DEP0030144DA - Barrier wall for reservoirs. - Google Patents

Description

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Completed, this barrier wall itself would be steady on poor soil, especially since the very high flexibility of the tension arches, which are prestressed and reinforced in all directions, can adapt to any deformations of the underlay. You can © incidentally, this compliance nor by increasing ₈ that one of the reinforcements of the sheets of steel used great extensibility.

After all, the construction of a barrier according to the last-mentioned principle would be a® considerable® Increase in the amount of material required as a result of the large expansion of the bottom flea, the extension the closure wall, its slope against the vertical and the size of the connecting organs.

Besides, you will need to determine experiences bei® construction of dams on the basis that the thickness of bad, generally alluvial soil is not so grosr, and that on the contrary, most of the rocks underneath are accessible to accommodate abutments "

As shown in Figures 81 and, one braces the lower valley-side boundary edge or nose of the barrier wall, which is formed by the connecting links between the base plate and the end wall, against a foundation, which in turn rests on the solid ground and that is suitable for recording downward-looking heritage. These forces are made up of the weight of building _B, the water pressure exerted on the floor slab and the asf

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Claims (1)

claims süut production of bi ^ rriwu thereby £ ekenns & ichnet _v da «λ - *! <? weight of the?; & sH @ rs of the Staabeckene eat ^ giveni & llß by a Craft _t the ^ gen flen soil «aie« M # Flöcbsa wlrfct _t fierem ünterseltea ¹ ^ nj _e rtatlscJi are kept free with the hoi "* acetale & tälwärts g @ richt®t ^ / £ c» p <ia @ nt # dee hydrostat ie efeea against öia / end wall of the dam © su » _f among other things a r © m £ Lti @ ren6 _"t smf fite B & nwerk force acting au Sustainer tesa _t di © β © | p§riohtet and stored iet _t they daan ^ .ae Etabillt8t dep buildings, considering the Hei" bungBk® # ffiBi @ nt @ n lake bottom _ff on the building deia erected TdLr ^ gtwifer- sf Ie Fparrmauer a thereby cored Eel chnet ₉ ia? ^ them * dad
(Voro'et tag ^
© inerseit® eax® Kltteln / berteht, <5ie detm treifen flrn terrain ¹ ^ _f on dea the elg®rtliche Spemasuer he "builds \ SLRD from any W © ^ eerErfuhr Be Exempt en _t flowing back pressure to <? ie TTater ^ laugh fier Sperrmauer susüten künnt @ _# never snderpjs part eup @ ev actually on the strip © aligns "blocking" suer _t which consists of * several i fr · κιβ & ^ β »ώ β ψ tst _$ v & n β · Β · * riefe ^Ä ie 'lie type fB © ## npl £ tt« 2 ) enf Hem F- @ i «? B and hy € roPt £ ticeheB Drtjcfcea oüer Gfewichtslrrr'tefL tt irt _t ^ ie itn ^ e ^ ®f3tliciMa Vvrtllral φΛντ im '■ ι · t, i rechtsis ^ inkel eraa · rber-Tlr-rh · άββ ?? «1Βηβββ" J ₁ , "yi, ,, is' Fcäle "self • ", ι. , -ty. ' '* ■ V .. ^ ^! gripped under the outer plate M®feeif; # §i <« Is quite the ground zoom out old * fer · Platt connected WSmä® In Äbteilunsren divided £ et _t whereby this "WSende ge ^ ebaaeafalle W ***** Bef # et £" ä PM gunjfauf dee Boden heres. <j®BO§en Claim f> ^ d & ^ ureh gefcemaseiehKetg ialj file Height of the SLoicenweterdrurkee msier der Platt® a «Value we kept% $ &<», «» f. ± @ ΡΙοΙββχύιββ-towers no © efjehwinäigk ^ it reach € m _t ^ i © * ie pasta Sp # rreeii®r nadti the Asian speaker. 5 and S _t ia * 9iaroli ^ © kennseiehnet _f de * · 4 ^ @ - fi ^^ * »^ der lydrsaliaofeg ^ Brucfc ^ f Ib j @ fl © r ataroh the winds formed department flurch Entwag ^ m - ^ - temmfntemm regulated w ± r € _e file ¹ ^ n oberlmlb Λφτ talneltiffen Trennwünfl ^^ p _y Abtei lung © ngeorftieten Entnüeeercmo ^ HiiCit «^" eawtfmhma. Huf der "frei Reit® <ü @ r Afceehlufj ^ 'ane of in el Tier flTüh © saffsrfinfl cn _f ate u »p © gröre ^ r iet _t further Äie corresponding compartment tirg τοη fler borrowed blocking grid l | i _# Bpmrmmxer according to claims 2 _v da £ arch # © r tmsitteibar vmtpr öer Bperrmeifr vollEomcien dev ^ nücrt i »t · see Anspreeli S ₉ Äaitsreh the bosses bowed; and with T ¹ «!! BBfwSrte ^ eriefetftt is » Beat «11ea - 54 - fgpermmaer according to claim 2 _f & ®ftwetih ims »ile base plate πηά / οά & τ die Abschlwitwane« as lying next to each other « _; on tmö sas vorTOppsnnt® »prayers , Ärren BÄlrag jpg »ias WB» e «r corrected 1st® 11? · Sperrmener to Ätifprueh 10, & mSwt @ h flesp flie Bugen ma®
fertl ^ -en Elea ^ ten (2β _# 30) They calibrate a place un <5 ftell® h ^ r ^ t ^ tellt · M.ets @ aech claim 11 _# ei © connection Bviecben öer base plate öer Abpchlu «5wenä through on 7ng toermfnxekt · 12). according to claim 11 ® Saöareh Si® connecting organs as in the rerht rur Sperrnauerkron® lle ^ a ^ ® t rinfi ¹ J ^ nater Speswmg enthei t ^ n. eh - \ nrlaim 2 _e fieinrch r 1® Bofl * 5nvl »tte -inδ iie AbechlusswEad terete clnr: rf ^ ekrilBjr.te * I" tag. I.s.eliiSi. «£? R iSfe ^ rgelaeik n «^ ureh eir.Pit '" eil • 35 - Bmmmvmr aa @ 3a claim 10 _@ dedureh the arches different Eaflien mtfwmlBtm fli © tension of the Bugm proportional era $ mm ± l & mn (Figure 13). Barrage iiaeh Annprueh 2 _# the BoÄenplett © and ^ e ^ bmnmnfmlim esi © fc Al © rait © is®rv © rsug8w AnfBotalittung ^ »rrehen sln3 _a IIP · S | «Tra @ ii®r imeh addressed 2 _t tee® ii © Barrage with barriers © n®rt ^, l @ i n & uh klmmmiMöhem design united let μώΛ hi®r%> ®i © iex Bruckkrfffte attfnieafy dl® mar StabilItIt mmeh ämr ^ L ^ mt ^ imdhen Teuart produced 14 further below 15) Claim 2 _Ψ & §, @ Bildtonplatte g © g # a $ Φη Β®θ © Β! User Xteslw ttb @ tütst _@ um elastic © CÄbliatsag Ii wa 19). · MpmrrmmmT mmdh claim 2 _# Si® Bod # apl © tt € and you on te · fixed iae g®ei5n # t irt _f ^ i # tslirErts Barrier wall according to claim 1% defluröt »flaer the embedding a®r the connection Λ®γ Bode» · plate unfl öcr Abaehluaiwend älmen & tn ^ ς © η the TunSeajsnt tfter @In ®el @ nk he preferential veis® from an old Ämlaninges des stressed crcäoefeeM € ®r im Vunäem ^ nt b @ nteht _@ in S @ r tor plastisch v®rfori8®n can (AbMIdiinf Ä) _f Sl WS & 22) ® 21? · Bperfemwr naoh claim 1% a «^? dl © AläetütEung the der V @ rbinäiing ämr floor plate usid the Ab »clilus» wall n ^ & aent Über @ r Drackfeirp ^ r «rf # lft« Hoii2kSrp®ra b @ nt @ K0n _g In 21) gp © rrm © u © r uach claim 19 _e ÜBQO tea Mlaß - ^ n HooSrwassurflvten takes place ρ you in the connection <3 @ y adt a®r Äbsehlusswäad dl®n®ü g where άΙ © 5? What © © rai®ng «si Äer an all fir ·! · and with a curly Vitepe atjp elH ^ StQeI; Plate aa @ ^ ®blld®t @ s Ä% le @ f% ®tt imiwfef · w «rd®a _e whose Ean ^ amoli below g * ®s> m let and wfifiehen ® <»In®r gant® vsna dee f arten" vrfiTi aiimi ftral lK®pt _e dey tiefmr ist ti ρ ^ iA Ä «fce Schw @ a ^> ® ^ enß _f auf <5 @ β Λίβ S ^ rreais ^ r erected lat« k ** i nf Uy Φ