HUE025973T2 - Method for producing a floor mortar wall in the floor - Google Patents

Abstract

The method involves drilling endless screws (20a-20c) to a hole with specific depth for loosening of soil. The endless screws are lifted up to an intermediate position in the borehole by supplying binder suspension. A lower mixing region is formed between a bottom hole and the intermediate position in the borehole, and in which loosened soil is mixed with the supplied binder suspension to form mortar. The loosened soil is fed above the lower mixing region from an upper borehole to be above the intermediate position when the mortar is transported to the soil surface. Independent claims are included for the following: (1) a mortar floor; and (2) a drilling equipment.

Description

f$SÉdd for producing s door mortar wall In te floor

Description

Th§ fevenite relates id a. iigfesd' :f& » soil mortar wall ip is sol with & drilling apparatus bsvteg at test two $p sugars is- pdrsif next Id each ptber, wtel* lbs # testm continuous IhgM äugst® are drilled inte te sol and ssii Mstemt ía loosened -tesfoy which is mised m the borehole «É& a binder suspension to tee soil mortar which, fsteteg removal of te afieasftws contteoss lghl aogsrs, listens to; fee soil meder wail ini te barehPis,

Ths invenfe ten*· rotate to ä dnsiteg apparatus for Implementing soon is method. M soil «ä tels ara also referred: ts as cutmf wails or geometer tela flat are used e,s. m axaavdUcn p rnâimim of hr te rebabilifsiten of: dams. A mates -of «h. can; ha lalan ted; D£ 4219 1:30 Cl te example in this Mm method ûm or savers; saps are

Mredoced ints a iMeres of te sail Foliswing feossolhg of te sal in this first area; a; .liquid binder is supplied, with a sol material binder «fare being produced by means of te augers in ibis first eras, Mernem, tee augers are »ered Mo s second area located at a deeper: level and: tea described meted slap is repeated Tfiess steps are carried out until te final depth ha* pen resonate Heop:,, te e sailimortar mitera is produced sfeg-hy-step tern tea fop..

Alternatively, te PE 41 IS 1|j§ 01 .a mïïM- is described, in which tea sugar Is initial? dried up te tea inai depth and ot% upon: subsepuapt wsfedf awet of the; auger Is tee lessened soit material mixed who tee ikpd binder to tee soil mortar. The binder is intreduced: in tee area of tea dri M via a centra; plow stem. Tims, in tels aftamafivs method: the soil mortar Is pmdused from bottom to rop during extraction of tee sugar.

For tea quality of tee soil mortar wall s consistency as homogeneous as possible over tea entire depth of the wall is of paramount Importance. A uniform consistency is essential for the feats tightness end stability of tee wail. Depending on tee composition of tee soil to be worked upon, especially in die case of strongly diverges} soil layers., if is often necessary tor tee purpose of ensuring suffer·} homogenization teat sfter the production of tea sol mortar In the trench the augers ana again lowered once or several Urnes into tho trench m order to obtain an espeoslly good homogenieahon through additional mixing Farfearjy during tease finishing «idifjonai strokes soli mortar frequently lests out onto tea surface. this signifies a less of materiel and feeds to contemmahon. Soil morts? teal has solidified on tea ground is laborious bote to remove and deposit

Furthermore, ffc PÊ 102 38 SAS S3 a method of sash type is described, te which adjacent wall segments are produced step-by-step and in an overlapping manner such that tee at least partially provided overlapping can bring about an additional homogenization.

Further meteoda and drilling apparatuses for producing walls in tee soli can be taken from £P 2 423 338 A1. £P 2 410 092 A2 and £P 0 633 4?ô A1.

Iliig mmáoB m based: on tea: g b J « s I; |o preside: & sud a Äg: ^aisius, «rite which a suif Wt ^ fees pfsâicM is the se! la g pedicgisriy eteefent rnsrine? and at a nigfi gealuy teve!.

Tbô immtirn: fc achieved «gr* having; 1* festif Φ tMW· 1 mû she; M** Pf Ä: 14: ;rsspeteÀ# Mfmê. embodiments of the indention are stated in She dependent eitetefe ^mêm. i ^ssä« immi m a first step tee te leste Ms commuons iaht augers tee Pried up te a Ä Peste «teilte breaking up and loosening tee soil, whefete the lessened soil maisugi substantiate remains In tee borehole. 1b e second step tee at least Me conlnueus Highi supers are raised up te; su intermediate posteon so tee oorehole whM binder suspension is being supplied: wherein Pefwoon a: borehole bottom: and m intermediate positron slower moeng sms is formed, in which tee loosened soil metaesl is mixed with Hie supplied hinder suspension: to she sod mortar, in s third step fee ,;s| leesl Mo confirmees flight augers ere lowered lute She Ipar mixing area and r· in teat in e feeste: step at iessf one continuous High! auger somig Ip convey self usatefiel írom tee: lewe? mixing ares In tee upward direction and: at least one oenlauous flight auger serving te convey loosened soil material from an: upper borehole sree above the Intermediate position into the lower mixing area are driven idr at least so: song until soil mortar tsicenveyeo ions the lower mixing: area np to tee eel surface, A tendgisentet idea of ihe Invention resides in the tact that after tea sinking of the continuous light augers, whlcn are also referred is as augers or anger tee preparation of tee seif mortar through tee supply of binder suspension initially takes place in a fewer piking area and only up to an intermediate position of tee borehole depth:. Thus, tee augers: are only withdrawn partially from tee dried testesff, wiesen a lower mixing; area is formed In tee trench through tee supply of tee binder in tee ares of tee drill bit. This lower miking area constitutes a reservoir of soil mortar that Is readily mixed or readily mixed to a targe extent and mw0 te aecardefiee wife fid: mmM m 4 feast §P auger w the upward direction fite tee upper french area:. Át sanse ifié, tecfeteUd ^ materiét Isaife oof yeftreadll telked is mivuyed via at legst one other conlnuous flight auger frora fee upper trench m& above the fetermabfeteposfebn Idtö the fewer mixing; area:, ;§y: preference,: the borshofe depth; meshed In the first mop is tee final depth regeired;for tes prbfeicloe of tee wall.

Due to tee reduced viscosity of the soil mortar in the lower mixing area as compared to tee soil matariai In tee upper soil area tee supptfed, loosened: söl material m M mixed easily mû irdensaiy to tee sol mortar, Thé: lower mling area can: be rggerded,: as It were, as a teáotdr area: ter grodueing the soil: moriar, in; this esoaecifen I is: of advantage that ddá to a transter of tee mixing pteceás into thé fewer Urea of fee trench a leakage of soli mortar and therefore a contamination of tee ground surface is prevented or at issei reduced ccwsiderably

The mixing and; conveyance of the soi morter re the upward; disgciisn; and fee dowewgife conveyance offne not: yet mixed ides&nec soil mstsriaià cominued fer so long unites entire feosened; sol material is mixed wife blader suspension end spread over tee entire french. Even when driirsg; through; differ soil layers a; highly hetesgeneous soil mortar mixture can thus be stteihed: over tee bofehdls depth. A^feer fcæjÂnèié advantage of te;tee?teg Asides irt 8ig Igát that ás; of is tedi fügte# step ig:«néü»j|p augers osé extend tor δ lonpr prtob; of time sy& the entire depth ëM- borehole, feareby allowing fee Jong contioboes ighfangers to exert their mixing tel conveying effect tere irelstteif tong period elide »rüg dëpè: si IS® üeá teÄ Bence, iis slows for a good mMt® sod feerefe bomogehlibg periermance within a lelâfeiÿ sdort p^iôd of time.

Basically, S: pfetafty st cößtiheeqs flight sagem can M mwgsä io fee rsaKt io each ëm, Ä fed suing fsseas of te fediyfdusi augers soleirfeg each elder, On adjustment of the sepr geometry provision can also be mads for a certain overlapping: of the cuffing areas. According to the invention it is particularly preferred that s drifting apparais with three ccetinuous flight angers arranged next to each other is used As a resuit, an easydo-mansge length of the drifted trench is achieved. The arrangement of tour; five or more continuous fight augers is feasible

According to the invention it is especially preferred feat in fee fourth step the two outer continuous light augers are driven to convey fee soli material into fee lower mixing area and fee centrai confnuous fight auger is driven to convey the soil mortar from fee lower mixing area in the upward direction. In this manner. a targeted vertical drcafation. can oe achieved over the borehole depth. Due to é more intense conveyance of fee ioeeened soil material in the downward direction as compared to the esnvepnce of fee soil mortar from: fee lower mixing ares m the upward direction: a particuierly good rnisrtg is achieved. Moreover, if fee soil mortar leaks out on fee upper borehole opening fee operator of fee doing apparatus can steady recopia; that fee soil mortar has spread camsletely or to a very targe depee In the borehole.

On Implementation of fee first step the borehole is produced by fee augers, to which process, however, fee loosened end brofesmup sol! la notconveyed from te fxrshois: or at least not to a siplsani degree, Depending: on the type: ef soil a: supply of fkpd cart be dispensed wife during the doing or fenlfeg of fee borehole:, 'fo reduce wear if isfet aÉranfegs in accordance wife fee fe vehlon feat tn fee first sfep during; idősebig #te soif fender suspension is: supplied fsr fee ippse of lubrication vis ai feast oneífioíiow stem of a continuous igffeispr, the supply οίίΙρίΟ loan be fetrodpoed ilo fee: idősebed soli material vis she continuous l-ght auger, a selection of several cshlnuous: figtf augers or at! cohlbabus: flight augers via the tip or via outlet openings arranged along the length of the augers. The addition of liquid., more particularly binder suspension, nsrtuces faction and abraslbnon fee drilling toots.

Another preferred smbddfeishi el fee method according to fee invention resides in fife feet that the Intermediate pesten is provided In a tower hsif of fee borehole. #y grfeefence, the lower «feg; area extends »!: fee lower gbarfer enn fee tower third of fee; borehoiei.: ecaiiy.: fee helght#fee mixing arad dopende on: the overall: dsgfe: of fee borehole end » 00 feepnspsrles as well as the grain; sice dfelribullon of feo ioosaned; soif material

According to the invention a good penatratlon of fee corirfeoes flight, augers, which have dring edges or doing teeth at their front tip:, Is achieved In feat in. the first step.: depending on a: fight direction: of the auger fights:, fee continuous ighf defers are driven sc as to be screwed Into the: sol. whersfe a reversal of fee direction of rotation takes place at specific time fetorvais, By being drived fefs a sowing dimdhdb: on ^ fortfe by feeane of fee continuées light augers is sddisnsly brought about, feue relieving the drilling apparatus Provided feat the angers; have the same flight direction fee continuous fight augers would feus be driven in fee same direction of rotation. In order lo prevent soil material; ibsiog conveyed io a large extent from the bofehole du nag such driving in the screwing direction, the direction of rotation is reversed: at specifc times:, id this menner. soil maiehai can sise fee conveyed partially back intő1 fee borehole. Moreover, ® reverse! of the direction of rotation for a short tinte also festers homogen izaîion of the sell mortar.

According to a hMm fesfeod variant pmw$. fe ifetSßtio« a good ftobfepgplbp is achieve# in feat in the second step a: rsisfenei: speed and, an axial; movementofiftc tentousus fight augsrs: are set depending; on: m: inflow1 ef binder suspension so-feat: in Isa: so« mixing: area loosened sol materiét and fender suspension are readily mfedd: to fee soil snorter. The rotational:: speeds of fee individual confluons flight angers can also be arranged dierentiy fe egei: ofeers For iesfeass: especigilf fee rotational speed of tie at legst ons continuous rilgnt anger serving: to convey the soil mortar in the upward directors: ogn lie: greater ersmaifer -«sÉÉ :rsspeof to the rotations! spaed of fie at feast esse oofinuceS: light auger provided 1er conveying feeseosi maferialftom above too the lower mixing area.

FurfeeruKte, fctr a goad homogsrsbmton of fee seif mortar it is advantageous IWw or after fee second step fee continuous light augers ate driven fe s rotating manner without axis: moverrent. Especially when the continuous flight augers are gxiaity idle and; when a soii material is present feat is at feast partialy aide to flow a good mixing can be attained

After she continuous fight augers have been raised to fee intermediate positon they are lowered again in fee fiord step. This towering can be earned out op toe tooseg psfetiod. Aoeotoing to fee Invention it is preferred feat in fee third step fee csrinaous flight augers are bwsied up to the botshefe boftsm, Hence, fee bdringees flight: sogers efíítetfdi:feoj^::fee:tehe%tófofe up tfe fee sosfaes. Spring: the subsequent conveying and mixing process fto eenffeueus fight: sogers can thus: Me effect ο» fee andre borehma depth. A fedhsr improvement in homogenisation is achieved in a preferred meaner in that in fee fourth step soil mortar conveyed upwards to fee soii surface is conveyed back towards fee lower mixing area. On fee surface a means, in particular a ditch, can be provided which temporarily receives ieaking soli mortar for re-conveyance.

According to fee invention it is preferred feat in fee borehole a vertical circulatory flow is generated. iBspendfeg: on fee oripai composition of fee self rnaferlal: and pte desired quality of fee soil mortar intended a cteeiaton frent fee lower mixing arse la fee upward directon and: hack again can de set for a ptedaiarmfeed period: :of time by way of the continuous iont augers. Depending; m fee direction of rotation of fee conveying angers m upward conveyance can be effected: Is fee. central ares or by tbs onto continuous flight augers. The required conveyance in fee opposite direction ssn then be effected by fee respective other ceotoeous light augers. The directions of rotation: of fee eonfeaus bights augers can also be reversed so .that fee circulatory ftsw in the tenets is else reversed whilst having a high mixing effect

According to a further embodiment variant of the method pursuant: la fee invention provision: is made In feat in the fourth step a supply of fender suspension Is stopped while fee continuous flight augers: continue lo be driven: in a bating manner for ferfeer honmgenlfedlen cl fee sei! mortar IIP: the borehole . As set out above, a gadiouieriy good mixing sheet is achieved feerebw

Basically. by way of the method according to the invention a: single wall segment can be produced In one pass. According to the inventon advantageous provision is made in that to form a: confinsstfe bdl feÄ wail several boreholes are produced next to each other, The individual Oiled transites can be produced successively one after fee ether dr in a so-ealed ifeiprschntt method with: pertain back-steps:.

Pmiktm Is sise: apás f ses! ra^ar fo t soll wimmln iis maÉsr wait Is forsi&d oï 3 abil mcsriar feat |®. mixed -of loosened soi matéria! and s binder papion. Äs scsi msrtar wall Is formed by fesiag produced; according to any one of the previously described methods. ín parilcfoer, the blade!' can have centem, cement slurry. bentonite,, water and/or ether suitable Mbsmœs whÄ: hsi-deni wth; is loosened, soil malsbaí tea solid wail mass.

Finally, the invention afffosOempriseS:4drildg: apparatus having at least two continuons f§i augers driven in a rotating manner for padaotf a sell mortar wst, wherein atJeMone; continuous flight fofp? te a bénirai: hollow stem Ä edpiyihi à fonder suspension m a felhőim fesrdfof m the Invention the dfoífng apparatus le ématmeé in Ihat a«ftW èr ätorafeify Implementing the previously described method is provided. 1st this connection. It fs an additional Vantage that the method set ont above is less dependent on the feno^sdp and experience of fte machine operator and can therefore fee implemented automatically.; By means of 3 ceperaly fenewo electronic control the directions; of mfoiiofo refotea; speeds and axial feed movements dan be Input; in: order to ífopfopmf. fos method steps described gsps, lermiplion of the method: dan Id® efeisd aafoifefoissly or fey the machine operator Immediately span: leakage of the soil mortar Item Ip borehole -m a certain Jater

Oh:.: in the following the Invention Is describees former by way or preferred embodiments illustrated schematicaily irs foe a<xompanying

Fig. 1: a side view of a dnlna strates for impiÄÄg; the method aræordfog to foe invention;: and

Figs. 2te6 schematic cross-sectional views of individual method steps of a rnefosi according to foe invention.

Adding appraise iffefer implementing the: method according: fo: foe Invenisn Is instated: in Fig. 1.. ;Qe a bemer implement 12: haying a: cfpwtsi-trapk running gear and on: upper osniap: supported thereon la a rotatahie manner a: mast 14 is arranged: via an adjustmg means. In: isa pressai cmfeodfofoni the: mast: M- is idoelgrted as a leader. On a frost side of the mast 143 dfllhg carriage: IB Is piped tn a displaceable manner along: the mast: 14. Ifoe dhlling carriage IS carries the drill drives IS 1er a totst: ;of three continuous &amp;ghr augers 2Ss, 20b and 20c. Furthermore, on the drilling cs-dage 1¾ a supply means: is provided for supplying binder suspension, m particular ligáid cement: and feenfoteie, to Ärcontinuoos: flight augers 20. By way of a pump, not shown, the binder suspension; is pumped: bom a Ipk on: foe ground fey means of abase sine in foe upward: blmelion to foe dring carriage 16. the continuous flight augers: 20 ;hbr«aS|i::hbvs:a1^gfo:mepg:ifeetw^ 10 m and 20 ro. they each comprise a central hollow etem: 21 ai the externa! side of which auger flights 24 are provided that sehsfohitaiiy extend along the entire length of the hollow foem. 22. Ihe auger ightS; :24 ere designed tor: foe conveyance of material: over the borehole depth, wherein: interruptions for mséig elements; or sonoeclng yokes 26 can be provided, in foe illustrated embodiment a fotel: of three cbonaeiing yokes 2¾ 26b:and 26b are arranged, in which:foe irÄ&amp;iiÄÄ 22wt9acfrsuppled ln a rofotahle meaner. lie mm&amp;wg yokes 26 connect and reinforce the; individual cenlnuolis Sight augers 26 In order to counteract undesired barring of foe continuous bight eugdis 2i) dunng drilng operations. For fois purpose, provision la alas made for an oval-shaped guide sleeve 30 vfoich eaeompsses: the continuous ftighf a^rs li end is fixed at foe fewer end of foe mast 14>

At foe lower end of the continuous flight augers 20 the drill bits 20 are provided. In addition to s centering bit and substantially radieüy sheeted cubing means for cuing: foe soil, outlet openings. not shown, for discharging the binder suspension from foe kelp? stem 22 m also aptdge# « é$l Nt 26. !^|pen the ihper iccnoeoijhg volte 2% and 1¾¾ dri hits ,t| the a?« g^gned as feed flights g§, tee tgim piled of which Is larger 'teán tes f ghf pitch of the ag* i#is 24 ideated; m®é> A ^#s directios m lÄsnd continuous §ght: auger Ä is His: light iÄ»Ä Other two continuous Igbt sogers 20b sad 20c.

In is tefewlhg the operáim sî Éè daliig; apparatus Hi and thus tee ;terismehfsttea hi 1¾ method sscording: te ite invention e?e iiiatemteb and explained in a highly schematic manner'm conjunction Λ'^ρ t to 5, to % 2 the throe ocntlhfMs light sogers 20 which all show ids asms light dlrestidn is the present embodiment are driven te a rising manner end introduced into is sol 50 In One with: the direction; #arrow PI, its shown te Fig, 3. ;te this process a borehole 52 havingi an appmÄfeiy osai shape in hbriaonia! dress section Is ptoddeed 0·· to a borehole bottom 54 In the soil 50. |t doing so; soil material 53¾ loosened arte crushed by the bontinuces flight augers 20. 1¾¾ soil material S3 sohs^ntswiy remains in is Poreheia 52 produced. This can ;he aceompitehedfey a temporary irevarssi M the direction of rotaticr? of is continuous light anders; 20. Doting the producte m the? borehole 52 m or only a smell amount őf liquid. In particular binder suspension, la supplied.

After mashing the desired depth of tea borehole: §2 the: corrtensus igbf augers ;28 are raised vertically again in: Ice with the direction of arrow ;P2, while binder susppeion 56 is being supplied through fte ttelqw sterna 22. of the continuous; ||lt: angers; 20 In line wir ti;earrow:;direciien according to Fig. 4.

As; s result É this supply of binder Suspension 55 Into the lower area of tea «tinuous flight augers; m a lower mÂf; erss 55 is formed in the borehole S2, is which soil material 53 and supplied binder suspension 55 am mixed te the predominantly ready-made soil mortar 57. The continuous flight augers 20 ere raised up to an intermediate posteon 58 inside the borehole 52. The intermediate position 58 relates to a lower end of the continuous flight augers 20.

After reaching the predetarmteed intermediate position 58 the continuous flight augers 20 are lowered again this tea lower mixing area 55; In line with mw® PS In Ψψ §, In; the; illustrated embodiment the central continuous %ht; auger 2Sb Is teen driven In; a rotating; manner such; that the said continuous flight; auger 25b souvsys soli mortar 57 from the lower mixing area 55 In the upward; direction |n; lies with; arrow P4. At; the same time theiwo outer ooninusua igfef augers; 20a, 20o am driven In a relating manner such: that; they copay loosened: soil material S3 from an upper borehole area; S3 #ove tho Intemtediat® postnon 58 In teadswsward direction to The lower mixing area 58 In line; with arrows PS; In the fewer mixing; pea; p ready-made soil mortar 57 iS produced of tee supF^P sell material 53; through s mrther supply n? liquid binder suapenslsm All In elf. the generated mate» flow In line with arrows R4 and M leads to a drculaSon of mafedaf between tee tower mixing; area §8 and tee upper borehole; area §8; This circulation of materia! In the borehole 52 is maintains!; for at least so long urtef soil mortar 57 has reached a soil surface; §1 and tes astis® borehole 52 la lied with tea ready mixed soil mortar 57, ss iastratod m Fig. i. On completion of the soil stertar te tea entire borehole 5210 oentmuous ffsp! augers ean ;be extracted agate: from the; borehole 52, The sell mortar 57 in; tee borehole 52 can then harden to the soil monter wall 55.

Claims (3)

Epres taMhaoarcs tree lived in the landscape in the landscape iSzsfcadiairril points 1 Procedure for the staling of taiafeharcs fai (60) in tata (50), with its yachting (10). having at least two screws (20} at least parallel to each other) of which the snail (20) having at least k # t may be deposited in the ground, and wherein the groove (53) of the vessel may be terminated, srasiy in the slotted hole (52) as a suspension of adhesive (55) ) ilaihabares Today (5?) can be mixed, which is the removal of the at least two endless snails (2ö) in the drilled hole (52) into the tatajhabsms wall (00) kikonfenysdlk, with the milking of at least two endless snails (20) in a first step breaking the ground (50) and loosening it to the depth of an irresistible Ivy, where the embrace (50) of the embrace is essentially: the mummy in the hole, · 'in the second judgment .¾: raga5zfea' yag during the introduction of the suspense (SS) endless snail in a pierced hole (52 piggy-headed poses: (S8) feiemelOk, and an iris iyuk juice (SI) and khötso posídé p) blend (S3), in which, m. # | i Mafenyag: (55 ) the guided ragps ztoanysg (55) are mixed together to the headbelt: * to harrnacsk i: é | ïêsb &amp; iÎ s ss: the water-jet to the bottom (20). and ~ that their gangs: step fegsjéhb egÿ pgiefencs ^ bt ptfe] talapyagnsk (55} to the lower half of the house * and at least: sgy infinite snail; 23a, 20o) the dissolved sapon (53) of the intermediate nest (55) ) (from the top of the top hole hole | IS | to the mixing range: to be transported to the next one), the taiajhalarcs (55} to the same light weight (51) and tsisiiiiabe cere p 2. ll <Accessory demand access, with force talimezva, a mountaineer of a mountain (M with three snails arranged beside each other with a snail (SSiialee.). # 2: Claims senri just, with the help of that, in the fourth step, the ends of the two bindings are pto, 2 & y | | } aisé keysitartoiáhyo (55) .and no middle infinite snail (23b) for thai ^ iaayag (p) m aisé ikéverltádsmsnybél | Yes one of the y points: hay breeze :, siI Jaiemssa &amp; j., in the first step, when solving the soil: (S3), lubricating the grafting (SS) vbzée of a guttering blade through a gusset: osigs to at least a core internal vessel (22). I. One of Claims 1.4: Series! damp, soak in the position (SS) of the dropped lyafc (S3) in the sedge relay. he said that he was able to make the endless snails (2o). the soil (P Mlèné Ix screwing) is operated from the knot of oslpmeostek (24), and for a given period of time it is used for spinning. 7, one of the claims of claims 1-b, is characterized by the fact that $ 2 is the incision of the endless rain (23) and the movement of Mips is a slip of the ragout material (53}, the respective inferior orthopedic nip, the bed being the lower pharynx (56) oipl. 53) and a compound of the azaleasase (SS) for mixing with a mixing agent. 8 :. % l'f. ; ig ^ ypöntt®gyfes2erfett efarès, aggai Jaiismasya, '$$ &amp; &Amp; masodEgypy etiology. or finite: snails; p) | rotating without a downward slope rpkedtopk. &Amp; S, igèhpsnM is a spy; liâtes, azsál pis ^ âswa, that the cup # step: the end of the snails | The lipstick is at the top (5 ′), 10. A2 t-δ. one of the pseudonyms, Sri Sriyi, with the idea that the fourth step, the transplant of the tattoo paraphernalia of the iaiafeiutet (51) | go to the lower kevsídartosley pepper spp. splipío 1 f, honey 1.-1G. one of them is a sprM blade, which is Jelknnexve, that s: #i fyiMm (52; poem;; circulation circulating. 1: 2, M Mt «ipeypeteok sgebrte ei, pternazter, that: &amp;^;pslibsvegeite; Mslai? gigas pS); the teiajhsbercs is a lions (52) l'highboy (s), l'highboy (s) 13. Referring to Figs. A method according to any one of claims 1 to 5, wherein a plurality of holes (52) are set to interleave each other. -f, 4 "for the preloading of the latching device or the shoe (60), with at least two rotatably operated endless screws (2D): the most infinite snail (20) comprises a central inner tube (22) for the borehole (52) of the adhesive distillation (SS). anxiously, it is a matter of automatic execution of one of the claims of claims 2 to 13;