DE1749824U - JOINT SEAL FOR PRESSURE PIPES MADE OF REINFORCED CONCRETE OR SIMILAR MATERIALS INSTALLED IN THE DRIVING PROCESS. - Google Patents

JOINT SEAL FOR PRESSURE PIPES MADE OF REINFORCED CONCRETE OR SIMILAR MATERIALS INSTALLED IN THE DRIVING PROCESS.

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Publication number
DE1749824U
DE1749824U DE1957Z0004755 DEZ0004755U DE1749824U DE 1749824 U DE1749824 U DE 1749824U DE 1957Z0004755 DE1957Z0004755 DE 1957Z0004755 DE Z0004755 U DEZ0004755 U DE Z0004755U DE 1749824 U DE1749824 U DE 1749824U
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Germany
Prior art keywords
reinforced concrete
similar materials
driving process
joint seal
pressure pipes
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Expired
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DE1957Z0004755
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German (de)
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Ed Zueblin AG
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Ed Zueblin AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by Ed Zueblin AG filed Critical Ed Zueblin AG
Priority to DE1957Z0004755 priority Critical patent/DE1749824U/en
Publication of DE1749824U publication Critical patent/DE1749824U/en
Expired legal-status Critical Current

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t toa-Lichtun " Tytrievef&hrs eiageba Dreyohre aus tshibeton oder Shnliehen erketöffn Als Schntsrohre fr'Jnss. erloitnnen öd ueh ft eben falls dyuöklo snalloitungen ereen nter Bmcn < unter.. tra-Bi oder in Leit=, uffio- vylHn mittue ffenp Bßrnb<s nieht su. läst öder ide- Dabei a : nd die rtohre. n. Con : Ln insbesondere Sta&lbstonshleudFrohrc im hyysliscaen Tör tricbverfahre eiaebat. Babei adne die Rohreses is Durchmesser ets &bgesQtst die BreRnfsgG is öueh einen hier&uelegten Stahlrin erdt cr sus ? Fr de Ilchre dientu, % veil diei) c-- wie-bei Va- sacno-eheisg'b wyen koacn so a. ss nliehu. t keitiö Auickn und dasit ne BäiniräcMieR nach Lage ud He TorkONson Rnen. ur Afho un itcritg 00 dazu nz321101lut iteine u-nd der devi weieo ei&o rukvotelose wshcIage eseles* eae druokvortellonde Sishcnlage Irnn &s. ch Fertsicilun der Leiin c Qt verbleiben öder io ir häufig, jedenfalls soit oio us incm nicht imprägnierten HciRring besieht, herose stet$ wobei die hreden bcfall ufDtem crdes UN <äcn Hohrstose nach gelegen'von Rabats von imien s-od Irtel su vrsshiieeea. er oben f-rhnte tlr st also nur ie Aufgabe eiRr FhTuns'obei slbatvotnlich eilio höheren Wasserdrücke sit dieser rt Fuenuubila die Es sind nder&rseit Dichtue &n üthlbctonrohrcn fr in diü ; uo er Ize : Lre beiderseitigen ndoider rcrn-e rcift woBoi SöX't n&en ki ringen a. uasciM. et sid. Beim tnfahfn der JtslrinQ-bc dic Gusiringc prssen sic'h-dico i ie Iten ci, ebei di03 Ùuulringc prcsen sich dioo i éio ut0n ci, obçi Brücken standzuhalten. Der talrin hat hier lcdilih eMe ufabe <a. on Gumirin einzupressen tmd eine Art 'brciebe-*- suf u bilden während er Ixeine Aufss-os sur P3hrß) dl-a beis. VortyicbsTeyfayen notwendig isi <sf. t. Gegenstand des nutrs &0t eine &ee Kombination dieser beiden bekannten SieMunge'-nd FUhyuasvQFshtRen, durd), welche die Blichit ebon iat< Sru. cSroloitsen aus welche die UBglich0it 0ßbcn iat, Drckrohloitt ! naen ßUS bcldeldsss ni &' ! Afmben eron snQc un tsoa c-ii oder -rzn Besser e bests. sea 3 ? mci's. *moi3tsüMo& Rh o &r mehrere rir-2S. St voreseen aina ee elsien Dis&tms eielst sM. ic r<sh lib r FhM a. n den StoBeHen bei'.'. Vortrieb iescnd Mtsl riKM diehtnd. Mpisss Fdan . scea-äic Imfecn c shro i Liefet jscaässi dn voortic Rn sas öinos drchverteilämden ittel beiielsciso t . iiu'1 etrienen obestsasent der rtümai eiBolsi* Mcy 3 i. ehyi. erhalt vorteilhaft ein ch meines G ! ? ca Ufmo otwaa TCFjitea . orijL&t :. tit JeocmTtH' cn au öen ecMoendi on s'Rre sit'J chht veriüden rens Bei on'u der tössi&m' ! sieh -a er io su S.. ea des Vortriebes oy Sohrlitßon Iclli se iSa cisöheMe <jehä<st<s a. uo.. N3. Hicn die Do eta besscsn aidp ae ie ie VötrcbRfte s ? hrQiuhn '\t ( ! ! : \'. : túaon 1. 1' ; Jx' : 1, Ül'1. ö Vertrieb der Litrn brtaen ics n&atie iösö nM la-ubt @ s0t &t, s. su vrlee die cin Inneäaß s des-aeflln böa'm löih it es "'",., rH : : Mt ah eine t Hilöl'mt DF-' « ev4ak tSVt wrdn. diesem Arbeit ist naiieL ns sa KtlieM ori Lflue t hiaieh e nh d s*'<ä : i. l o h <5s bai ae A wn Sihtag mitle Rtreö sm obee wcn kmts o ms ? r. b.'e v <m Boe bmbt MnMn y c, 3'.. V'SY's or 32'cibnn *. : d '& rsicitcn ? <Aax'. der Vortsft ns% raeht : M m. M8slt eacs s uf i<3 Sichtung'n nussan r ausübt, a. diesen KUe dn ic T-iehtun <U3. h eix-n Asscndxck emrct un e bezieht i . e . ehti. m s. i es ste oi'm sfh das io'ter Drs teä'äs''&hise"&r& sse -ety tdit'en tosj'an n nc c'c. nrisi* f".. f ;.,, ? 5. e eicr Rets&i' tl- iiscr I' rtem Fit, l ssi oiaen &ua nchr ren ace otn . tm% b3sit$. Fg S n 'iStra s. --'Qo dye m St@t<<t . \"'inr\.''1'",/" :'1'7"t>r."',... >'w.."",.........'jl<& im a Q . eist tmd e'n 2 ? - fais. m e n lahe ellho ios- satetn 1tunbGhnittt Über die Stoßstelle ist ein Stahlblechring 5 gezogen, durch welchen die Dichtringe dichtend in die Nuten der Rohrenden gepreßt werden. Der Stahlblechring kann aus rostfreiem Stahl bestehen oder durch einen Kunstharz. bzw. einen anderen rostverhütenden Überzug gegen Korrosion geschützt sein. Der noch verbleibende Raum zwischen dem Stahlblechring und den an den Rohrenden angebrachten Vertiefungen wird mit Teer oder Bitumenspachtelmasse 6 geschlossen, derart, daß er mit seinem äußeren Umfang bündig mit dem normalen Außendurchmesser der Rohre liegt. t toa-Lichtun "Tytrievef & hrs eiageba Swivel tubes made of tshibeton or shnliehen As cut-off pipes for jnss. erloitnnen öd ueh ft just if dyuöklo snalloitungen eren nter Bmcn < under .. tra-Bi or in Leit =, uffio- vylHn mittue ffenp Bßrnb <s nieht su. Here a: nd the red tube. n. Con: Ln especially Sta & lbstonshleudFrohrc in the hyysliscaen Tör tricb process eiaebat. Babe adne die Rohreses is Diameter ets & bgesQtst the BreRnfsgG is also one here & uelegten Stahlrin grounded cr sus? Fr de Ilcher servesu,% veil diei) c-- as-in Va- sacno-eheisg'b wyen koacn so a. ss nliehu. t keitiö Auickn and dasit ne BäiniräcMieR according to location ad He TorkONson Rnen. ur Afho un itcritg 00 plus nz321101lut iteine and the devi weieo egg & o rukvotelose wshcIage eseles * eae druokvortellonde Sishcnlage Irnn & s. ch Fertsicilun der Leiin c Qt remain öder io ir often, at least soit oio us incm not impregnated HciRring, herose stead $ whereby the dossiers fall on the crdes UN <äcn Hohrstose nach Situated'von Rabats from imien s-od Irtel su vrsshiieeea. he above f-rhnte tlr st So only the task of the management is necessary This rt Fuenuubila sits eilio higher water pressures the There are different seals & n üthlbctonrohrcn for in diü; uo he Ize: Lre mutual ndoider rcrn-e rcift woBoi SöX't n & en ki wrestle a. uasciM. et sid. When approaching the JtslrinQ-bc dic Gusiringc prssen sic'h-dico i ie Iten ci, ebei di03 Ùuulringc dioo i éio ut0n ci, obçi To withstand bridges. The talrin has lcdilih eMe here ufabe <a. on gumirin to press in tmd a kind of 'brciebe - * - suf u form a scrutiny on P3hrß) dl-a beis. VortyicbsTeyfayen necessary isi <sf. t. Subject of the nutrs & 0t a & ee combination of these two known SieMunge'-nd FUhyuasvQFshtRen, durd), which the Blichit ebon iat <Sru. cSroloitsen off which the UBglich 0ßbcn iat, Drckrohloitt! naen ßUS bcldeldsss ni &'! Afmben eron snQc un tsoa c-ii or -rzn Better e bests. sea 3? mci's. * moi3tsüMo & Rh o & r several rir-2S. St voreseen aina ee elsien Dis & tms eielst sM. ic r <sh lib r FhM a. n the bumps at '.'. Propulsion iescnd Mtsl riKM diehtnd. Mpisss Fdan. scea-aic Imfecn c shro i Liefet jscaässi dn voortic Rn sas öinos drchverteilämden ittel beiielsciso t. iiu'1 etrienen obestsasent of the rtümai eiBolsi * Mcy 3 i. ehyi. get a ch of my G! ? approx Ufmo otwaa TCFjitea. orijL & t:. tit JeocmTtH ' cn au öen ecMoendi on s'Rre sit'J chht veriüden rens At on'u der tössi & m '! see -a he ok see p. ea des Vortriebes oy Sohrlitßon Iclli se iSa cisöheMe <jehä <st <s a. uo .. N3. Hicn the Do eta better aidp ae ie the vötrcrfte s? hrQiuhn '\ t (!!: \'.: túaon 1. 1 ';Jx': 1, Ül'1. ö Distribution of Litrn brtaen ics n & atie iösö nM la-ubt @ s0t & t, see su vrlee die cin Inneäaß s des-aeflln böa'm löih it "'",., rH:: Mt ah a t Hilöl'mt DF- ' «Ev4ak tSVt wrdn. this work is lain ns sa KtlieM ori Lflue t hiaieh e nh ds * '<ä: i. loh <5s bai ae A wn Sihtag mitle Rtreö sm obee wcn kmts o ms? rb'ev <m Boe bmbt MnMn yc, 3 '.. V'SY's or 32'cibnn *. : d '& rsicitcn? <Aax '. the vortsft ns% raeht: M m. M8slt eacs s uf i <3 sightings nussan r exercises, a. this KUe dn ic t-hehtun <U3. h eix-n Asscndxck emrct un e refers i. e. ehti. m s. i es ste oi'm sfh das io'ter Drs teä'äs ''& hise "& r & sse -ety tdit'en tosj'an n nc c'c. nrisi * f ".. f;. ,,? 5. e eicr rets & i 'tl- iiscr I 'rtem Fit, l ssi oiaen & ua nchr ren ace otn. tm% b3sit $. Fg S n 'iStra s .--' Qo dye m St @ t << t . \ "'inr \.''1'", / ": '1'7"t> r. "', ...>'w.."",.........' jl <& in a Q. eist tmd e'n 2? - fais. men lahe ellho ios- satetn 1tunbGhnittt A sheet steel ring 5 is drawn over the joint, through which the sealing rings are pressed in a sealing manner into the grooves in the pipe ends. The sheet steel ring can be made of stainless steel or a synthetic resin. or another rust-preventing coating must be protected against corrosion. The remaining space between the sheet steel ring and the recesses made at the pipe ends is closed with tar or bitumen filler compound 6 so that its outer circumference is flush with the normal outer diameter of the pipes.

Zwischen die Endflächen der beiden Rohre ist ein vorgefertiger Ring 7 eingelegt, der aus bitumengestrichenem Asbestzement oder aus Hartgummi oder dgl. bestehen kann.There is a prefabricated ring between the end faces of the two tubes 7 inserted, which is made of bitumen-coated asbestos cement or hard rubber or the like. can exist.

Der Zwischenring ist im äußeren Teil 8 des Querschnittes nach außen keilförmig etwa auf die Tiefe der Dichtungsnuten verjüngt, damit in den anschliessenden Teilen des Rohrdurchmessers keine Scherbeanspruchungen auftreten können.The intermediate ring is in the outer part 8 of the cross section to the outside tapered wedge-shaped approximately to the depth of the sealing grooves, thus in the subsequent Parts of the pipe diameter no shear stresses can occur.

Claims (1)

Scht&ere l.) StossDichtüR fr Tötrieböhro eu tlön uM dl. fr Inen-u& Asendr dadurch eeaReiänot ~ (1'. 0-"""-- aboaistn Snen (2) der . oe (l) eia. e oö hroy Snfoda Iton wrgaeho i di durch sgleeh s pßs a den stoetaen aese tayisga 5 aaspyesß MßyeB. 8) StösDichtn RRe Anspre 1 düreä oenn seicimet ae swichen den Sadflchsn er Rehre ein age den fertiger Rin 7 ans ein drseeroilcaSn i-Sel, böi<- feetieter Ring 7 ave oinem be : L- gtti&mi gelest ist 5<) Stos-ichts saeh Asreh dasrh eoK \ ; ;). W1 ! !"&'" ç,,""l, it"'. !."j\1 : J"'. 1'>11 1} 3 is uoßchnitt e'&wa vrnt ist$ dcrst< dss is. <e Soherbösprehungön auf den anelilioauenon Beton auf doll vieider".
Scht & ere l.) StossDichtüR for Tötrieböhro eu tlön uM dl. for Inen-u & Asendr, this is a real problem ~ (1 '. 0 - """- aboaistn Snen (2) der. oe (l) eia. e oö hroy Snfoda Iton wrgaeho i di by sgleeh s pßs a den stoetaen aese tayisga 5 aaspyesß MßyeB. 8) StösDichtn RRe Anspre 1 düreä oenn seicimet ae swichen the Sadflchsn he Rehre an age the finished Rin 7 ans a drseeroilcaSn i-Sel, böi <- feetieter ring 7 ave oinem be: L- gtti & mi is read 5 <) Nothing saw Asreh dasrh eoK \; ;). W1! ! "&'" ç ,, "" l, it "'.!." j \ 1: J "'. 1'> 11 1} 3 is cut e '& wa vrnt is $ dcrst <dss is. <e Soherbösprehungön on the anelilioauenon concrete on doll vieider ".
DE1957Z0004755 1957-05-18 1957-05-18 JOINT SEAL FOR PRESSURE PIPES MADE OF REINFORCED CONCRETE OR SIMILAR MATERIALS INSTALLED IN THE DRIVING PROCESS. Expired DE1749824U (en)

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Application Number Priority Date Filing Date Title
DE1957Z0004755 DE1749824U (en) 1957-05-18 1957-05-18 JOINT SEAL FOR PRESSURE PIPES MADE OF REINFORCED CONCRETE OR SIMILAR MATERIALS INSTALLED IN THE DRIVING PROCESS.

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DE1957Z0004755 DE1749824U (en) 1957-05-18 1957-05-18 JOINT SEAL FOR PRESSURE PIPES MADE OF REINFORCED CONCRETE OR SIMILAR MATERIALS INSTALLED IN THE DRIVING PROCESS.

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DE1749824U true DE1749824U (en) 1957-08-01

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3311848A1 (en) * 1983-03-31 1984-10-04 Schneider Gmbh & Co, 5020 Frechen Pipe connection

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3311848A1 (en) * 1983-03-31 1984-10-04 Schneider Gmbh & Co, 5020 Frechen Pipe connection

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