Projektil = roluj=C3=ADc=C3=AD ke startu | 08/09 | =C4=8Dasopis Stavebnictv=C3=AD

From: Subject: =?windows-1250?Q?Projektil_roluj=EDc=ED_ke_startu_|_08/09_|_=E8asopis_Sta?= =?windows-1250?Q?vebnictv=ED_|_Expodata_Brno?= Date: Sat, 22 Aug 2009 22:01:54 +0200 MIME-Version: 1.0 Content-Type: multipart/related; type="text/html"; boundary="----=_NextPart_000_0000_01CA2374.29538B80" X-MimeOLE: Produced By Microsoft MimeOLE V6.00.2900.5579 This is a multi-part message in MIME format. ------=_NextPart_000_0000_01CA2374.29538B80 Content-Type: text/html; charset="utf-8" Content-Transfer-Encoding: quoted-printable Content-Location: http://www.casopisstavebnictvi.cz/projektil-rolujici-ke-startu_N2555 =EF=BB=BF Projektil = roluj=C3=ADc=C3=AD ke startu | 08/09 | =C4=8Dasopis Stavebnictv=C3=AD | = Expodata Brno

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Realizace staveb

Anal=C3=BDzy, trendy

Vzd=C4=9Bl=C3=A1v=C3=A1n=C3=AD, literatura

Rozhovory, diskuze

Pr=C3=A1vo, ekonomika

Statistika

Informa=C4=8Dn=C3=AD = servis

Sout=C4=9B=C5=BEe

Odborn=C3=A9 akce

Kalend=C3=A1=C5=99 = akc=C3=AD

Stavebn=C3=AD = v=C3=BDrobek-technologie=20 roku

Virtu=C3=A1= ln=C3=AD=20 prohl=C3=ADdky

Zam=C4=9Bstn=C3=A1n= =C3=AD

Realizace=20 staveb 3Darrows=20

Stavba=20 roku 3Darrows=20

Projektil = roluj=C3=ADc=C3=AD ke=20 startu

foto: Tom=C3=A1=C5=A1 Mal=C3=BD

text: Ing. arch. Petr Parolek, Ph.D.

=C4=8D=C3=ADslo: 08/09

Projektil roluj=C3=ADc=C3=AD ke startu

=C2=B7 Nov=C3=A1 odbavovac=C3=AD hala = karlovarsk=C3=A9ho leti=C5=A1t=C4=9B

Futuristick=C3=A1 architektura nov=C3=A9 = odbavovac=C3=AD haly=20 karlovarsk=C3=A9ho leti=C5=A1t=C4=9B je d=C5=AFkazem, =C5=BEe = s pomoc=C3=AD oceli lze stav=C4=9Bt funk=C4=8Dn=C3=AD a=20 p=C5=99itom kr=C3=A1sn=C3=A9 konstrukce. Po=C4=8D=C3=A1tkem = leto=C5=A1n=C3=ADho roku byla touto stavbou dovr=C5=A1ena=20 z=C3=A1v=C4=9Bre=C4=8Dn=C3=A1 etapa dopravn=C3=AD stavby = d=C5=AFle=C5=BEit=C3=A9 pro cel=C3=BD region, nazvan=C3=A1 Modernizace=20 Leti=C5=A1t=C4=9B Karlovy Vary.

odeslat = tisk

K rekonstrukci a zvy=C5=A1ov=C3=A1n=C3=AD standardu = leti=C5=A1t=C4=9B, kter=C3=A9 umo=C5=BE=C5=88uje i=20 zahrani=C4=8Dn=C3=ADm n=C3=A1v=C5=A1t=C4=9Bvn=C3=ADk=C5=AFm ze = vzd=C3=A1len=C3=BDch destinac=C3=AD pohodlnou cestu do sv=C4=9Btov=C4=9B = proslul=C3=BDch l=C3=A1zn=C3=AD, do=C5=A1lo po dlouh=C3=A9m obdob=C3=AD = stagnace. Rekonstrukce proto sest=C3=A1vala=20 jak z nezbytn=C3=A9 =C4=8D=C3=A1sti, kdy bylo t=C5=99eba = zlep=C5=A1it technick=C3=A9 parametry dr=C3=A1hov=C3=A9ho=20 syst=C3=A9mu, tak z pl=C3=A1novan=C3=BDch =C3=BAprav star=C3=A9 = odbavovac=C3=AD budovy a v=C3=BDstavby nov=C3=A9=20 odbavovac=C3=AD haly. Autorem architektonick=C3=A9ho n=C3=A1vrhu = nov=C3=A9 haly je brn=C4=9Bnsk=C3=BD=20 architekt Petr Parolek, kter=C3=BD je tak=C3=A9 autorem ji=C5=BE = realizovan=C3=A9ho termin=C3=A1lu na=20 leti=C5=A1ti v Brn=C4=9B =E2=80=93 Tu=C5=99anech. = (Stavebnictv=C3=AD 11=E2=80=9312/2007).

Dispozice are=C3=A1lu leti=C5=A1t=C4=9B =
Dne=C5=A1n=C3=AD=20 are=C3=A1l leti=C5=A1t=C4=9B se nach=C3=A1z=C3=AD mimo kontext = historizuj=C3=ADc=C3=ADch l=C3=A1zn=C3=AD a vytv=C3=A1=C5=99=C3=AD = sv=C3=A9bytn=C3=BD=20 komplex na n=C3=A1horn=C3=AD plo=C5=A1in=C4=9B nad Karlov=C3=BDmi Vary. = Tato skute=C4=8Dnost umo=C5=BE=C5=88uje=20 architekturu nov=C3=A9 dostavby rozv=C3=ADjet bez omezen=C3=AD = technicistn=C3=ADm sm=C4=9Brem, kter=C3=BD=20 dob=C5=99e koresponduje s leti=C5=A1tn=C3=ADm provozem. = Odbavovac=C3=AD hala byla navr=C5=BEena=20 v aerodynamick=C3=A9m tvaru p=C5=99ipom=C3=ADnaj=C3=ADc=C3=ADm = kapku, ne=C3=BApln=C3=A9 prot=C3=A1hl=C3=A9 vaj=C3=AD=C4=8Dko,=20 projektil nebo raketu. Tento futuristick=C3=BD tvar je ve = form=C3=A1ln=C3=ADm kontrastu=20 s p=C5=AFvodn=C3=AD hmotou star=C3=A9 leti=C5=A1tn=C3=AD budovy, = s ohledem na zvolen=C3=A9 m=C4=9B=C5=99=C3=ADtko a=20 proporci s n=C3=ADm v=C5=A1ak vytv=C3=A1=C5=99=C3=AD jeden = kompozi=C4=8Dn=C3=AD celek v p=C5=AFdorysu p=C3=ADsmene=20 H se =C4=8Dty=C5=99mi k=C5=99=C3=ADdly (nebo dv=C4=9Bma = bo=C4=8Dn=C3=ADmi n=C3=A1dvo=C5=99=C3=ADmi).

3D"Virtu=C3=A1ln=C3=AD
=C2=A4 Odbavovac=C3=AD hala = karlovarsk=C3=A9ho=20 leti=C5=A1t=C4=9B

P=C5=AFvodn=C3=AD budova leti=C5=A1t=C4=9B =
Autorem=20 p=C5=AFvodn=C3=AD =E2=80=9En=C3=A1dra=C5=BEn=C3=AD=E2=80=9C budovy byl = profesor Karel Winter z Liberce (autor=20 radnice v Jablonci nad Nisou), stavebn=C3=AD v=C3=BDkresy jsou = datov=C3=A1ny rokem 1930.=20 Na budov=C4=9B nen=C3=AD dekor p=C5=99edchoz=C3=ADch historick=C3=BDch = reminiscenc=C3=AD a obdob=C3=AD secese,=20 av=C5=A1ak architektonick=C3=BD n=C3=A1vrh nen=C3=AD ani = p=C5=99=C3=ADkladem pro tuto dobu typick=C3=A9=20 funkcionalistick=C3=A9 architektury. Leti=C5=A1tn=C3=AD budova, = charakteristick=C3=A1 pevn=C3=BDm =C5=99=C3=A1dem a=20 symetri=C3=AD (jedn=C3=A1 se o klasick=C3=BD zd=C4=9Bn=C3=BD = stavebn=C3=AD typ =E2=80=93 dispozi=C4=8Dn=C3=AD trojtrakt, se=20 syst=C3=A9mem vertik=C3=A1ln=C3=ADch okenn=C3=ADch otvor=C5=AF = s nosn=C3=BDmi mezipil=C3=AD=C5=99i a syst=C3=A9mem=20 horizont=C3=A1ln=C3=ADho =C4=8Dlen=C4=9Bn=C3=AD hmotov=C3=A9 kompozice = p=C5=99evisl=C3=BDmi n=C4=9Bkolika=C3=BArov=C5=88ov=C3=BDmi = =C5=99=C3=ADmsami),=20 byla ve =C4=8Dty=C5=99ic=C3=A1t=C3=BDch letech minul=C3=A9ho = stolet=C3=AD z=C5=99ejm=C4=9B pr=C5=AFkopnick=C3=BDm d=C3=ADlem=20 s p=C5=AFvodn=C3=AD kompozic=C3=AD a drobn=C3=BDm = m=C4=9B=C5=99=C3=ADtkem.

3D"P=C5=AFdorys
=C2=A4P=C5=AFdorys are=C3=A1lu = karlovarsk=C3=A9ho leti=C5=A1t=C4=9B: A =E2=80=93=20 nov=C3=A1 odbavovac=C3=AD hala; B =E2=80=93 komer=C4=8Dn=C3=AD prostory; = C =E2=80=93 kontrola expedice zavazadel; D=20 =E2=80=93 celn=C3=AD kontrola; E =E2=80=93 hala v=C3=BDdeje zavazadel; F = =E2=80=93 bezpe=C4=8Dnostn=C3=AD a pasov=C3=A1 kontrola;=20 G =E2=80=93 hala pro odlet cestuj=C3=ADc=C3=ADch ze zem=C3=AD mimo = Schengenskou =C3=BAmluvu; H =E2=80=93 hala pro=20 p=C5=99=C3=ADlet cestuj=C3=ADc=C3=ADch ze zem=C3=AD mimo Schengenskou = =C3=BAmluvu; I =E2=80=93 hala pro odlet=20 cestuj=C3=ADc=C3=ADch ze zem=C3=AD Schengensk=C3=A9 =C3=BAmluvy; J = =E2=80=93 hala pro p=C5=99=C3=ADlet cestuj=C3=ADc=C3=ADch ze zem=C3=AD=20 Schengensk=C3=A9 =C3=BAmluvy; K =E2=80=93 = kancel=C3=A1=C5=99.

Nov=C3=A1 odbavovac=C3=AD hala =
Nov=C3=A1 hala je ke=20 star=C3=A9 budov=C4=9B p=C5=99ipojena spojovac=C3=ADm kr=C4=8Dkem, = kter=C3=BD vkl=C3=A1d=C3=A1 mezi ob=C4=9B budovy pot=C5=99ebnou=20 prostorovou distanci. Hala nen=C3=AD v dan=C3=A9m = prost=C5=99ed=C3=AD tvarov=C4=9B ojedin=C4=9Bl=C3=A1,=20 kompozi=C4=8Dn=C3=AD vertik=C3=A1lu k n=C3=AD vytv=C3=A1=C5=99=C3=AD = technicistn=C3=AD v=C4=9B=C5=BE =C5=99=C3=ADzen=C3=AD letov=C3=A9ho = provozu,=20 postaven=C3=A1 v p=C5=99edchoz=C3=AD etap=C4=9B modernizace a = dostavby leti=C5=A1t=C4=9B.
Z=C3=A1m=C4=9Brem=20 autora architektonick=C3=A9ho n=C3=A1vrhu nov=C3=A9 odbavovac=C3=AD haly = bylo navodit n=C3=A1v=C5=A1t=C4=9Bvn=C3=ADkovi=20 dojem dvou odli=C5=A1n=C3=BDch sv=C4=9Bt=C5=AF =E2=80=93 p=C5=99i = p=C5=99ist=C3=A1n=C3=AD v=C3=ADt=C3=A1 turistu historizuj=C3=ADc=C3=AD = fenom=C3=A9n=20 l=C3=A1zn=C3=AD charakterizovan=C3=BD prvorepublikovou architekturou = p=C5=AFvodn=C3=AD budovy leti=C5=A1t=C4=9B,=20 p=C5=99i odletu naopak dominuje futuristick=C3=BD vjem = postmodern=C3=ADho sv=C4=9Bta, kam se po=20 n=C3=A1v=C5=A1t=C4=9Bv=C4=9B l=C3=A1zn=C3=AD op=C4=9Bt vrac=C3=AD. = Stavby jsou p=C5=99itom vn=C3=ADm=C3=A1ny odd=C4=9Blen=C4=9B, vzhledem=20 k dispozici, kdy vzd=C3=A1len=C4=9Bj=C5=A1=C3=AD futuristick=C3=A1 = =C4=8D=C3=A1st za=C5=99=C3=ADzen=C3=AD leti=C5=A1t=C4=9B je skryta=20 za p=C5=AFvodn=C3=AD budovou. Spole=C4=8Dn=C4=9B je p=C5=99itom = mo=C5=BEn=C3=A9 ob=C4=9B budovy pozorovat pouze=20 z letadla.
Nov=C3=A1 budova sv=C3=BDm aerodynamick=C3=BDm = tvarem charakterizuje=20 rychlost a eleganci. C=C3=ADlem architekta se stala idea vytvo=C5=99it = tvar haly tak, aby=20 ve=C5=A1ker=C3=A9 formy byly dob=C5=99e geometricky i v=C3=BDrobn=C4=9B = definovateln=C3=A9 a aby vytvo=C5=99ily=20 kompaktn=C3=AD, vyv=C3=A1=C5=BEen=C3=BD celek, = bl=C3=AD=C5=BE=C3=ADc=C3=AD se produkt=C5=AFm automobilov=C3=A9ho nebo = spot=C5=99ebn=C3=ADho=20 pr=C5=AFmyslu v desetkr=C3=A1t v=C4=9Bt=C5=A1=C3=ADm = m=C4=9B=C5=99=C3=ADtku. Z=C3=A1m=C4=9Brem bylo vyu=C5=BEit=C3=AD = technicky i=20 ekonomicky dostupn=C3=BDch technologi=C3=AD, nap=C5=99=C3=ADklad = pl=C3=A1=C5=A1=C5=A5=C5=AF se stojatou dr=C3=A1=C5=BEkou.=20 Vypilov=C3=A1n=C3=ADm v=C3=BDsledn=C3=A9ho tvaru vznikl design = charakterizovan=C3=BD kompozic=C3=AD t=C5=99=C3=AD=20 se=C5=99=C3=ADznut=C3=BDch ploch, definovan=C3=BDch rotac=C3=AD = obloukov=C3=A9ho profilu kolem st=C5=99edu.=20 Prot=C3=A1hl=C3=BD obl=C3=BD objekt vytv=C3=A1=C5=99=C3=AD d=C3=ADky = sestav=C4=9B t=C5=99=C3=AD prstencov=C3=BDch ploch v =C3=BArovni=20 styku st=C5=99e=C5=A1n=C3=ADho a fas=C3=A1dn=C3=ADho = pl=C3=A1=C5=A1t=C4=9B z=C3=A1=C5=99ez prosv=C4=9Btluj=C3=ADc=C3=AD za = dne interi=C3=A9r haly.=20 Dynamika tvaru na obou stran=C3=A1ch graduje pomoc=C3=AD =C5=A1ikmo = se=C5=99=C3=ADznut=C3=A9 bo=C4=8Dn=C3=AD fas=C3=A1dy=20 s ustupuj=C3=ADc=C3=ADm naklon=C4=9Bn=C3=BDm =C4=8Delem. = Kruhov=C3=A9 prstence, kter=C3=A9 =C4=8Dela prot=C3=ADnaj=C3=AD,=20 d=C3=A1vaj=C3=AD cel=C3=A9 budov=C4=9B iluzi obrovsk=C3=A9ho stroje = p=C5=99ed startem. D=C5=AFle=C5=BEit=C3=BDm kompozi=C4=8Dn=C3=ADm=20 prvkem interi=C3=A9ru, kter=C3=BD m=C3=A1 p=C5=99ipom=C3=ADnat = =C3=BAtroby odstrojen=C3=A9ho letadla nebo plavidla,=20 je hlavn=C3=AD nosn=C3=BD dvojoblouk, rozev=C3=ADraj=C3=ADc=C3=AD se pod = klenut=C3=BDm prostorem.

3D"Prosklen=C3=BD
=C2=A4 Prosklen=C3=BD = vstupn=C3=AD prostor do nov=C3=A9=20 odbavovac=C3=AD haly

Konstrukce nov=C3=A9 haly =
Konstrukce haly=20 je na prvn=C3=AD pohled prostorov=C4=9B slo=C5=BEit=C3=A1, je v=C5=A1ak = p=C5=99esn=C4=9B a pom=C4=9Brn=C4=9B jednodu=C5=A1e=20 definov=C3=A1na pomoc=C3=AD p=C5=99=C3=ADmek a kru=C5=BEnic a jejich = rotace kolem bodu. Odbavovac=C3=AD hala=20 je situov=C3=A1na na p=C5=AFdorysu o rozm=C4=9Brech 70x28 m, = nejvy=C5=A1=C5=A1=C3=AD m=C3=ADsto =E2=80=93 h=C5=99eben nosn=C3=A9=20 konstrukce =E2=80=93 je ve v=C3=BD=C5=A1ce +11,20 m.

St=C5=99echa je tvo=C5=99ena obloukov=C3=BDmi = vazn=C3=ADky TRUHL 300, 6, 150,=20 12, 50, ulo=C5=BEen=C3=BDmi na pod=C3=A9ln=C3=A9 pr=C5=AFvlaky. = Vazn=C3=ADky jsou v rozte=C4=8Di 3,0 m.=20 Samotn=C3=BD vazn=C3=ADk je tvo=C5=99en svislou st=C4=9Bnovou = =C4=8D=C3=A1st=C3=AD prom=C4=9Bnn=C3=A9 v=C3=BD=C5=A1ky (prom=C4=9Bnnost = je=20 obloukov=C3=A1 v pod=C3=A9ln=C3=A9m sm=C4=9Bru haly) a = st=C5=99e=C5=A1n=C3=AD obloukovou r =3D 15,35 m (tvar=20 vazn=C3=ADk=C5=AF je stejn=C3=BD). Ve sm=C4=9Bru pod=C3=A9ln=C3=A9m je = polom=C4=9Br st=C5=99echy 161,20 m, vazn=C3=ADky jsou=20 z d=C5=AFvodu jednodu=C5=A1=C5=A1=C3=ADho detailu = r=C3=A1mov=C3=A9ho rohu provedeny v=C5=A1echny svisl=C3=A9,=20 srovn=C3=A1n=C3=AD do roviny opl=C3=A1=C5=A1t=C4=9Bn=C3=AD je provedeno = nava=C5=99en=C3=ADm ocelov=C3=A9 li=C5=A1ty. Posledn=C3=AD=20 =C5=A1t=C3=ADtov=C3=BD vazn=C3=ADk nen=C3=AD oblouk, ale m=C3=A1 tvar = ku=C5=BEelose=C4=8Dky respektuj=C3=ADc=C3=AD tvar = opl=C3=A1=C5=A1t=C4=9Bn=C3=AD.=20

St=C4=9Bnov=C3=A9 prvky TRUHL 300, 6, 150, 12, 50 = jsou tvo=C5=99eny=20 vodorovn=C3=BDm =C3=BAsekem (horn=C3=AD =C4=8D=C3=A1st) a obloukovou = =C4=8D=C3=A1st=C3=AD. St=C5=99ed oblouk=C5=AF je ve v=C3=BD=C5=A1ce=20 +3,50 m, polom=C4=9Br oblouk=C5=AF r =3D 4,60 m. Tvar v=C5=A1ech = st=C4=9Bnov=C3=BDch prvk=C5=AF je stejn=C3=BD.=20 V p=C5=AFdorysu se st=C4=9Bnov=C3=A9 prvky paprs=C4=8Dit=C4=9B = rozb=C3=ADhaj=C3=AD ze st=C5=99edu ot=C3=A1=C4=8Den=C3=AD (bod=20 vzd=C3=A1len=C3=BD 97 m od st=C5=99edu haly). Na konci vodorovn=C3=A9ho = =C3=BAseku je provedeno p=C5=AFdorysn=C3=A9=20 zalomen=C3=AD st=C4=9Bnov=C3=BDch prvk=C5=AF (je na oblouku r =3D 105 m = ze st=C5=99edu ot=C3=A1=C4=8Den=C3=AD). Rozte=C4=8D=20 st=C4=9Bnov=C3=BDch prvk=C5=AF odpov=C3=ADd=C3=A1 rozte=C4=8Di = st=C5=99e=C5=A1n=C3=ADch vazn=C3=ADk=C5=AF =3D 3,0 m. Posledn=C3=AD = st=C4=9Bnov=C3=BD=20 profil na p=C5=99echodu obloukov=C3=A9ho pl=C3=A1=C5=A1t=C4=9B a = rovn=C3=A9 st=C5=99echy m=C3=A1 tvar ku=C5=BEelose=C4=8Dky=20 respektuj=C3=ADc=C3=AD tvar opl=C3=A1=C5=A1t=C4=9Bn=C3=AD.

Vstupn=C3=AD elipsa je prostorov=C3=A1 k=C5=99ivka = vznikl=C3=A1 pr=C5=AFnikem=20 st=C4=9Bnov=C3=A9ho pl=C3=A1=C5=A1t=C4=9B haly a eliptick=C3=A9ho = pohledu, kter=C3=BD je definov=C3=A1n t=C5=99emi elipsami=20 (vnit=C5=99n=C3=AD E 1 a vn=C4=9Bj=C5=A1=C3=AD E 2 a =C5=BElabov=C3=A1 E = 3). V=C5=A1echny elipsy maj=C3=AD st=C5=99ed v ose=20 haly ve v=C3=BD=C5=A1ce +1,60 m, maj=C3=AD shodnou vedlej=C5=A1=C3=AD = (p=C5=99=C3=AD=C4=8Dnou) osu. Vnit=C5=99n=C3=AD elipsa E 1=20 m=C3=A1 d=C3=A9lku hlavn=C3=AD poloosy (vodorovn=C3=A1, = pod=C3=A9ln=C3=A1) 12,30 m, vn=C4=9Bj=C5=A1=C3=AD E 2 m=C3=A1 13,0 m,=20 =C5=BElabov=C3=A1 13,30 m. Vnit=C5=99n=C3=AD elipsa E 1 m=C3=A1 = d=C3=A9lku vedlej=C5=A1=C3=AD poloosy 4,04 m, vn=C4=9Bj=C5=A1=C3=AD E 2=20 pak 4,32 m, =C5=BElabov=C3=A1 E m=C3=A1 3 4,57 m. Polohy a osy = v=C5=A1ech ocelov=C3=BDch profil=C5=AF jsou=20 ekvidistantou od definuj=C3=ADc=C3=ADch elips.

Hlavn=C3=ADmi nosn=C3=BDmi prvky konstrukce jsou dva = v pat=C4=9B=20 spojen=C3=A9 a ve vrcholech odklon=C4=9Bn=C3=A9 oblouky z trub = =C3=98 377x16 mm, kter=C3=A9 jsou=20 vz=C3=A1jemn=C4=9B spojeny t=C3=A1hly syst=C3=A9mu Macalloy. = V p=C5=99=C3=AD=C4=8Dn=C3=A9m =C5=99ezu tvo=C5=99=C3=AD hlavn=C3=AD = nosn=C3=A9=20 oblouky p=C3=ADsmeno V, kter=C3=A9 sv=C3=ADr=C3=A1 =C3=BAhel 76=C2=BA. = V tomto sm=C4=9Bru pokra=C4=8Duj=C3=AD i vzp=C4=9Bry=20 vzty=C4=8Den=C3=A9 z oblouk=C5=AF pro podep=C5=99en=C3=AD = pod=C3=A9ln=C3=BDch pr=C5=AFvlak=C5=AF st=C5=99echy (profil TR =C3=98=20 324x10 mm), je=C5=BE jsou ve st=C5=99edn=C3=AD =C4=8D=C3=A1sti = vodorovn=C3=A9 a p=C5=99i konc=C3=ADch haly se st=C3=A1=C4=8Dej=C3=AD v=20 =C3=BAhlu st=C5=99e=C5=A1n=C3=ADho pl=C3=A1=C5=A1t=C4=9B k zemi. = Tyto pr=C5=AFvlaky (v os=C3=A1ch G a J) jsou rovn=C4=9B=C5=BE=20 podep=C5=99eny r=C3=A1mov=C3=BDmi vestavbami v =C4=8Delech. = St=C5=99e=C5=A1n=C3=AD a st=C4=9Bnov=C3=BD pl=C3=A1=C5=A1=C5=A5 je = podep=C5=99en=20 soustavou =C5=BEeber obloukov=C3=BDch r=C3=A1m=C5=AF sva=C5=99en=C3=BDch = do truhl=C3=ADk=C5=AF. Vz=C3=A1jemn=C3=A9 v=C3=BD=C5=A1kov=C3=A9=20 posunut=C3=AD a nato=C4=8Den=C3=AD podle tvaru st=C5=99e=C5=A1n=C3=ADho = a st=C4=9Bnov=C3=A9ho pl=C3=A1=C5=A1t=C4=9B umo=C5=BE=C5=88uje = kladen=C3=AD=20 nosn=C3=BDch trap=C3=A9zov=C3=BDch plech=C5=AF obvodov=C3=A9ho = pl=C3=A1=C5=A1t=C4=9B.

Ob=C4=9B =C5=A1t=C3=ADtov=C3=A1 zakon=C4=8Den=C3=AD = haly tvo=C5=99=C3=AD rovn=C4=9B=C5=BE sva=C5=99ovan=C3=A9 prvky = TRUHL 300, 6, 150, 12, 50, ov=C5=A1em ji=C5=BE v bo=C4=8Dn=C3=ADm = pohledu p=C5=99=C3=ADm=C3=A9, re=C3=A1ln=C4=9B, tedy=20 ve tvaru ku=C5=BEelose=C4=8Dek. =C5=A0t=C3=ADtov=C3=A9 st=C4=9Bny jsou = dopln=C4=9Bny v=C3=BDm=C4=9Bnami pro velk=C3=A1,=20 v pod=C3=A9ln=C3=A9m pohledu kruhov=C3=A1 okna o pr=C5=AFm=C4=9Bru = 5,0 m. Okna jsou opat=C5=99ena=20 speci=C3=A1ln=C3=ADmi sva=C5=99ovan=C3=BDmi tubusy, tak=C5=BEe o cca = 1,20 m vystupuj=C3=AD z konstrukce=20 haly. V ji=C5=BEn=C3=AD fas=C3=A1d=C4=9B je um=C3=ADst=C4=9Bn = eliptick=C3=BD vstup do prostoru haly.=20 Konstrukce vstupu je vynesena pomoc=C3=AD dvou sloup=C5=AF se = vzp=C4=9Brami a pr=C5=AFvlaky.

Galerie haly (2. NP) je tvo=C5=99ena pravo=C3=BAhlou = soustavou=20 ocelov=C3=BDch r=C3=A1m=C5=AF a stropnic, kter=C3=A9 jsou po obvodu = podep=C5=99eny zak=C5=99iven=C3=BDmi st=C4=9Bnov=C3=BDmi=20 sva=C5=99ovan=C3=BDmi profily. Na galerii vedou =C4=8Dty=C5=99i = schodi=C5=A1t=C4=9B. Dv=C4=9B jsou v=C5=99etenov=C3=A1=20 ocelov=C3=A1, dv=C4=9B betonov=C3=A1.

Tuhost haly je v pod=C3=A9ln=C3=A9m sm=C4=9Bru = zaji=C5=A1t=C4=9Bna pomoc=C3=AD r=C3=A1mov=C3=BDch=20 vestaveb v =C4=8Delech, pod=C3=A9lnou r=C3=A1movou vestavbou a = samotn=C3=BDmi hlavn=C3=ADmi oblouky.=20 Kotven=C3=AD v=C5=A1ech nosn=C3=BDch sloup=C5=AF krom=C4=9B = obvodov=C3=BDch je provedeno vetknut=C3=ADm a obvodov=C3=A1=20 kotven=C3=AD jsou kloubov=C3=A1.

Prosklen=C3=A9 st=C4=9Bny a sv=C4=9Btl=C3=ADky =
Pl=C3=A1=C5=A1=C5=A5=20 budovy tvo=C5=99=C3=AD v ji=C5=BEn=C3=AD st=C4=9Bn=C4=9B = prosklen=C3=A1 fas=C3=A1da, upevn=C4=9Bn=C3=A1 na nosnou ocelovou=20 podkonstrukci z j=C3=A4klu. V pl=C3=A1=C5=A1ti st=C5=99echy = jsou =C4=8Dty=C5=99i st=C5=99e=C5=A1n=C3=AD okna.=20 Kruhov=C3=A1 okna, p=C5=99esahuj=C3=ADc=C3=AD dv=C4=9B podla=C5=BE=C3=AD = v =C4=8Delech odbavovac=C3=AD haly, jsou rovn=C4=9B=C5=BE=20 upevn=C4=9Bna na podkonstrukci z j=C3=A4klu. Hala je = prosv=C4=9Btlena tak=C3=A9 sv=C4=9Btl=C3=ADky=20 v pod=C3=A9ln=C3=BDch st=C4=9Bn=C3=A1ch. Ka=C5=BEd=C3=BD = z nich se skl=C3=A1d=C3=A1 z =C5=A1ikm=C3=A9 a ze svisl=C3=A9=20 =C4=8D=C3=A1sti, jejich zaskl=C3=ADvac=C3=AD syst=C3=A9m je tak=C3=A9 = upevn=C4=9Bn na nosnou ocelovou podkonstrukci=20 z j=C3=A4klu.

3D"Pohled
=C2=A4 Pohled ji=C5=BEn=C3=AD = (naho=C5=99e) a pohled v=C3=BDchodn=C3=AD=20 (dole) na budovy karlovarsk=C3=A9ho leti=C5=A1t=C4=9B =

Stavba odbavovac=C3=AD=20 haly
Kosntrukce budovy je kotvena do = =C5=BEelezobetonov=C3=BDch=20 patek. P=C5=99ed vlastn=C3=AD mont=C3=A1=C5=BE=C3=AD byly polo=C5=BEeny = rozvody kanalizace, dren=C3=A1=C5=BEe, p=C5=99elo=C5=BEky=20 kabel=C5=AF. Plocha byla upravena do roviny a zpevn=C4=9Bna, aby byla = umo=C5=BEn=C4=9Bna mont=C3=A1=C5=BE=20 mobiln=C3=ADmi prost=C5=99edky.

Jednotliv=C3=A9 d=C3=ADly ocelov=C3=A9 konstrukce byly p=C5=99ed = mont=C3=A1=C5=BE=C3=AD vyrobeny a sva=C5=99ov=C3=A1ny=20 v d=C3=ADln=C4=9B. Na stavb=C4=9B pak bylo sva=C5=99ov=C3=A1no = obloukem.

Soub=C4=9B=C5=BEn=C4=9B s postupem mont=C3=A1=C5=BEe haly se = zdily p=C5=99=C3=AD=C4=8Dky, instalovaly rozvody=20 silnoproud=C3=A9 i slaboproud=C3=A9 elekt=C5=99iny, rozvody = =C3=BAst=C5=99edn=C3=ADho topen=C3=AD, vody, plynu a=20 ostatn=C3=AD instalace. Byla provedena protiradonov=C3=A1 ochrana, po = polo=C5=BEen=C3=AD trap=C3=A9zov=C3=BDch=20 plech=C5=AF st=C5=99echy a strop=C5=AF galerie se = v p=C5=99=C3=ADzem=C3=AD haly a na galerii pokl=C3=A1daly na=20 podkladn=C3=AD betonovou mazaninu granitov=C3=A9 dla=C5=BEby. P=C5=99ed = polo=C5=BEen=C3=ADm st=C5=99e=C5=A1n=C3=ADho pl=C3=A1=C5=A1t=C4=9B=20 se v soci=C3=A1ln=C3=ADch za=C5=99=C3=ADzen=C3=ADch polo=C5=BEily = keramick=C3=A9 obklady a dla=C5=BEby. Stropy=20 interi=C3=A9r=C5=AF, konstruovan=C3=A9 jako =C5=BEelezobetonov=C3=A9 = desky, maj=C3=AD ztracen=C3=A9 bedn=C4=9Bn=C3=AD=20 z trap=C3=A9zov=C3=BDch plech=C5=AF. Opl=C3=A1=C5=A1t=C4=9Bn=C3=AD = haly, kter=C3=A9 p=C5=99ipom=C3=ADn=C3=A1 trup letadla, je=20 z obkladu Kalzip a obkladu Montaline na podkonstrukci = z trap=C3=A9zov=C3=BDch=20 plech=C5=AF na ocelov=C3=BDch ro=C5=A1tech. Mezi trap=C3=A9zov=C3=BDm = plechem a obkladem je tepeln=C3=A1=20 izolace a parot=C4=9Bsn=C3=A1 z=C3=A1brana.

Z=C3=A1kladn=C3=AD =C3=BAdaje o stavb=C4=9B
N=C3=A1zev = stavby: Modernizace=20 Leti=C5=A1t=C4=9B Karlovy Vary =E2=80=93 III. etapa N=C3=A1zev = =C4=8D=C3=A1st=C3=AD stavby: 1. =C4=8D=C3=A1st: =C3=9Aprava = odbavovac=C3=AD=20 haly pro spln=C4=9Bn=C3=AD Schengensk=C3=BDch =C3=BAmluv 2. = =C4=8D=C3=A1st: V=C3=BDstavba nov=C3=A9 odbavovac=C3=AD budovy=20
Investor: Karlovarsk=C3=BD kraj =
Gener=C3=A1ln=C3=AD=20 dodavatel: Eurovia CS, a.s. (d=C5=99=C3=ADve Stavby silnic a = =C5=BEeleznic, a.s.)=20
Autor architektonick=C3=A9ho n=C3=A1vrhu a n=C3=A1vrhu = ocelov=C3=A9 konstrukce:=20 Ing. arch. Petr Parolek, Ph.D., Fa Parolli, s.r.o.
Statika = ocelov=C3=A9=20 konstrukce: Ing. Luk=C3=A1=C5=A1 Pel=C3=A1nek, Ing. Petr = Maz=C3=A1nek Statika=20 =C5=BEelezobetonov=C3=A9 konstrukce: Ing. Ale=C5=A1 Seidl =
Hlavn=C3=AD=20 stavbyvedouc=C3=AD: Ing. Radom=C3=ADr Klete=C4=8Dka=20
Stavbyvedouc=C3=AD: Martin Val=C3=A1=C5=A1ek =
Hlavn=C3=AD=20 subdodatel=C3=A9: Chezak spol. s r.o. Karlovy Vary; = Vertikal =E2=80=93 Zip,=20 s.r.o
Doba v=C3=BDstavby 1. a 2. =C4=8D=C3=A1sti III. = etapy:=20 05/2007=E2=80=9304/2009
Z=C3=A1kladn=C3=AD rozm=C4=9Bry = nov=C3=A9 haly: 65x28 m=20
Zastav=C4=9Bn=C3=A1 plocha: 3450 m=C2=B2 =
Obestav=C4=9Bn=C3=BD=20 prostor: cca 22 000 m=C2=B3
Max. d=C3=A9lka = nov=C3=A9 haly: 70 m=20
Rozp=C4=9Bt=C3=AD hlavn=C3=ADho oblouku: 31,8 m =

3D"Nasv=C4=9Btlen=C3=A9
=C2=A4 Nasv=C4=9Btlen=C3=A9 = kruhov=C3=A9 prstence prot=C3=ADnaj=C3=AD=20 =C4=8Delo nov=C3=A9 budovy odbavovac=C3=AD haly a = vytv=C3=A1=C5=99ej=C3=AD iluzi trupu startuj=C3=ADc=C3=ADho=20 letounu

=C2=A4 Konstrukce = st=C5=99echy je v=C3=BDtvarn=C3=BDm prvkem=20 interi=C3=A9ru nov=C3=A9 odbavovac=C3=AD = haly

=C2=A4 Krom=C4=9B = prosklen=C3=A9 fas=C3=A1dy vstupn=C3=ADho=20 prostoru prosv=C4=9Btluj=C3=AD interi=C3=A9r nov=C3=A9 odbavovac=C3=AD = haly kruhov=C3=A1 okna v =C4=8Dele haly,=20 =C4=8Dty=C5=99i st=C5=99e=C5=A1n=C3=AD okna a sv=C4=9Btl=C3=ADky v = pod=C3=A9ln=C3=BDch=20 st=C4=9Bn=C3=A1ch

=C2=A4 St=C4=9Bnov=C3=BD = pl=C3=A1=C5=A1=C5=A5 nov=C3=A9 odbavovac=C3=AD haly je=20 zhotoven z hlin=C3=ADkov=C3=A9ho fas=C3=A1dn=C3=ADho a = st=C5=99e=C5=A1n=C3=ADho syst=C3=A9mu Kalzip a obkladu Monteline=20 na podkonstrukci z trap=C3=A9zov=C3=BDch plech=C5=AF na ocelov=C3=BDch = ro=C5=A1tech=20

=C2=A4 Prostor kontroly = expedice=20 zavazadel

=C2=A4 V=C5=99etenov=C3=A9 = ocelov=C3=A9 schodi=C5=A1t=C4=9B spojuj=C3=ADc=C3=AD=20 p=C5=99=C3=ADzem=C3=AD a patro s galeri=C3=AD nov=C3=A9 odbavovac=C3=AD=20 haly

Stavba roku

14.08.2009
Projektil=20 roluj=C3=ADc=C3=AD ke startu

22.04.2009
Rekonstrukce=20 hotelu Imperial: n=C3=A1vrat legendy

22.04.2009
D=C5=99ev=C4=9Bn=C3=A9=20 podlahy pro hotel Imperial

06.02.2009
=C3=9A=C5= =99ad=20 v pivovaru

06.02.2009
Archeologick=C3=A9=20 n=C3=A1lezy v Regiocentru KHK

=C2=BB v=C3=ADce=20 =C4=8Dl=C3=A1nk=C5=AF

=EF=BB=BF=20

RSS | EXPO = DATA spol. s=20 r.o., V=C3=BDstavi=C5=A1t=C4=9B 1, 648 03 Brno |

=C2=A9 2007

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