natgillin/translations-raw huggingface dataset:
Office consumables (paper, paper clips, pencils, recycle bins, etc.)
Potrošni uredski materijal (papir, spajalice, olovke, koš za otpatke i slično)
MARKING OF INVESTMENTS CO-FINANCED BY IPARD FUNDS WITHIN THE FRAMEWORK OF THE LEADER MEASURE
OZNAČAVANJE ULAGANJA SUFINANCIRANIH SREDSTAVA IPARD PROGRAMA U OKVIRU MJERE LEADER
If the ad is aired on TV, the video, like the printed material, must feature the same designation as the printed material at the bottom.
U slučaju da je oglas emitiran na TV-u, video materijal, kao i tiskani materijal, na dnu će prikazati istu oznaku kao i tiskani materijal.
In the event that this ad is made in the format of audio material (for the purposes of radio advertising), its ending must feature a short sentence "This ad has been co-financed with funds from the EU pre-accession IPARD programme under the LEADER measure."
U slučaju da je oglas napravljen u formatu audio materijala (u svrhu radio oglašavanja) na njegovom kraju mora biti kratka rečenica „Ovaj oglas sufinanciran je iz EU pretpristupnog programa IPARD kroz mjeru LEADER“.
IV trimester
IV tromjesječje
application has not been sent within the deadline stipulated in the Tender,
prijava nije poslana u roku kako je propisano Natječajem,
inspect the documents of the contracted LAG (responsible person),
izvršiti uvid u isprave odabranog/ugovorenog LAG-a (odgovorna osoba),
•LAG's managing body more than 60 % of representatives of the civil and economic sector
• u upravljačkom tijelu LAG-a ima više od 60 % predstavnika civilnog i gospodarskog sektora
III trimester
III tromjesječje
TECHNICAL REQUIREMENTS FOR CONSTRUCTION
TEHNIČKI UVIJETI GRAĐENJA
CONSTRUCTION SITE SURROUNDINGS RECOVERY
SANACIJA OKOLIŠA GRADILIŠTA1
SCALING OF PAVEMENT CONSTRUCTION
DIMENZIONIRANJE KOLNIČKE KONSTRUKCIJE3
COMMISSION AGENT:
KOMISIONAR:
RECONSTRUCTION
REKONSTRUKCIJA
PROJECT PHASE:
FAZA PROJEKTA:
COMMON PROJECT DESIGNATION:
ZAJEDNIČKA OZNAKA PROJEKTA:
ENVIRONMENTAL PROJECT FOR
PROJEKT OKOLIŠA REKONSTRUKCIJE
NO.
BR.
FOLDER:
MAPE:
FOLDER TITLE:
NAZIV MAPE:
Project number:
Broj projekta:
ARCHITECTURAL-CONSTRUCTION PROJECT
ARHITEKTONSKO - GRAĐEVINSKI PROJEKT
ENVIRONMENTAL PROJECT
PROJEKT OKOLIŠA
ELECTRICAL INSTALLATIONS AND AUTOMATICS PROJECT
PROJEKT ELEKTROINSTALACIJA I AUTOMATIKE
General documentation
Opća dokumentacija
Applied regulations and standards
Primjenjeni propisi i standardi
Overview of fire safety measures
Prikaz mjera zaštite od požara
Overview of workplace safety measures
Prikaz mjera zaštite na radu
Quality assurance and quality control programme
Program kontrole i osiguranja kvalitete
Project assignment
Projektni zadatak
Technical description
Tehnički opis
Technical requirements for construction
Tehnički uvjeti građenja
Construction site surroundings recovery
Sanacija okoliša gradilišta
Blueprints
Nacrti
Layout drawing
Pregledna situacija
Cadastral situation
Situacija na katastru
Cadastral survey situation
Situacija na katastarskoj podlozi
Geodetic survey of the terrain
Geodetski snimak terena
Longitudinal profile
Uzdužni profil
Access path layout
Tlocrt pristupnog puta
Normal side profile
Normalni poprečni profili
Side profile
Poprečni profili
PROJECT NUMBER:
BROJ PROJEKTA:
GENERAL DOCUMENTATION
OPĆA DOKUMENTACIJA
PHASE:
FAZA:
QUALITY ASSURANCE AND QUALITY CONTROL PROGRAMME
PROGRAM KONTROLE I OSIGURANJA KVALITETE
GENERAL
OPĆENITO
APPLIED REGULATIONS
PRIMIJENJENI PROPISI
MATERIALS AND EQUIPMENT
MATERIJALI I OPREMA
DOCUMENTATION
DOKUMENTACIJA
PROJECT ASSIGNMENT
PROJEKTNI ZADATAK
TECHNICAL DESCRIPTION
TEHNIČKI OPIS
CURRENT CONDITION
POSTOJEĆE STANJE
STUDY ON OCCUPATIONAL SAFETY - CIVIL ENGINEERING PART
ELABORAT ZAŠTITE NA RADU - GRAĐEVINSKI DIO
STUDY ON OCCUPATIONAL SAFETY - ELECTRICAL AND LIGHTNING PROTECTION INSTALLATIONS
ELABORAT ZAŠTITE NA RADU - ELEKTRIČNE I GROMOBRANSKE INSTALACIJE
STUDY ON OCCUPATIONAL SAFETY - MECHANICAL INSTALLATIONS
ELABORAT ZAŠTITE NA RADU - STROJARSKE INSTALACIJE
EXTRACT FROM COURT REGISTER
IZVOD IZ SUDSKOG REGISTRA
Bjelovar, January 2012
Bjelovar, siječanj 2012. godine
Bjelovar, January 2012
Bjelovar, siječanji 2012. godine
- main supply pipeline for the "Danica" industrial park
- glavni opskrbni cjevovod za industrijsku zonu „Danica“
p.
str.
The number of connections also increased in the area of Koprivnički Bregi, Koprivnički Ivanec, Hlebine and Rasinja municipalities.
Broj priključaka povećao se i na području općina Koprivnički Bregi, Koprivnički Ivanec, Hlebine i Rasinja.
It was not until recently that a water supply infrastructure was built in the Sokolovac municipality as well.
Tek u novije vrijeme, izgrađuje se vodoopskrbna infrastruktura i na području općine Sokolovac.
The project complies with acts and other regulations and special requirements as follows:
Ovaj projekt je usklađen sa zakonima, drugim propisima i posebnim uvijetima kako slijedi:
1. Standardisation Act (Official Gazette no.
1.Zakon o normizaciji ( N.N. br.
2. Public Roads Act (Official Gazette no.
2.Zakon o javnim cestama ( N.N. br.
APPLIED REGULATIONS AND STANDARDS
PRIMJENJENI PROPISI I STANDARDI
The total length of the water supply network amounts to approximately 450 km. It is built from PVC pipe material (22%), PE material (60.5%), cast iron material (10.3%) and unknown material (7.2%), with the dimensions from Ø 400 mm to Ø 50 mm.
Ukupna dužina vodoopskrbne mreže iznosi oko 450 km, izvedena od PVC cijevnog materijala (22% ), PE materijala (60,5 %), lijevano željeznog materijala (10.3% ) i nepoznato (7,2 %) s dimenzijama od Ø 400 mm do Ø 50 mm.
Approximately 2,900,000 m3 of water are delivered annually.
Godišnje se isporuči oko 2.900.000 m3 vode.
The operation and maintenance of the "Koprivnica" water supply system is performed by the "Komunalac" d.o.o. utility company from the city of Koprivnica.
Pogon i održavanje vodoopskrbnog sustava “Koprivnica” obavlja gradsko komunalno poduzeće „Komunalac“ d.o.o. iz Koprivnice.
The subject of the Main project is the construction of new main supply pipelines from the designed "Main water supply system Koprivnica - Botovo - Šoderica - Gotalovo, Stage 1 - section Koprivnica - Drnje with the connection to the main water supply system Drnje - Torčec - Đelekovec (“PROSTOR“ d.o.o., Bjelovar, T.D.
Predmet ovog Glavnog projekta je izgradnja novih glavnih opskrbnih cjevovoda od projektiranog „Magistralnog vodovoda Koprivnica - Botovo - Šoderica - Gotalovo, Etapa 1 - dionica Koprivnica - Drnje s spojem na magistralni vodovod Drnje - Torčec - Đelekovec (“PROSTOR“ d.o.o., Bjelovar, T.D.
171/08, June 2010) to the "Danica" industrial park.
171/08, lipanj 2010. god.) do Industrujske zone „Danica“.
The position of the newly designed pipeline route is consistent with the existing public utility installations.
Položaj trase novoprojektiranog cjevovoda usaglašen je s ostalim postojećim komunalnim instalacijama
and by the Hrvatski Telekom d.o.o. company on the position of telecommunications installations.
Koprivnica i o položaju TK instalacija od Hrvatskog Telekoma d.o.o.
The area concerned belongs to the first water supply zone of the city of Koprivnica, with the overflow point of the "Močile" reference water reservoir at 193.00 meters above sea level.
Predmetno područje pripada prvoj vodoopskrbnoj zoni grada Koprivnice, sa kotom preljeva referentne vodospreme „Močile“ 193.00 m.n.m.
The following pipelines have been installed today in the area concerned:
Na promatranom području danas su položeni slijedeći cjevovodi:
The route continues from this point towards the east, along the north side of the street (county road Ž 2140).
Trasa se od tog mjesta nastavlja prema istoku sa sjeverne strane ulice (županijska cesta Ž 2140).
Within the industrial park the pipeline route is laid along the north side of the central road in the east-west direction, and at the west end the pipeline is connected to the designed Ø 400-mm main water supply system built from ductile casting, i.e. to the FF piece outside the valve chamber which forms an integral part of the designed main water supply system.
Unutar industrijske zone trasa cjevovoda je položena sa sjeverne strane centralne prometnice u smjeru istok zapad, a na zapadnom kraju je cjevovod priključen na projektirani magistralni vodovod od duktilnog lijeva Ø 400 mm odnosno na FF komad izvan zasunske komore koja je sastavni dio projektiranog magistralnog vodovoda.
From the central pipeline, a DN 315-mm C3 PEHD pipeline stretching towards the north is anticipated on the west side of the local road, and it is also connected to the designed DN 315-mm PEHD main water supply system at its end, as well as a shorter DN 225-mm C2 PEHD pipeline towards the south that is connected to the existing Ø 200 mm pipeline.
Od ovog centralnog cjevovoda predviđen je i cjevovod C3 PEHD DN 315 mm prema sjeveru sa zapadne strane lokalne prometnice koji se također na svom kraju priključuje na projektirani magistralni vodovod PEHD DN 315 mm, te kraći cjevovod prema jugu C2 PEHD DN 225 mm koji se spaja na postojeći cjevovod Ø 200 mm.
It is also necessary to reconnect certain consumers who were connected to the existing DN 315-mm PVC pipeline to the newly designed water supply pipelines because the former will be abolished with the construction of new pipelines.
Na novo projektirane vodoopskrbne cjevovode potrebno je prespojiti i pojedine potrošače koji su bili priključeni na postojeći PVC cjevovod DN 315 mm koji se izgradnjom novih cjevovoda ukida.
The connection to certain consumers is performed from DN 225-mm PEHD.
Priključak na pojedine potrošače se izvodi iz PEHD DN 225 mm.
Along their route, the designed pipelines cross the railway track (industrial track for the "Danica" zone) at four points. The passages under the track are to be performed by drilling, and the water supply pipe will be laid within the protective steel pipe.
Na svojoj trasi projektirani cjevovodi se na četri mjesta križaju sa željezničkom prugom (industrijskim kolosjekom za zonu „Danica“) Prolazi ispod pruge predviđeni su da se izvedu bušenjem, a provodna vodoopskrbna cijev će biti položena u zaštitnoj cijevi od čelika.
The valve chambers and BAIO connections are the following:
Te zasunske komore i BAIO spojevi su slijedeći:
by drilling
bušenjem
DN 315-mm C1 PEHD pipeline from the chainage of 0+492.13 to the chainage of 0+514.74.
Cjevovod C1 PEHD DN 315 mm od stacionaže 0+492.13 do stacionaže 0+514.74.
Protective steel pipe, ∅508 mm, d=6.3 mm, L=23000 mm.
Zaštitna čelična cijev ∅508 mm, d=6.3 mm, L=23000 mm.
Passage under the railway track.
Prolaz ispod željezničke pruge.
Valve chamber ZK1 - on the DN 315-mm C1 pipeline at the 0+492.13 chainage on the north side of the Ivana Česmičkog Street (county road Ž 2140), next to the railway track.
Zasunska komora ZK1 - nalazi se na cjevovodu C1 DN 315 mm u stacionaži 0+492.13 sa sjeverne strane ulice Ivana Česmičkog (županijska cesta Ž 2140), pored željezničke pruge.
Valve chamber ZK2 - on the DN 315-mm C1 pipeline at the 0+514.74 chainage on the north side of the Ivana Česmičkog Street (county road Ž 2140), next to the railway track.
Zasunska komora ZK2 - nalazi se na cjevovodu C1 DN 315 mm u stacionaži 0+514.74 sa sjeverne strane ulice Ivana Česmičkog (županijska cesta Ž 2140), pored željezničke pruge.
Valve chamber ZK3 - on the DN 315-mm C1 pipeline at the 0+670.49 chainage at the intersection of the Ivana Česmičkog Street (county road Ž 2140) and the Čelekovečka Road (county road Ž 2090), on its north-west part.
Zasunska komora ZK3 - nalazi se na cjevovodu C1 DN 315 mm u stacionaži 0+670.49 na križanju ulice Ivana Česmičkog (županijska cesta Ž 2140) sa Đelekovečkom cestom (županijska cesta Ž 2090) i to na sjeverozapadnom dijelu.
Valve chamber ZK4 - on the DN 315-mm C1 pipeline at the 1+463.90 chainage at the intersection of two local roads, on its north-west part next to the railway track.
Zasunska komora ZK4 - nalazi se na cjevovodu C1 DN 315 mm u stacionaži 1+463.90 na križanju dviju lokalnih cesta i to na sjeverozapadnoj strani, pored željezničke pruge.
Valve chamber ZK5 - on the DN 315-mm C1 pipeline at the 1+487.82 chainage on the north side of the local road, next to the railway track.
Zasunska komora ZK5 - nalazi se na cjevovodu C1 DN 315 mm u stacionaži 1+487.82, sa sjeverne strane lokalne ceste, pored željezničke pruge.
Valve chamber ZK6 - on the DN 315-mm C3 pipeline at the 0+266.56 chainage at the connection of the designed pipeline to the existing one, namely on the west side of the local road, next to the railway track.
Zasunska komora ZK6 - nalazi se na cjevovodu C3 DN 315 mm u stacionaži 0+266.56 na mjestu spoja projektiranog cjevovoda sa postojećim i to na zapadnoj strani lokalne ceste, pored željezničke pruge.
Valve chamber ZK7 - on the DN 315-mm C3 pipeline at the 0+495.16 chainage at the intersection of two local roads, on the south-west side next to the railway track.
Zasunska komora ZK7 - nalazi se na cjevovodu C3 DN 315 mm u stacionaži 0+495.16 na križanju dviju lokalnih cesta i to na jugozapadnoj strani, pored željezničke pruge.
Valve chamber ZK8 - on the DN 315-mm C3 pipeline at the 0+517.83 chainage on the south side of the local road, next to the railway track.
Zasunska komora ZK8 - nalazi se na cjevovodu C3 DN 315 mm u stacionaži 0+517.83 na južnoj strani lokalne ceste, pored željezničke pruge.
DN 225-mm PEHD network branch of the DN 315-mm C3 pipeline at the chainage of 0+266.56.
Ogranak PEHD DN 225 mm cjevovoda C3 DN 315 mm u stacionaži 0+266.56.
DN 315-mm C3 PEHD pipeline from the chainage of 0+495.16 to the chainage of 0+517.83.
Cjevovod C3 PEHD DN 315 mm od stacionaže 0+495.16 do stacionaže 0+517.83.
Protective PEHD pipe, DN 450 mm, L=27 m.
Zaštitna cijev od PEHD-a, DN 450 mm, L=27 m.
DN 225-mm PEHD network branch of the C3 pipeline at the chainage of 0+266.56.
Ogranak PEHD DN 225 mm cjevovod C3 u stacionaži 0+266.56.
DIMENSIONING
DIMENZIONIRANJE
The pipelines of DN 315 mm and DN 225 mm profiles have been chosen for the designed water supply pipeline.
Za projektirani vodoopskrbni cjevovod odabrani su cjevovodi cjevovodi profia DN 315 mm i DN 225 mm.
For all network branches towards the existing pipelines, the pipelines of adequate profile have been chosen, in accordance with the existing pipelines, i.e. DN 225 mm.
Za sve ogranke prema postojećim cjevovodima odabrani su cjevovodi odgovarajućeg profila prema postojećim cjevovodima odnosno DN 225 mm.
WBS-OV
HS-OV
Book No.:
Knjiga br.:
Sheet No.:
List br :
GENERAL INFORMATION
OPĆI PODACI
COMPANY ”AKOMA” d.o.o.
TVRTKA ”AKOMA” d.o.o.
licensed architect
ovlašteni inženjer arhitekture
BJELOVAR Director:
BJELOVAR Direktor:
Bjelovar, January 2011
Bjelovar, siječanj 2011.
MECHANICAL Ante Komljenović, graduate mechanical engineer
PROJEKTANT Ante Komljenović, dipl. ing. stroj.
GENERAL DOCUMENTATION3
OPĆA DOKUMENTACIJA3
TECHNICAL DESCRIPTION1
TEHNIČKI OPIS1
QUALITY ASSURANCE AND QUALITY CONTROL PROGRAMME18
PROGRAM KONTROLE I OSIGURANJA KVALITETE18
290/40 c. m.
290/40, k.o.
MAIN PROJECT
GLAVNI PROJEKT
DIRECTOR:
DIREKTOR:
Marica Naglić, graduate civil engineer
Marica Naglić, dipl.ing.građ.
Maja Šantić, graduate architect
Maja Šantić, dipl.ing.arh.
Mile Naglić, electrical engineer
Mile Naglić, ing.el.
ASSOCIATES:
SURADNICI:
Bojana Šantić, graduate architect
Bojana Šantić, dipl. ing. arh.
Tea Tomić, graduate architect
Tea Tomić, dipl. ing. arh.
Deana Brujić - Ilijašević, graduate electrical engineer
Deana Brujić - Ilijašević, dipl.ing.el.
- Business Cooperation Agreement
- Ugovor o poslovnoj suradnji
PROJECT ENGINEER:
PROJEKTANT:
PROJECT licensed architect
STROJARSKOG ovlašteni inženjer arhitekture
ENGINEER:
DIJELA PROJEKTA:
Current condition
Postojeće stanje
D E C I S I O N
R J E Š E N J E
MAJA ŠANTIĆ, graduate architect
MAJA ŠANTIĆ, dipl.ing.arh.
TECHNICAL DOCUMENTATION STAGE
FAZA TEHNIČKE DOKUMENTACIJE:
1 - ARCHITECTURAL-CONSTRUCTION PROJECT
1 - ARHITEKTONSKO - GRAĐEVINSKI PROJEKT
Zagreb, December 2011
Zagreb, prosinac 2011.
reg. no:
ur. broj:
Water booster station Osijek Vojakovački
Hidrostanica Osijek Vojakovački
LOCATION:
LOKACIJA :
c.m.
k.o.
for "Akoma " d.o.o.
za "Akoma " d.o.o.
2.1 TECHNICAL DESCRIPTION
2.1 TEHNIČKI OPIS
PROJECT ENGINEER :
PROJEKTANT :
licensed civil engineer
ovlašteni inženjer građevinarstva
HYDRANTS
HIDRANTI
Surface hydrants are to be installed within the scope of the project.
Projektom je predviđena ugradnja nadzemnih hidranata.
After the latches, it will be necessary to install a piece of DN-90 mm PE-HD pipe onto the branches, whose length will depend on the exact distance between hydrant and pipeline.
Na ogranke će biti potrebno poslije zasuna ugraditi komad PE-HD cijevi DN 90 mm duljine ovisno o točnoj udaljenosti hidranta od cjevovoda.
This distance will depend on the exact position of the hydrant, and it will be determined according to the above mentioned procedure during the construction, depending on the conditions on the site.
Ta udaljenost ovisiti će o točnom smještaju hidranta, a što će se odrediti kao što je naprijed navedeno tijekom izgradnje ovisno o okolnostima na licu mjesta.
These lengths are not specified in the project since they will depend on the conditions on the site.
Te duljine nisu specificirane u projektu obzirom da će to ovisiti o prilikama na terenu.
The hydrants are intended for operating pressure of 10 bars.
Hidranti su predviđeni za radni tlak do 10 bara.
CONSTRUCTION OF WATER SUPPLY NETWORK
IZVEDBA VODOOPSKRBNE MREŽE
PIPELINE CONSTRUCTION
IZVEDBA CJEVOVODA
Komunalac d.o.o. utility company, the water supply network up to DN 110 will be performed using high-density polyethylene PEHD, PE 100, PN 16 S5/SDR 11 for drinking water (DN 90 x 8.2 mm, DN 110 x 10.0 mm) in accordance with HRN EN 12201-2:2003, ISO 4427, and for the profiles larger than DN 110 with minimum quality pipes PEHD, PE 100, PN 10 S8/SDR 17 for drinking water (DN 160 x 9.5 mm, DN 280 x 16.6 mm, DN 315 x 18.7 mm) in accordance with HRN EN 12201-2:2003, ISO 4427.
Komunalca d.o.o. vodovodna mreža do profila DN 110 izvest će se s cijevima od polietilena visoke gustoće PEHD, PE 100, PN 16 S5/SDR 11 za pitku vodu (DN 90 x 8.2 mm, DN 110 x 10.0 mm) sukladno HRN EN 12201-2:2003, ISO 4427, a za profile veće od DN 110 s cijevima minimalne kvalitete PEHD, PE 100, PN 10 S8/SDR 17 za pitku vodu (DN 160 x 9.5 mm, DN 280 x 16.6 mm, DN 315 x 18.7 mm) sukladno HRN EN 12201-2:2003, ISO 4427.
The connection of high-density polyethylene pipes will be performed in the following ways:
Spajanje cijevi od polietilena visoke gustoće vrši se na dva načina:
Detachable joints
Rastavljivi spojevi
Permanent joints
Nerastavljivi spojevi
Permanent joints are achieved by welding pipes.
Nerastavljivi spojevi se postižu zavarivanjem cijevi.
Welding itself can be performed in several ways (hot gas welding, with a heating element, electro couplings etc.)
Samo zavarivanje cijevi je moguće izvesti na nekoliko načina (zavarivanje sa vručim plinom, grijanim elementom, elektrospojnicama i dr.).
Welding must not be performed at the temperatures below +3 degrees and over +30 degrees.
Zavarivanje se nesmije vršiti na temperaturama nižim od +3 stupnja i višim od +30 stupnjeva.
The other end of the pipe has to be closed in order to reduce heating time etc.
Drugi kraj cijevi je potrebno zatvoriti da se smanji vrijeme zagrijavanja i sl.
The pipe has to be left until the connection has cooled, and it must not be subjected to hydraulic pressures for a couple of hours after that (preferably until next day).
Cijev mora mirovati sve dok se spoj ne ohladi, a nesmije se izvrgavati hidrauličkim pritiscima još nekoliko sati nakon toga (najbolje do drugog dana).
According to this project, pipe-to-pipe connections are to be performed by butt welding.
Ovim projektom spajanje cijevi sa cijevi predviđeno je sučeonim zavarivanjem.
This type of welding is performed using a welding machine, consisting of a control unit, clip with two pairs of grippers and a heating plate.
Ovakvo zavarivanje izvodi se pomoću uređaja za zavarivanje, koji se sastoji od kontrolne jedinice, stege s dva para čeljusti, te grijaće ploče.
Water supply pipes are laid into the ground at the depth of approx. 1,5 to 2,5 m.
Vodoopskrbne cijevi polažu se u zemlju na dubini od cca 1.50 -2.50 m.
Sides of the excavation are to be properly braced, and at smaller depths they are to be secured against collapsing.
Bokove iskopa propisno razuprijeti, a kod manjih dubina osigurati od zarušavanja.
Pipes are simultaneously backfilled and compacted from both sides in layers up to 30 cm.
Cijevi se zatrpavaju s obje strane istovremeno u slojevima do 30 cm uz nabijanje.
The pipe backfilling up to 30 cm above the apex is to be performed using a well-graded sand material or a high-quality material from the excavation with round grains up to 15 mm large, in accordance with HRN ENV 1046:2004.
Zatrpavanje cijevi do 30 cm iznad tjemena vršiti sa dobro graduiranim pješčanim materijalom ili kvalitetnim materijalom iz iskopa oblih zrna veličine do 15 mm, sukladno HRN ENV 1046:2004.
Slight changes of pipeline direction are performed by bending the pipes.
Manje promjene pravca cjevovoda izvode se savijanjem cijevi.
The minimum bend radius is (according to the manufacturer's recommendation) 20 D for pipes with operating pressure of 10 bars.
Minimalni radijus savijanja je (prema preporuci proizvođača cijevi) za cijevi za radni tlak od 10 bara 20 D.
More significant changes of pipeline direction are performed using a PEHD bend.
Veće promjene pravca cjevovoda izvode se pomoću PEHD koljena.
Electro fusion welding using electro couplings is intended for the connection of PEHD pipes with PEHD fittings (PEHD bend, PEHD cap, PEHD reduction etc.)
Elektrofuzijskim zavarivanjem pomoću elektrospojnica predviđeno je spajanje PEHD cijevi sa PEHD fazonskim elementima(PEHD koljeno, PEHD kapa, PEHD redukcija i sl.)
Above the pipeline, a warning band with VODOVOD (water supply system) sign is placed into the trench at the depth of 50-60 cm below the terrain level.
Iznad cjevovoda u rov se postavlja traka za upozorenje sa oznakom VODOVOD na dubini 50-60 cm ispod nivoa terena.
Smart RFID system consists of 3 parts:
Smart RFID sistem sastoji se od 3 dijela:
Smart (intelligent) markers
Smart (Inteligentan ) markera, 2.
2 Locator (indicator) and SMART markers
Lokatora (Pokazivača) i SMART markera, 3.
3 Software data for PC.
Sofver podataka za PC.
It is important to mark all these points using SMART markers.
Važno je da se te točke obilježe pomoću SMART markera.
The exact location of each SMART marker has to be entered into the underground network documentation, including their ID numbers. SMART markers also need to be loaded into the locator's memory whose task is to locate each SMART marker.
Točna lokacija svakog SMART markera mora biti unešena u u dokumentaciju podzemne mreže uključujući i njegov ID-identifikacijski broj, te SMART markeri moraju biti učitani u memoriju lokatora čiji je zadatak da locira svaki SMART marker.
Metal objects must not be closer than 25 cm from the marker.
Metalni predmeti ne smiju biti u blizini od najmanje 25 cm od markera.
Maximum distance between 2 markers in straight line of the underground network is 50 m.
Maksimalna udaljenost između 2 markera u ravnom pravcu podzemne mreže je 50 m.
The passage of the pipeline under the railway track is to be performed by drilling, with simultaneous insertion of a protective steel pipe.
Prelazak cjevovoda ispod željezničke pruge predviđen je bušenjem uz istovremeno utiskivanje zaštitne čelične cijevi.
508 mm for a DN 315, 368 mm for a DN 225 pipe.
508 mm za DN 315, 368 mm za cijev DN 225.
For the purposes of the investor the infrastructural construction - water booster station in Osijek Vojakovački 48260 Križevci on c.p.
Za potrebe investitora izvesti će se infrastrukturna građevina - hidrostanica u Osijeku Vojakovačkom 48260 Križevci na k.č.br.
Osijek Vojakovački will be constructed.
Osijek Vojakovački.
Reinforced concrete walls of the underground floor will be insulated from the outside by means of vertical waterproofing with PVC foil, on which PVC boards of a cork structure are laid.
Armiranobetonski zidovi podzemne etaže izolirati će se sa vanjske strane vertikalnom hidroizolacijom od PVC folije, na koju se polažu zaštitne PVC ploče čepaste strukture.