natgillin/translations-raw huggingface dataset:
capping layer needs to be specially tested in shoulder area every 200m for Sz or Ms minimum, single determining of the material grain size distribution at 6000m
posebno ispitivati posteljicu u zoni bankine na svakih 200m na Sz ili Ms minimum jedno određivanje granulometrijskog sastava materijala na 6000m
Grain size distribution of the capping layer material is tested at least every 1000 m2.
Granulometrijski sastav materijala iz posteljice ispituje se najmanje na svakih 1000 m2.
Includes determining of a compaction level in relation to Standard Proctor Compaction Test (SZ) at least every 500 m2 and determining compression modulus=Ms by a method using a circular slab Φ30cm, at least every 500 m2 of the capping layer.
Obuhvaća određivanje stupnja zbijenosti u odnosu na standardni Proctorov postupak (SZ) najmanje na svakih 500 m2 i određivanje modula stišljivosti=Ms kružnom pločom Φ30cm, najmanje na svakih 500 m2 posteljice.
determining of a compaction level in relation to Standard Proctor Compaction Test (Sz) or by determining the compression modulus (Ms) using circular slab Φ30cm, at least per every 1000m2 of each layer of the embankment;
određivanje stupnja zbijenosti u odnosu na standardni Proctorov postupak (Sz) ili određivanjem modula stišljivosti (Ms) kružnom pločom Φ30cm najmanje na svakih 1000m2 svakog sloja nasipa;
determining the compression modulus (Ms) using circular slab Φ30cm, at least per every 1000m2 of the capping layer;
određivanje modula stišljivosti (Ms) kružnom pločom Φ30cm najmanje jedno određivanje na svakih 1000m2 posteljice;
Compaction shall be tested using Standard Proctor Compaction Test (Sz) at least every 500m², compression modulus (Ms) tested using circular slab 30cm in diameter Ms>; 40 Mpa.
Zbijenost se ispituje standardnim Proctorovim postupkom (Sz) najmanje na svakih 500m², modul stišljivosti (Ms) kružnom pločom promjera 30,0 cm, Ms>; 40 Mpa.
one determination of a compaction level at 500 m2
jedno određivanje stupnja zbijenosti na 500 m2
one determination of compression modulus at 500 m2
jedno određivanje modula stišljivosti na 500 m2
one determination of a grain size distribution of capping layer material at 2000 m2
jedno određivanje granulometrijskog sastava materijala posteljice na 2000 m2
Transverse and longitudinal slopes of the capping layer must adhere to the project.
Poprečni i uzdužni nagibi posteljice moraju biti prema projektu.
Constructed capping layer level is proved using a level book.
Visina izrađene posteljice dokazuje se nivelmanskim zapisnikom.
Levelness testing as well as the capping layer crossfall testing shall be done, in this specific case, for every 25 m.
Ispitivanje ravnosti kao i poprečnog pada posteljice obavlja se u konkretnom slučaju na svakih 25,0 m.
Physical -mechanical and mineral- petrographic properties of grains:
Fizičko-mehaničkih i mineraloško-petrografskih svojstava samih zrna:
Grain size distribution for total material:
Granulometrijski sastav ukupnog materijala:
Organic impurities and lightweight pieces content
Udio organskih nečistoća i lakih čestica
The material can be delivered only after the supervisory engineer gives his approval based on documentation on the suitability of the material from a quality control company (suitability report).
S dopremom materijala može se otpočeti tek kada nadzorni inženjer odobri materijal na osnovi dokumentacije o pogodnosti materijala koju je izradilo poduzeće za kontrolu kvalitete (izvješće o pogodnosti).
Control testing of a sub-base is done (ensured) by the client, and it serves as a confirmation of a realised work quality.
Kontrolna ispitivanja podložno-nosivog sloja obavlja (osigurava) naručitelj, a služi kao potvrda postignute kvalitete rada.
Testing includes:
Ta ispitivanja obuhvaćaju:
Control testing needs to be conducted as follows
ispitivanje modula stišljivosti pomoću kružne ploče,
Grain size distribution testing
ispitivanje granulometrijskog sastava,
Control tests needs to be conducted as follows:
Kontrolna ispitivanja treba obavljati na ovaj način:
Prior testing of materials
Prethodno ispitivanje materijala
testing of compaction level with volume indicator at least every 250.0 m2 and
ispitivanjem stupnja zbijenosti volumometrom najmanje na svakih 250,0m2 te
grain size distribution testing for at least every 1000.0 m2
ispitivanjem granulometrijskog sastava na svakih 1000,0m2,
grain size distribution testing for at least every 1000.0 m2,
ispitivanjem granulometrijskog sastava na svakih 1000,0m2,
Determination of compaction level in relation to modified Proctor Compaction Test (Sz)
ispitivanje stupnja zbijenosti u odnosu na modificirani Proctorov postupak,
The contractor has an obligation to maintain the capping layer in a condition it was when taken over by the supervisory engineer.
Izvođač je dužan održavati posteljicu u stanju u kakvom je bila u vrijeme prijema od nadzornog inženjera.
If the capping layer condition deteriorates for any reason, the contractor has an obligation to restore it to a condition that meets the requested requirements and to submit proof to the supervisory engineer.
Ako iz bilo kojeg razloga dođe do pogoršanja stanja posteljice, izvođač ju je dužan ponovno dovesti u stanje koje odgovara traženim zahtjevima i o tome podnijeti dokaze nadzornom inženjeru.
Regulations controlling the quality of materials used for the construction off the sub base:
Propisi po kojima se kontrolira kvaliteta materijala podložnog-nosivog sloja:
Granular material cannot contain more than 0.5% (m/m) of organic matter and lightweight pieces.
Zrnati materijal ne smije sadržavati više od 0,5% (m/m) organskih tvari i lakih čestica.
layer levelness testing using 4.0m long rod for every cross profile, at the request of supervisory engineer
ispitivanjem ravnosti površine ravnom letvom duljine 4,0m na svakom poprečnom profilu, a na zahtjev nadzornog inženjera.
PAVING USING CONCRETE SLABS
POPLOČENJE BETONSKIM PLOČAMA
As a rule, dimensions from the project are used for calculations, unless changes were made by a supervisory engineer's decree.
Za obračun se uzimaju u pravilu dimenzije iz projekta, ako odredbom nadzornog inženjera nije došlo do nekih izmjena.
During the execution of works, it is necessary to comply with the instructions from the Main project, as well as with the instructions of equipment and device manufacturers.
U toku izvođenja radova potrebno se pridržavati uputa prema navodima iz Glavnog projekta i uputa proizvođača opreme i uređaja.
Pipelines and devices do not pose any special risks, except in the course of commissioning, which should be performed by professional and trained workers.
Svi cjevovodi i uređaji ne predstavljaju posebne opasnosti, osim prilikom puštanja u pogon, a to trebaju raditi stručni i obučene radnici.
In case of a defect on any device or installation, immediately notify a responsible person.
U slučaju kvara na bilo kojem uređaju ili instalaciji smjesta treba pozvati odgovornu osobu.
LOCATION, REMOVAL OF HARMFUL WASTE, ROADS, WORKING
GRAĐEVINE, ODSTRANJIVANJE ŠTETNIH OTPADAKA, PROMETNICE, RADNI
FACILITIES, AUXILLIARY ROOMS AND SIMILAR
PROSTOR, POMOĆNE PROSTORIJE I SLIČNO
In order to protect the people who directly operate the above-mentioned installations, the LAWS, TECHNICAL REGULATIONS and STANDARDS given in the project should be strictly complied with. In addition, the following
Da bi se zaštitili ljudi koji će neposredno rukovati navedenim instalacijama, u potpunosti se treba pridržavati u projektu navedenih ´´ZAKONA´´, ´´TEHNIČKIH PROPISA´´ i ´´STANDARDA´´, a uz to bit će:
Ordinance on general measures and standards of occupational safety for working with tools and devices.
Pravilnik o općim mjerama i normativima zaštite na radu na oruđima za rad i uređajima.
ENVIRONMENTS
OKLIŠU
A/ Ventilation installation
A/ Instalacija ventilacije
B/ Water supply system and sewer installation
B/ Instalacija vodovoda i kanalizacije
The "Osijek Vojakovački" water booster station functions as a safety object and stores the pumping station whose function is to modify pressure at the designed pipeline.
Hidropostaja "Osijek Vojakovački" ima funkciju zaštitnog objekta koji skladišti crpnu stanicu u funkciji promjene tlaka na projektiranom cjevovodu.
The internal water supply installation will be built from plastic polypropylene pipes in accordance with (HRN) G.C6.
Unutarnja vodovodna instalacija izvest će se iz plastičnih polipropilenskih cijevi po (HRN) G.C6.
601, while the installed water supply reinforcement in the water supply network complies with (HRN) M.C5.250-301 and (HRN) M.C5.800-816.
601, dok je ugrađena vodovodna armatura na vodovodnoj mreži (HRN) M.C5.250-301, te (HRN) M.C5.800-816.
After the completion of water supply installation, the entire installation has to be disinfected with agents based on chlorine and rinsed, and a certificate of water quality must be obtained from the authorized institution for sanitary waters.
Nakon završetka vodovodne instalacije kompletnu instalaciju potrebno je dezinficirati sredstvima na bazi klora i isprati, te pribaviti uvjerenje o kvaliteti vode od ovlaštene ustanove za sanitarne vode.
Concrete must cultivate at least 7 days from the date of building or until incorporated concrete does not reach at least 70% of the designed strength.
Beton se mora njegovati najmanje 7 dana od dana ugrađivanja, odnosno dok ugrađeni beton ne postigne barem 70% predviđene čvrstoće.
The finish surface must be left rough if it is not otherwise specified in the description of the item.
Završnu površinu ostaviti hrapavu ako opisom stavke nije drugačije propisano.
Concrete admixtures improve certain characteristics:
Dodaci betonu poboljšavaju pojedine karakteristike:
- accelerate curing and hardening - slow curing and hardening
- ubrzavaju vezanje i očvršćenje - usporavaju vezanje i očvršćenje
- improve resistance to freezing during curing (low temperatures)
- otpornost na smrzavanje tokom vezanja (kod niskih temperatura)
- water impermeability, etc.
- vodonepropustljivost, itd.
When producing concrete and reinforced concrete structures it is necessary to comply with the form work design, reinforcement designs, the static calculation and the instructions of the project engineer-constructor and the supervising engineer.
Kod izrade betonskih i armirano-betonskih konstrukcija treba se pridržavati nacrta oplate, armaturnih nacrta, statičkog proračuna te uputa projektanta-konstruktora i nadzornog inženjera.
Besides the marks of strength, the project may specify special requirements for other concrete properties (wear resistance, water resistance, frost resistance, etc.).
Osim oznake čvrstoće, u projektu se mogu tražiti i posebni zahtjevi za druge karakteristike betona (otpornost protiv habanja, vodonepropusnost, otpornost na mraz itd.).
Sewer installation will be built from PVC sewer pipes in accordance with (HRN) G.C6.501-606.
Kanalizaciona instalacija izvest će se iz PVC kanalizacionih cijevi po (HRN-u) G.C6.501-606.
The minimum quantity of cement required for the production of reinforced concrete is 250 kg/m3 of built-in concrete, and if the concrete is exposed to atmospheric conditions the minimum amount of cement is 300 kg/m3 of built-in concrete.
Najmanja količina cementa za izradu armiranog betona je 250 kg/m3 ugrađenog betona, a ako je beton izložen atmosferskim utjecajima minimalna količina cementa je 300 kg/m3 ugrađenog betona.
The complete sewer installation is to be constructed in a waterproof manner.
Kompletnu instalaciju kanalizacije izvesti u vodonepropusnoj izvedbi.
The amount of water should be such that the concrete may be adequately dense with respect to the conditions of building.
Količina vode treba biti tolika da se s obzirom na uvjete ugrađivanja, beton dobro zbije.
Therefore, it is necessary to constantly control the water-cement factor by measuring and checking the consistency of concrete.
Zbog toga je potrebno stalno kontrolirati vodocementni faktor mjerenjem i provjeravanjem konzistencije betona.
During the construction the contractor shall take concrete test cubes out of each characteristic structure and for each instance of concreting.
Izvođač je dužan tokom gradnje uzimati probne betonske kocke od svake karakteristične konstrukcije i za svako betoniranje.
The process of sampling and testing shall be done according to applicable regulations.
Postupak od uzimanja uzoraka do ispitivanja mora biti prema važećim propisima.
All costs of regular or emergency quality testing of concrete shall be borne by the contractor.
Sve troškove oko redovnog ili izvanrednog ispitivanja kvalitete betona snosi izvođač.
Samples taken in the concrete plant concrete are not relevant because of the possibility that subsequent addition of water for the purposes of transportation has lead to a reduction in strength.
Uzorci betona uzeti u tvornici betona nisu relevantni zbog mogućnosti da se naknadnim dodavanjem vode zbog potrebe transporta smanji čvrstoća.
They must be executed so as to ensure full safety of workers and means of work, as well as the safety of passers-by, traffic, adjacent buildings and the environment.
One moraju biti izvedene tako da se osigura puna sigurnost radnika i sredstava za rad kao i sigurnost prolaznika, prometa, susjednih objekata i okoline.
Testing and issuing of certificate documentation is to be performed by an authorized company.
Ispitivanje i izdavanje atestne dokumentacije treba izvršiti ovlaštena tvrtka.
The form work shall be removed only after the built-in concrete has acquired the required strength, at the order of the supervising engineer.
Oplata se smije skinuti tek pošto ugrađeni beton dobije odgovarajuću čvrstoću, po nalogu nadzornog inženjera.
C/Environment protection
C/ Zaštita okoliša
Stripping should be done carefully so as to avoid damage to the structure, especially to the thin reinforced concrete elements (pegged lintel, bangers, fences, etc.).
Skidanje oplate treba raditi pažljivo da ne bi došlo do oštećenja konstrukcije, a naročito tankih armirano-betonskih elemenata (nadvoja sa zubom, bangera, ograda i sl.).
Harmful environment impacts can arise due to:
Do štetnih utjecaja na oklinu može doći zbog:
Calculation of the amount of concrete is done by volume (m3), of the form work by surface (m2) and of the reinforcement by weight (kg).
Obračun količine betona je zapremninski (m3), oplate u površini (m2), a armature po težini (kg).
Inaccurately dimensioned equipment
Pogrešno dimenzionirane opreme
Unprofessional and inaccurate assembly
Nestručne i pogrešne montaže
Unprofessional and inaccurate use and maintenance
Nestručne i pogrešne upotrebe i održavanja
Sections of the structure are divided into small (up to 0.12 m3 of concrete to m2 or m3 of the structure), medium (up to 0.3 m3/m2 or m3 of the structure) and large (larger than 0.3 m3 of concrete to m2 or m3 of the structure).
Presjeci konstrukcije se dijele na male (do 0,12 m3 betona na m2 ili m3 konstrukcije), srednje (do 0,3 m3/m2 ili m3 konstrukcije) i velike (veći od 0,3 m3 betona na m2 ili m3 konstrukcije).
The beams are calculated by length over the columns.
Grede se računaju i preko stupova po dužini.
Before the implementation of a sub bearing course, a nonwoven geotextile 300g/m² needs to be placed on a restored and designed capping layer.
Na uređenu i isplaniranu posteljicu, prije ugradnje donjeg nosivog sloja treba postaviti netkani geoteksti 300 g/ m2.
Buffer bearing course out of mechanically compacted unbound granular stone material:
Podložni nosivi sloj od mehanički zbijenog nevezanog zrnatog kamenog materijala:
Before delivering materials to construction site, the constructor has an obligation to submit to the client a report by an organization for quality control on suitability of the provided material for the construction of the bearing course.
Prije dopremanja materijala na mjesto ugradnje, izvođač je dužan predati naručitelju izvješće poduzeća za kontrolu kvalitete o pogodnosti predviđenog zrnatog materijala za izradu nosivog sloja.
Final buffer bearing course out of mechanically compacted granular stone material must meet the requirements prescribed by the project:
Završni podložno-nosivi sloj od mehanički sabijenog zrnatog kamenog materijala mora zadovoljiti zahtjeve propisane u projektu.
Lintels are calculated by length of the opening including the lying part.
Nadvoji se računaju u dužini otvora uključujući naležući dio.
Reinforced concrete slabs are calculated from bed to bed, i.e., in the sight range.
Armirano-betonske ploče obračunavaju se od ležaja do ležaja tj. u svijetlom rasponu.
Lighting strike
Udara groma
MASONRY WORKS
ZIDARSKI RADOVI
When calculating the size of the walls, all openings, regardless of size, except for the openings for the passage of pipes are deducted.
Pri obračunu stijena odbijaju se svi otvori, bez obzira na veličinu, osim otvora za prolaz cijevi.
Performance technology and possible breaks in concreting must be done as instructed by the project engineer or the supervisory authority.
Tehnologiju izvedbe te eventualno prekide betoniranja izvesti po uputi projektanta konstruktora, odnosno nadzornog organa.
FLATNESS-is measured using a 4.0 m long measuring rod and the maximum result can be 4.0 mm
RAVNOST-mjeri se letvom dužine 4,0 m i smije iznositi najviše 4,0 mm
When building the walls of structures the contractor must adhere to the following measures:
Prilikom izvođenja zidova zgrada izvođač se mora pridrzavati slijedećih mjera:
The media used in installations are not harmful for the environment, i.e. wastewaters that appear in the pumping station due to the use of sink or possible pipe damage are released into the nearby road ditch, where they are biodegraded.
Mediji koji se koriste u instalacijama neopasni su za okoliš, odnosno otpadne vode koje nastaju u crpnoj stanici uslijed korištenja umivaonika ili od eventualnog oštećenja cijevi ispuštaju se u obližnji cestovni jarak gdje se biorazgrađuju.
D/ Noise protection
D/ Zaštita od buke
Noise within working areas
Buka unutar radnih prostora
Flatness testing on every diagonal profile or according to statistical method of random numbers using a 4.0m long measuring rod, with deviation up to 2.0m
ispitivanje ravnosti na svakom poprečnom profilu ili po statističkoj metodi slučajnih brojeva letvom duljine 4,0m, a odstupanja mogu biti najviše 2,0m
The flatness is measured transversally, longitudinally and diagonally.
Ravnost se mjeri uzdužno, poprečno i dijagonalno.
This layer can be constructed only after the supervisory engineer accepts the capping layer with regard to its flatness, designed slopes, appropriately expressed drainage and requested quality requirements.
Ovaj sloj se može raditi tek kad nadzorni inženjer primi posteljicu u pogledu ravnosti, projektiranih nagiba, pravilno izražene odvodnje i traženih uvjeta kvalitete.
Electric motors on pumps
Elektromotori na pumpama
Flatness of the constructed capping layer must be such that when measured with a 4.0m long measuring rod in any direction deviation cannot exceed 2.0cm in a cohesive material.
Ravnost izrađene posteljice mora biti takva da pri mjerenju letvom dužine 4,0m u bilo kojem pravcu, odstupanje ne smije biti veće od 2,0cm u kohezivnom materijalu.
Construction of a bearing course of mechanically compressed granular stone material
Izrada nosivog sloja od mehanički sabijenog zrnatog kamenog materijala
Noise in open spaces within working and living zones
Buka na otvorenom prostoru unutar radnog i stanarskog pojasa
Vehicles
Vozila
Flatness of the constructed capping layer must be such that when measured, in any direction, using 4.0 m long measuring rod the deviation cannot exceed 2.0 cm in a cohesive material.
Ravnost izrađene posteljice mora biti takva da pri mjerenju letvom dužine 4,0 m u bilo kojem pravcu, odstupanje ne smije biti veće od 2,0 cm u kohezivnm materijalu.
Noise level criteria are prescribed in accordance with DIN 4109, VDI 2058.
Prema DIN 4109, VDI 2058 propisani su kriteriji razine buke.
Course flatness testing using 4.0m long measuring rod.
ispitivanje ravnosti sloja letvom dugom 4,0m.
Sand buffer course
Podložni sloj od pijeska
Quality of materials for individual courses of a pavement structure using fill materials stone and gravel, must meet the requirements according to the following standards:
Kvaliteta materijala za pojedine slojeve kolničke konstrukcije izvedene nasipom kamenog i šljunčanog materijala mora zadovoljiti zahtjeve prema slijedećim standardima:
Type 1 pavement structure was selected, and sizing was done using elaborated diagrams (pavement structure consisting of a final course out of vibrated stone material and bearing course out of unbound crushed basalt material.)
Odabrana je kolnička konstrukcija tipa 1, a dimenzioniranje je obavljeno iz razrađenih dijagrama (kolnička kostrukcija koja se sastoji iz završnog sloja od vibriranog kamenog matrijala i nosivog sloja od nevezanog drobljenog kamenog materijala.)
HYDRO-INSULATION WORKS
HIDROIZOLATERSKI RADOVI
Adopting the thickness of the final course out of vibrated stone material of 10 cm.
Usvaja se debljina završnog sloja od vibriranog kamenog matrijala 10 cm.
Before delivering materials to construction site, the constructor has an obligation to submit to the client a report by an organization for quality control on the benefits of the planned grain material to be used in building new courses, containing:
Prije dopreme materijala na mjesto ugradnje, izvoditelj je dužan predati naručiocu, izvještaj organizacije za kontrolu kvalitete o pogodnosti predviđenog zrnatog materijala za izradu novih slojeva, koja sadrži :
If the capping layer was constructed below the designed elevation it will be amended at the expense of the contractor, using material for the construction of pavement structure sub-courses.
Ako je posteljica načinjena niže od projektirane visine dopunit će se na teret izvođača, materijalom od kojega će se izraditi donji slojevi kolničke konstrukcije.
Motor vehicles and electric motors on pumps will meet the requirements for noise levels given in the Ordinance on highest permissible noise levels in the environments where people work and live (OG no. 145/2004), table 2.
Motorna vozila elektromotori na pumpama će zadovoljiti zahtjeve o nivou buke date u Pravilnikom o najvišim dopuštanim razinama buke u sredini u kojoj ljudi rade i borave (NN br 145/2004.), tablica 2.
- Ordinance on highest permissible noise levels in the environments where people live and
- Pravilnik o najviše dopuštenim razinama buke u sredini u kojoj ljudi borave i
Control that the excavation is done 20-30 cm in depth, at the most, of the planned elevation of the formation subgrade.
Kontrolirati da se iskop vrši najviše do dubine od 20-30 cm projektirane kote planuma donjeg stroja.
After the broad excavation on the access path route, firstly the capping layer needs to be fixed up, which is done by compacting, rolling and fine skimming of the final course of the pavement capping layer.
Nakon širokog iskopa na trasi pristupnog puta, potrebno je prvo urediti posteljicu, što se izvodi nabijanjem, valjanjem i finim planiranjem završnog sloja posteljice kolnika.
In this specific case the capping layer connotes, after the removal of the existing pavement structure, a final course of ordered formation soil of equable bearing up to 50 cm thick, depending on the type of the material.
Pod posteljicom se u konkretnom slučaju podrazumijeva nakon što je uklonjena postojeća kolnička konstrukcija, završni sloj uređenog temeljnog tla ujednačene nosivosti, debljine do 50 cm. ovisno o vrsti materijala.