use case of rock wools, the snorfar can fbpve freéiy wlfPdtd stressing the support in shear, fins greatly reducing tbc risk of cracking:. The same is true of the frame work which Can move without introdneihg Streases ittfo the tuck wool, and therefore into the render: The low shear strength: f ! kPa) os the stick wool is nevertheless markedly higher hum the shear disc to the weight off be heavsest renders (0,3 kPa), winds dwreiorc proxems no risk.

Nohwreped réel; wools never! helms hsvc the disadvantage ol having a very iiAv teiisüe si mug· h (< I kPa). which tneaM thai It is ma recommended. for a reader re he applied directly wi shorn rhe rssk of delaïrhiaaffôa hr she evem of high words. Id order to ensure durable meelwuieal brtegrlty of reader applied to tide type of roe!, woof, a tltreo-dltBeosiodal mesh armature la pi seed on the rook wools through whs elf it Is fixed io the underlying streensre; it may preferably he fired also to the rock Wool

This mesh sfrsretore eomptrsea a mesh, notably snabe of glass, metal or some other materlai resimnn to the render.

According to ode erubesj leránt, this may bo a thro e-dl me us ions 1 snesh fenced Isom a glass fabric. as described in the aloses ncssu on ed Patent .Application fl A dû I tIAibÛbhha or in WCI 20;ÛS/tldÛh# l, each Ideorpofatedfby reference, which Is placed on the reek weelatKi anchored into the outer wall by serexes that pass through, the rock wool. The thtee-'dlsnensiossal structure criTke tpeslf allows a simple and rapid application of render. The three-dimensional glass mesh cosoprlses well and so warp filaments that, are wavy, which spas sis so say that a filament toll owe a oorveti oath, lor example in the: shape of a. C or an S„ notably a smusdidfl path, between the points of crossing wish two successive fllarnenis of the woven network, respectively wed; or warp filaments, dig thsekpess Is ubvhuiegeoesly at least around 5 thnT Its biasrrems are pasdtaliy or ahpoef entlrelv made up of gfass: fibres. If is eoated Adtb resin of she polyvinyl., epoxy., polyester. wyrene sales Or aerybe sype, or the egos valent which is resistant to the redder.

In another enibodiosent, the thrce-'dlsrsccfloital glass mesh, is replaced: by a twm dunes womb mesb, generally alkali resistant sneodlie, associated: veife spacers winch hold the mesh away bon; sins rock word by so approximate dlsiuhce cf J mro. The metal mesh is gists held by fixings passing through fhe rbei, wool, which may be anchored Info the underlying structure, the hearing straetore of the budding arakor ; be yendgr supporting susviore.

However, a glass mesh is preferred brwwsv ft is OiOre ligbiwelfte carry mg no a4 of corrosion or of injury daring euftkfg and iltiitrg.

Too thickness of (ho rook wool pane! ts: preferably at tnosf eond! to 25, .more parifeularly prefetwkiy 20lü, M&amp; at least Oqodl to S ofm,

Withkr this range of dvfeknesaes:, (be fool Word panel acts aw a regllfeet layer capable of secommodanng rhe robofvo movements of fee components of the outer wall.

According to otw fnafe first . embodiment offen rnvepfiptg fee onter waif eonvprt sea a erewsfemfertg paneg each as a panel mad® oftyped, pofeidy OSB, or flbrewement, fixed to a sppgortfe|| wall or a framework foreleg par; of tie outer rvall. The framework fo this instance Is made of metal -wood, composite such as a polymer corlalpfog tellfbfolrg, Ire refardatp: of öfter tiilers,: for a ventilated façade, Tbelo may be uprights of a woobteafiMb loldfog,

Tec rock wool parte! and the .mesh arc then preferablytlacd, by utslmci or identical means. to tie ernssferaekfg panel "These tekrgmefefs are eobYenffeoaT of the screw type, of sodable shape and sfee.

Fttff berm ore, the mealy aid also (be rock wop! papé! where appfesbfe, may advantageously be Ixed, by diatkiet or identical sdekOW to à soppottprg wall or a framework tore·;eg parr of tbc orner wail Thaw fixing means may be assoefexed1 With plogs id a supporting wall ip pattfeufeo They may constitute tbc only Item# of the glass weife and/or of tie delsc rock word partéi to rhe Older wolf or way potoftloe wife their fixing: to five otossferaeing panel so as to iroprove the woehamea! strength .of tic assembly. Finally* single moans of Swing the glam mesh and the took woo! .panel to the sapporfrog wall rxr âwrfrewdrk and to the erosw brad si g pattéi may be esed .

In, riffs fh:sf main embodiment or the Order wnflrhfdte:ift^Âlid!lk'ite'::#pfîiyv<>f flic rock wool patte! is preferably eornprfeed between id and I0P kg· ml

According to a second marsi essniodinwns of the onter wall of she m venuom did density of tile reek wool panel to at least eossssi to 120, proterabIv ISO and passkalariy prekrabiy MO kg·'nr', sou! she rock wool panel Is fixed: to a supporting •wall or a fraoiework kenning part of the outer wallorke dehsefoek wool pattéi pi ay: then eonytstuk the only crossdiraeieg panel of the extenor enter wall of the but king,. This then makea ayadebie luepss for s-epiaeing the heavy eerneirs sheets that eapoi'ienee duneos-onai variations, wish very dense glass wool sheets: with the niesh apehoredInto a snpportlng Wall of a frapiework, The render piakes the spttaee rigid. This method makes it possible to save a Stef to laying (thereby saving tone 00 the bod shag sises In add it son. in the ease of a hoti^veniiläkd'fsfadps the eepresit sheets ex hi hit a risk In tersns os nod store masiagemeni, heeapse She difi pfiop Of water vapopr is x?ery loo . By eosyttayh rock wools ere I CIO to ISO times snore breathable than cement sheet, Sotnethlog whkh correspondingly reduces the risks of problème arising if water infsf states I s s r 0 she smo-vesnüated tagadé Is Is therefota nossifeie to eopiphie these denae roek woe! sheets with lightweight rook wool external Ipsulatioo wslhons the need so provide ventiiabotu fir exaptgle sssiug fixings xpefrns those ilesotihed In Patent Appljoatlon BP ψ iff 20k Thai allows a signifcant tinié saving, since the application of eoneenticpiaf eenflated façades known to those skilled la the art is a relatively lengthy antf comp I ex process (deierodoing the layout of fixings, which means to say calculating the oispsher of fixings to bo arsed arid whes'e exactly they will he posldofsed on dm façasle, laying she Oensevvork, laying and csonsw she insulation, adjusting she íiamewosk. laying the sheets of facing. ete.T

The depsliy of the said roek wool pattéi is imwprefcreixly at oiost f flf kgdtsA

The render sop port niesh is then ptwlerahiy fixed: to a supporting wall Or to· a framework that Boots part of the osner walk by (king ptaans identical to or all Bore nt fro sw those of the tlease roek woof panel:,

Aeedrdkg to pvo proierred .features of the outer wall of the iovesrttop; the rock woe! fee-ei direr rh or indirectly elvers rmoiher huckncw of rock wool' uns other deckers may be made up of a woo; that is less dense or relatíve; y Unv · density, for esontple placed between uprights egtwflfhting a wooden IléiPèwèrk ole .hh.ikli.ng· the redirect coverage here refers to there befog: some other ma teri an for example a erosadnnesng pattéi made of a material other than dense took wool ffartteulafly made of OSB of ecmertf sheet. be; eg uuerposed between them; foe rock wool panel direct; y or indirectly covcu an air space., notably a vent dated air spare.

Other subjects of the inveofiott are; a wood··hsmwd bedding compris;ne an ower wall described hefeinabooe; a ventilated facade compnsmg such an unter waff· lining wttf; external Insulation comprising such an outer wallt and a rook woof panel that can be incorporated Into such an outer wall and that comprises un une aide a three-'dlmenslonaf mesh structure attached to the wool by a mechanics f author adhesive means.

The irre on don Is now uiosfrtted by the adaehed drawings in Which

Figure I ache mat leal I. y depicts the first main emhodbneoi of the auner wall of the wsemlorn la the ease of a wood-framed büntet Figure 2 depicts a;; apalogorts eohstrnetloo in the event of deformatiutr Of the c;osw bracing sheet; f igure I depicts the first mum etnirndlmePf of the outer wall sn the case of a aapporting wall made of brick; » IFigura if depicts a. eonstmeflon that differs frosB that of figure 3 in the ereafion of a ven of a; cd an spaces figures 5 and 6 seftematieally depict the second mam emlmdiwenc of the building outer wall b; the ease of a supporting ;wáH tttade of bricks respectively Without ahä With a ventilated air apace: figure ? is a; partial dcpndmn of the second main ensbudfaseot of the other waif according SO the luveurlon ip the case of a ventilated façade with a wooden f'mnwwork: and

Figure * mp>odnces Rome ? in the caso of dobfematlon of the wmodeb Iram ew of io äs shown in Figure F the wooden homework of a home Contprises wooden uprights fe between which a -fermai, and acrrustle insnlapou glass wool 16 of relatively low density (< fl kg:in;} Is Ifid,.

Tie uprights h and the ndativ-hy loo -density glass wool 11 fro covered Iy g cross-brcoiug panel 4}afelé to give the assembly tie repulsed otcchstUeal strougth both In torors of tension tlorieontul loading, stresses resulting from the wind1 In parlieulaff und in shear (verrical loach the weight of tie eonsfeioem purls of the outer wail}, This Is art- <>SB (oriented strand hoard} panel covered with a rain harrier {impervious to liquid water lor esmnpte by means of 0 sditahle film of hreathahlo polymer) or a sheet of Id hr c-cement.

The eross'-hrselug panel 4: is novered by a dense glass wool panel ! that is 15 tout tlncf, then b> a layer of render 5 Ihat is 10 non dock for-nod It a d-ree-dunensloual glass mesh 2 which constantes a support therefor. The three-dstncos-ottT glass mesh 2 is ot accordance wi dr fite teachings of Pate-tf Application US .2(110/00006(0. ft eohrprlsss wavy weft (and respectively w arp f il l anien t s between two sueeessrve warp:.(or respectively wefTf filaments, rmtahlv In the shape of a O or an S between those two filaments:. This wavWeas deines a thickness of at least 5 rnstr. Its fdaoiems arc rna.de of glass fibre:, Ir is eosted with polyCvtayl chloride} rosin, which is résiliant to the render. The ihrof'-dintensional glass Mesh 2 is M- the middle of the render 2, winch is to adhesion with respect to the dense glass omol panel I.,.

The assembly thus termed oi the créas··bracing pane! 4.,. of the dense glass wool pattéi 1, of the ibtwe^diiricusional glass rnesh 2 and of the render 3 Is Used to the uprights f by seroses Η. ΛΗ of the screws, ip this heme and1 the snbsecgieni figures, are associated with washers 19.

In Figaró 2· the four uwsthuem. parts 4, i, 2 and 3 of this asscrnhly are: dxed together by screws ? ami the cross-braclog panel 4 Is screwed to the uprights d fey sersws 9,: fiús ligure sebe nno lend y shows lest the dense glass woo! panel I is able, because <>l its compressubünyy to compensate tor the d donnát ion of the cross·' bracing pace! 4 caused by Its swelbng wdh moisture.. thus -oaklog u possible to avoid: the formation: of cracks or soy unevenness on Ids sc rises of he older walk The same deilgmatloe could ecuatly have decs depleted In a struetore strictly identical to shat of Figure i,

Tbe cross-bracing phel 4 ul Figure Sis depleted: without. deCbrnwiton, Moreover, the orner wall here differs flams that of Figure 2 by the fixing of the oross-hmehtg panel 4 to a supporting wall made of brink $f rather than to wooden, Mods, The cross-bracing panel 4 Is screwed by screws IB into piles 20 secured SO the snpportipg yyall S, It Is the renovation mnlfpr the lining with 'Insulation lyoni the outside of the supporting wah 5 Oral is depleted here.

The constroedon in l'igore 4 differs from that of Figure I through the arrangement, between fite relatively low-density glass wool id and the crocs-bradng panel 4. of a V cm I luted airspace I ?. This an,or sc men! emails adapting the way In which the cross-braeirtg pane! 4 is fined to the sopportidg; wall 5 using angle brackets It! which are Used into the s apport lag wall using screws and pings that have not been depleted, to which wooden studs hi holding the glass woof Id are fixed; the studs ! 1 -hew sc Ives befog fixed to the cross· bracing pane! 4 by screws 12.

In. ihe outer walls of Figures S ef sen. the dense glass wool pone! I takes the place of a single cross-brselng panel . The density of the panel l is eorsprlsed between 200 andTOO Fg/ni''. In Figure a, the dense glass woo! panel L the three-dlrnensionai glass mesh 2 and the render 3 are fixed to one another by auxibary living means 13 such as screws. They are also Used together To the supporting wail 5 by the same Irxsng screws ! in piles 20 secured ip the supporting wall S. Thu piles 20 pass through the thickness of low-density glass wool lb aodia superficial part of the supporting wall 5. To ventilated air space is provided. The render 3 used here can. be chosen to have a certain degree of breathahliby with respect to the moisture likely to be exchanged between the inside: and the outside of the bulidlug, and idee versa, through the seasons, thus esnovmg Che se:as brcathabbdy ;w: merry of the glass ovoot I u and I ,

The oops try of oil of fogdre h differs front Chat of figure a through the creation of a veoii latod air spaoe I ? botsvooo tho low "density wool i baud She douse wool I , This arrangement has entai led adapting the frying ofthe dense glass wool paoei | to the supporting wall 5 In a way eompamble to tim adaptation depicted to Figure T, In practice:, the dense gloss wool panel I. and tbb glass toesh: 2 (add therefore Che reader 3) are here Iwed together to the sleds 11 by stogie fed ng means 14 setch as screws. figures 7 and i are partial schematic depictions of Cho second tonio eothodiraoot of the outer wall ef the idvemioo, so wdneh the dense glass wool panel L the three-d tot eds ions! glass mesh 2 sod Che: redder T are laxéd together to Che wooded studs Π (eCfOHO a 8Ö mm) -ofthe .framework of a ventilated I agadé is slog single screws with -mobile heads t ef -Ülte mobility of the screw hots#: eon readily he obtained by eonsblnitsg a conventions! screw with a stateless metál washer I If The doekacss of the stode f I describes a vetítheted alt volume I7, The studs 11 are fined to a stonework supporting wall, not depleted, by means of metal lugs, not depicted (after Che rhaniwr of the embodiments shown in f igures 4 and h).

Whoo moisture is iprescw, the studs M deform (figure 1$}. This delottnatlou Is compensated lor he the mobile heads of the screws IS nod the aeimmtaodd of the dense glass: wool panel I so that no visible hnpalrtnent can bo observod1 at, Che surface of the render 3.,

The same effects are achieved by replaefng. Its Figures· 7 and 3, the stade 1I of a vesi cl luted-'idcade woodan ftomewerk with the ispsights (00 re so ··- |4.0tpm) of a wood'-fwtnodihome, and the vemdaieo air volutne IT with arioilter bildkoess of rook wool, Id particular relatively low-density röek wool, placed between the uprights.

Claims (5)

OUTDOOR BABY DRIVE CUSTOMER DOCUMENT? ”8 PATIENT LEGAL POINTS 1 Kt u cnuhf \ t a piece of jigsaw :: 40 k.0W $ R ^ lr ^ ^ jp ^ and rsgb; HE). which are fMoiathororrhoids (3 | one hornworld ^ ^ f'v t {* ^ »'' 'v O i' as ^ ai 'r" ίο .o o- * "8 14, Dl). Oh, M "1, ipmipöi rlzèri» -% «&amp; pfgml, snowdog or &amp; hdc + a three-dimensional net or Dedig is a two-dimensional £ &amp; * $ &amp; &amp; picture? .s 3, Is. or according to claim 2, characterized in that the mesh (2) is formed of a glass void, and three-dimensional, 4, is a wall of claim 3, wherein the mesh comprises wavy lattice and / or yoke. such as C or S tbrniajuikRsTflgpidlf is smiley and kmshosting? points between the woven meshes of their woven meshes, and a flame. He. That! or the trees according to claim 2, are in the form of a signal plate, the mesh of the net (2) being made of metal and connected to the spacers. b. Í ο g g em em em em em em me me me me me me ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve ítve <ítve ítve ítve * ítve h <<<<<ítve ítve <<<<<<<ön ön ön ön éhez éhez éhez éhez being fixed on the other hand; Aspanygyapothgz with additional mechanical and / or adhesive fastening devices. One of the preceding claims. characterized in that the thickness of the yoke fiber Rap (i) is at most 25, preferably 20 mm. A tree according to one of the preceding claims, characterized by a mineral wool (1), a wall according to any one of the preceding claims, characterized in that it comprises a cross-tab (4), e.g. &amp; £? <*, namely, OSB «apot, a lust mstcement, fixed to a resin wall (5) or to a base structure <β. !! # »- Aiff according to Aiff, that the ace ygy * p. $ &Amp;« ap rl slot β mesh (Z) is secured by means of separate or identical means (?) To the transverse sheet (4). • π Λ 9. or work. »A wall according to the point of view, characterized in that the net (2) and. optionally, the anechoic acid <1) is secured by means of separate or identical means (8) to a support (5) or a part of the wall forming part (i. j2. AZ: a prior art wall of a prior art, characterized by a firewall. Ot., I. * VV * b 'KM' NnOO1 s - 13; AS 5 8 g * v | * * '* .nn *> verné m characterized by # 2' if ^ iiyayanoNap { with a density of at least 120, preferably 160, in particular at an elongated honey 200 kgov, and four ski mineral resources..ap (1) egv (01 for the wall structure forming the wall slit {6}, see 14). As claimed in claim 13, characterized in that the mineral gospel iap (density 1 mg / kg is 300 kg / m 3. Wall according to claim 13 or 14, characterized in that the mesh (2) is dense. is attached to the frame structure (5) forming the part of the container. 16- What according to one of the preceding claims, with the help of the following, directly or indirectly, another mineral wool: "F i. s V ök ök x x x x va va va va va el el m m m m v v v v vár vár vár vár vár vár vár p p p p p p p vár vár vár vár vár A wooden structure comprising a codon wall according to one of the preceding claims. 19th cushioningtheframeoftheclose; Includes One, It's Self. One of the claims would disappear outside 20. An exterior insulating casing having a mega-toothed brain, i-17. Claims for outdoor outdoor walls. | 1st The mineral wool iap (t), which can be incorporated into one, is 1-17. One of the claims is a saint! in the wall, characterized by the fact that one of the moths of Macaw is Ice! a three-dimensional plunger (2) having a mesenchymal and / or adhesive means for reinforcing the pot. 22. The carbon of claim 21. sheet, characterized in that the three dimensional hyphenation is formed by a mid-range spacer group of the imperial beam and a three-dimensional spacer; mesh: three-dimensional and winged, 24. sheet according to claim 23, characterized in that the mesh comprises weft projections and / or chain wires, for example, in the form of C or S, sinusoidal, and the keresfczidl points. between the woven mesh is two consecutive projections ". Also found in a warp, 23. A sheet according to claim 21 or claim 22, characterized by soaking that the net taste is soothing, and is connected to the spacers.