natgillin/translations-raw huggingface dataset:
For fixing stone slabs of the vertical lining stainless steel metal coupling means shall be used (brackets/anchors) that must be statically calculated to carry the entire weight of the slabs.
Za užvršćenje kamenih ploča vertikalne obloge treba upotijebiti metalna spojna sredstva (nosače / sidra) koja moraju biti statički proračunata da nose cijelu težinu ploča i izrađena od nehrđajućeg metala.
Holes in walls for installation of beams are produced by machine and must be cleaned and rinsed before installation.
Rupe u zidovima za ugrađivanje nosača izrađuju se strojno, a prije ugrađivanja moraju se očistiti i isprati.
No residues (lime, plaster, putty, stone dust or other material) may be thrown into the sewer.
Sve ostatke (vapno, gips, kit, kamena prašina ili drugi materijal) zabranjeno je bacati u kanalizaciju.
Selected stone is certified for:
Izabrani kamen atestira se na:
- absorption of moisture,
- upijanje vlage,
- specific gravity volume,
- zapreminsku specifičnu težinu,
- degree of porosity and density,
- poroznost i stupanj gustoće,
- resistance to frost,
- postojanost na mraz,
- wear.
- habanje.
During the works he shall check the quality of processing.
Tokom radova provjeravati kakvoću obrade.
It is necessary to prepare the samples for all works and submit them to the project engineer for review and approval.
Za sve radove potrebno je izraditi uzorke te ih dostaviti projektantu na uvid i odobrenje.
All materials to be used, as well as auxiliary materials, labour and extra work must meet the standards, regulations and technical requirements and rules of good craftsmanship in all aspects.
Sav materijal koji će se upotrijebiti, kao i pomoćni materijal, rad i pomoćni rad mora u svemu odgovarati standardima, propisima i tehničkim uvjetima i pravilima dobrog zanata.
For all types of painting works substrates must be clean of dust and other dirt, such as resins, oils, grease, grime, soot, tar, cement, mortar, etc.
Za sve vrste soboslikarsko-ličilačkih radova podloge moraju biti čiste od prašine i druge prljavštine kao što su: smole, ulja, masti, čađa, gar, bitumen, cement, mort i dr.
The inner walls of the premises are first straightened and made smooth with special lining that must adjoin the surface and after drying form a solid base for painting with dispersive colours.
Unutarnji zidovi prostorija prvo se izravnavaju, gletaju specijalnim postavama koje moraju dobro prilijegati na podlogu i nakon sušenja tvoriti vrlo čvrstu podlogu za bojanje disperzivnim bojama.
External painting works may not be undertaken during bad weather, which could harm the quality of work (e.g., cold, precipitation, fog, strong winds, etc.).
Vanjski ličilački radovi ne smiju se izvoditi po lošem vremenu, koje bi moglo štetiti kvaliteti radova (npr. hladnoća, oborine, magla, jak vjetar i sl.).
It is forbidden to dispose of sewerage and sanitation devices, remains of paint, lime, plaster, filling and other materials.
Zabranjeno je bacati u kanalizaciju i sanitarne uređaje ostatke boje, vapna, gipsa, kita i drugog materijala.
Painting of interior walls is performed in the following order:
Ličenje unutarnjih zidova izvodi se slijedećim redoslijedom:
1. impregnation - penetrating coating of the substrate for consolidation, 2. filling and closing of individual holes,
1. impregnacija - penetrirajući premaz podloge radi konsolidacije, 2. kitanje i zatvaranje pojedinačnih rupa,
3. smoothing - coating the entire surface with painting kit, 4. polishing and dusting, 5. two-fold or three-fold painting - applying the paint with brushes, rollers or spraying.
3. gletanje - prevlačenje cijele površine ličilačkim kitom, 4. brušenje i otprašivanje, 5. dvokratno ili trokratno ličenje - nanošenje boje četkama, valjcima ili prskanjem.
Locksmithery is painted in the following stages:
Bravarija se liči u slijedećim fazama:
1. cleaning (mechanical - sand blasting or by means of acids), 2. underlying coating 3. final coating
1. čišćenje (mehaničko - pjeskarenje ili kiselinama), 2. temeljni nalič3. završni nalič
Calculation:
Obračun:
Surfaces of the walls are calculated without deduction of holes smaller than 3m2; opening bigger than 3m2 are not included, but moldings are calculated separately by m 'and m2.
Površine zidova obračunavaju se bez odbijanja otvora manjih od 3m2, a otvori veći od 3m2 odbijaju se, ali se posebno obračunavaju špalete i to m' i za m2.
The price of an items includes all the necessary preparatory work to be performed on RC walls and joint walls made of brick and RC
U cijeni stavke su sve potrebne predradnje koje je potrebno izvršiti na AB zidovima i spojnim zidovima cigle i AB.
STANDARDS FOR MATERIALS FOR CONCRETE AND REINFORCED CONCRETE WORKS
NORMATIVI ZA MATERIJALE ZA BETONSKE I ARM.BETONSKE RADOVE
natural aggregateHRN B.B2.009
prirodni agregatHRN B.B2.009
separated aggregateB.B2.010 sandB.B5.030 cementB.C1.011
separirani agregatB.B2.010 pijesakB.B5.030 cementB.C1.011
non-reinforced concrete U.M1.010-014 light concreteU.M1.050 transported concreteU.M1.045
nearmirani beton U.M1.010-014 laki betonU.M1.050 transportirani betonU.M1.045
STANDARDS FOR MATERIALS FOR REINFORCEMENT WORKS
NORMATIVI ZA MATERIJALE ZA ARMIRAČKE RADOVE
concrete steelHRN C.K6.020 welding of rodsC.K6.020 welded. reinf. meshU.M1.091 bi-reinforcementU.M1.092
betonski čelikHRN C.K6.020 zavarivanje šipkiC.K6.020 zavarene arm.mrežeU.M1.091 bi armaturaU.M1.092
STANDARDS FOR MATERIALS FOR MASONRY WORKS
NORMATIVI ZA MATERIJALE ZA ZIDARSKE RADOVE
plasterHRN B.C1.030
gipsHRN B.C1.030
refractory mortar B.D6.430 filled clay bricksB.D1.011 hollow clay bricksB.D1.015
mort vatrostalni B.D6.430 pune opeke od glineB.D1.011 šuplje opeke od glineB.D1.015
hollow façade bricks and clay blocksB.D1.014 exhaust piping B.D8.320
šuplje fasadne opeke i blokovi od glineB.D1.014 dimovodne cijevi B.D8.320
ceramic piping B.D1.200-245 asbestos ce. piping B.C4.011
keramičke cijevi B.D1.200-245 azbest ce.cijevi B.C4.011
STANDARDS FOR MATERIALS FOR HYDRO-INSULATION
NORMATIVI ZA MATERIJALE ZA HIDROIZOLACIJU
roof pasteboardsHRN U.M3.220 U.M3.221-225
krovne ljepenkeHRN U.M3.220 U.M3.221-225
bitumen strips U.M3.226 U.M3.232
bitumenske trake U.M3.226 U.M3.232
resitol - cold coating U.M3.240
resitol - hladni premaz U.M3.240
bitusol - hot mass U.M3.244
bituzol - vruće mase U.M3.244
bit.strips with alu. foil U.M3.230
bit.trake sa alu folijom U.M3.230
glass-fibre fleece U.M3.231
voalbit U.M3.231
bit.strips with a glass-fibre fleece insert U.M3.231
bit.trake s uloškom staklenog voala U.M3.231
bit.strips with a glass fabric insert U.M3.234
bit.trake s uloškom od staklene tkanine U.M3.234
STANDARDS FOR MATERIALS FOR THERMAL INSULATION
NORMATIVI ZA MATERIJALE ZA TOPLINSKU IZOLACIJU
mineral wool HRN U.M9.015 phenolic resin foam G.C1.320 OKIPOR G.C1.201
mineralna vuna HRN U.M9.015 porofen G.C1.320 OKIPOR G.C1.201
STANDARDS FOR METAL DOORCASES HRN U.N6.020
NORMATIVI ZA METALNE DOVRATNIKE HRN U.N6.020
STANDARDS FOR ASSEMBLY RC WORKS
NORMATIVI ZA MONTAŽNE ARM.BETONSKE RADOVE
concrete blocks HRN U.N1.011 concrete door lintelsU.N1.101 concrete window lintelsU.N1.111 staircasesU.N1.201
betonski blokovi HRN U.N1.011 betonski nadvratniciU.N1.101 betonski nadprozorniciU.N1.111 stubištaU.N1.201
STANDARDS FOR CARPENTRY WORKS HRN D.E1.001.-D.E1.192
NORMATIVI ZA STOLARSKE RADOVE HRN D.E1.001.-D.E1.192
testing D.E8.193-D.E8.235 hardwarem.k3.010-m.k3.323 veneer, panels, plywoodD.C5.001-D.C5.044
ispitivanje D.E8.193-D.E8.235 okovm.k3.010-m.k3.323 furnir, ploče, ivericeD.C5.001-D.C5.044
general constr. steels HRN C.B0.500 round hot rolled steelsC.B3.021 square hot rolled steelsC.B3.024 flat hot rolled steelsC.B3.025 wide flat hot rolled steelsC.B3.030 drawn steelsC.B3.402 steel sheet-metalC.B4.110-112 hot rolled ribbed sheet-metalC.B4.114 mechanical testing of metalsC.A4.001 assembly and testing of chem.
opće građ. čelici HRN C.B0.500 okrugli čelici vruće valjaniC.B3.021 kvadratni čelici, vruće valjaniC.B3.024 plosnati čelici, vruće valjaniC.B3.025 široki pl.čelici vruće valjaniC.B3.030 vučeni čeliciC.B3.402 čelični limoviC.B4.110-112 toplo valjani rebrasti limC.B4.114 mehanička ispitivanja kovinaC.A4.001 montaža i ispitivanje kem.
C.A1.041 composition of steel and ironC.A1.010 welding of metalsC.T3.001
C.A1.041 sastava čelika i željezaC.A1.010 zavarivanja kovinaC.T3.001
quality assurance of welding works C.T3.071
osiguranje kakvoće zavarivačkih radova C.T3.071
alu. casting alloys C.V2.300 C.C3.200 C.04.
alu legure za lijevanje C.V2.300 C.C3.200 C.04.
glass B.E8.092 flat glass B.E1.011
staklo B.E8.092 staklo ravno B.E1.011
reinforced glass B.E1.080 safety glass B.E3.701 furrowed and ornamental glass B.E1.050 glazing filling H.C6.050
staklo armirano B.E1.080 staklo sigurnosno B.E3.701 staklo brazdasto i ornament B.E1.050 staklarski kit H.C6.050
wall tilesB.D1.300-301 B.D1.334-335
zidne pločiceB.D1.300-301 B.D1.334-335
floor tiles B.D1.305-306 B.D1.310 i 320
podne pločice B.D1.305-306 B.D1.310 i 320
paints and varnishesH.C1.001-027 H.C8.030-100
boje i lakoviH.C1.001-027 H.C8.030-100
red lead H.C1.023
olovni minij H.C1.023
zinc chromate H.C1.034
cinkov kromat H.C1.034
OF „KALNIK“ WATER RESERVOIR
VODOSPREME “KALNIK“
contents
sadržaj
Water is supplied to the "Kalnik" water reservoir from the "Vratno" water reservoir by two pumps of capacity Q = 5.0 l/s, of boosting height H = 180 m, which operate in the working - spare regime.
Voda se u vodospremu „Kalnik“ dobavlja iz vodospreme „Vratno“ pomoću dvije crpke kapaciteta Q = 5,0 l/s, visine dizanja H = 180 m, koje rade u režimu radna - rezervna.
The underground part of the building is isolated from the outside with waterproofing in two layers of reinforced fibreglass mesh, protected with a brick lining.
Podzemni dio građevine je izvana izoliran hidroizolacijom u dva sloja armiranom staklenom mrežicom, te zaštićenom oblogom od opeke.
All waste water from the structure will be connected to the infiltration structure through a control pit, or in bottomless concrete shaft, located over the infiltration structure.
Sve otpadne vode građevine će se priključiti preko kontrolnog okna u infiltracijsku građevinu, odnosno u betonsko okno bez dna, izvedeno iznad infiltracijske građevine.
Couplings of external locksmithery and wall with wet process is sealed with additional flashing after applying the mortar and permanently with elastic fillings, and during the dry process with bituminous sponge (bitrax) and permanently elastic fillings.
Spojnica vanjske bravarije i zida s kod mokrog postupka brtvi dodatnim opšavom nakon izvedbe žbuke i trajno elastičnim kitovima, a kod suhog postupka bitumeniziranom spužvom (bitrax) i trajno elastičnim kitovima.
When calculating painting works on carpentry and locksmithery solid surface openings and flashings are calculated without deducting glass surfaces.
Kod obračuna ličilačkih radova na stolariji i bravariji obračunavaju se pune površine otvora i opšava i to bez odbijanja površine stakla.
The duty of the contractor is to determine the true composition of the soil, its category and whether it deviates from the geotechnical studies and/or construction project, notify the project engineer and the supervising engineer.
Dužnost je izvođača da utvrdi pravi sastav tla, odnosno njegovu kategoriju i ukoliko odstupa od geotehničkog elaborata i/ili projekta konstrukcije, obavijestiti projektanta i nadzornog inženjera.
Mirko Pretula, graduate rural engineer
Mirko Pretula, dipl.ing.k.t.
Bjelovar, January 2012 Project engineer:
Bjelovar, siječanj 2012. godine Projektant:
The deck construction - the ceiling above the ground floor will be constructed as a full reinforced concrete slab of thickness d=20 cm of C 25/30 concrete, reinforced with Q-378 reinforcement in the lower zone, B500B quality class, all according to the static calculation.
Međukatna konstrukcija - strop iznad prizemlja izvesti će se kao puna armiranobetonska ploča debljine d=20 cm iz betona C 25/30, armirana armaturom Q-378 u donjoj zoni, kvalitete B500B, sve prema statičkom proračunu.
Basement slab made of reinforced concrete should be reinforced with Q-378 grid in the lower and the upper zone.
Armiranobetonsku ploču podruma armirati mrežom Q-378 u donjoj zoni i gornjoj zoni.
Ground floor slab made of reinforced concrete should be reinforced with Q-275 grid in the lower zone.
Armiranobetonsku ploču prizemlja armirati mrežom Q-275 u donjoj zoni.
Constant2.
Stalno2.
Static calculation
Statički proračun
On the wall interfaces (in the corners) additional reinforcement 4Ø12 should be performed.
Na sučeljima zidova (na uglovima) izvesti dodatnu armaturu 4Ø12.
VT of the foundation approx.
VT temelja cca
BASEMENT WALL approx.
ZID PODRUMA cca
Technical documentation number TD 04/2010
Broj tehničke dokumentacijeTD 04/2010
STRUCTURE:
GRAĐEVINA :
CPD:
Z.O.P.:
The structure concerned is of a regular ground plan developed in tune with dimensions 4.91 x 5.09 m, and is classified as one-storey building with an underground floor (Ug+Gf).
Predmetna građevina je pravilnog tlocrtnog oblika razvijenog unutar gabarita dimenzija 4,91 x 5,09 m, a po etažnosti je prizemna sa podzemnom etažom (Po+Pr).
The underground floor is used to accommodate pumps for pressure changes on the projected pipeline and will be done with reinforced concrete walls of d=25 cm on both sides reinforced with Q-257 grids.
Podzemna etaža služi za smještaj crpki u funkciji promjene tlaka na projektiranom cjevovodu, te će se izvesti sa zidovima d=25 cm od armiranog betona armiranima obostrano mrežama Q-257.
The underground floor ground slab of d = 25 cm will be done in reinforced concrete, reinforced with Q-378 grids in the lower and the upper zone.
Podna ploča podzemne etaže d=25 cm izvesti će se od armiranog betona, armiranog mrežama Q-378 u donjoj zoni i gornjoj zoni.
Under this slab, underlying concrete of d=15 cm, class C10/15 will be made, onto which a layer of PVC foil insulation will be placed and connected with vertical wall waterproofing.
Ispod podne ploče podzemne etaže izvesti će se podložni beton d=15 cm klase C10/15, na koji se polaže sloj hidroizolacije od PVC folije i spaja sa vertikalniom hidroizolacijom zidova.
Horizontal and vertical ring beams will be min. 25x25 cm, and will be done with C25/30 concrete and reinforced with reinforcement steel of B500B quality.
Horizontalni i vertikalni serklaži biti će min. dimenzija 25 x 25 cm, a izvesti će se od betona C25/30 i armirati čelikom za armiranje kvalitete B500B.
The roof construction of the structure will be made from coniferous wood of class II strength.
Krovna konstrukcija građevine izvesti će se od crnogoričnog drveta II. klase čvrstoće.
The basic construction has been planned as a system of strip foundations, dimensions 40/40, under the walls of the underground floor and 40/80 under the foundations of the ground floor, all in C25/30 concrete.
Temeljna konstrukcija predviđena je sistemom temeljnih traka dimenzija 40/40 ispod zidova podzemne etaže, te 40/80 ispod temelja prizemlja, sve iz betona C25/30.
All elements of reinforced concrete structure will be made with class C25/30 concrete and reinforced with reinforcement steel of B500B quality.
Svi armiranobetonski elementi građevine izvesti će se od betona klase C25/30 i armirati čelikom za armiranje kvalitete B500B.
Given the application of the Technical Regulations for Concrete Structures (OG
Primjenom Tehničkog propisa za betonske konstrukcije (N.N.
Given the number of floors of the building, ug + gf = 1 <;3 (for ag = 0.20 g), the surface of the horizontal section of bearing walls >; 4% of the building layout area, and the above mentioned classes of compressive strength of materials, the resistance of the building to seismic activity for zone VIII of earthquake activity along the selected class I of control of the production of wall elements I (for non-bearing (partition walls production control class II can be applied) and monitoring performance class B have been met.
Obzirom na katnost zgrade, Po+Pr = 1 <; 3 (za ag = 0,20 g), uz površinu horizontalnog presjeka nosivih zidova >; 4 % tlocrtne površine objekta, te gore navedene razrede tlačne čvrstoće ugrađenih materijala zadovoljena je otpornost zgrade na djelovanje seizmičkih sila za VIII zonu potresnog djelovanja uz odabrani razred I nadzora proizvodnje zidnih elemenata I (za nenosive (pregradne zidove može se primijeniti razred II kontrole proizvodnje) i razred nadzora izvođenja B.
In calculation of the basic structure, the soil bearing capacity of approx.
Kod proračuna temeljne konstrukcije pretpostavljena je nosivost tla od cca.
During the excavation for the foundation it is necessary to call a representative of the geotechnical works contractor to review and determine if the soil characteristics (capacity) are in accordance with the assumed ones by entering them in the building diary and to define possible critical zones in the soil of adverse physical and mechanical properties.
Prilikom vršenja iskopa za temeljenje potrebno je pozvati za kontrolu temeljnog tla predstavnika izvoditelja geomehaničkih radova kako bi pregledao i upisom u građevinski dnevnik utvrdio da li su karakteristike tla (nosivost) u skladu s pretpostavljenima u proračunu te definirale eventualne kritične zone u tlu nepovoljnih fizičko mehaničkih svojstava.
Before concreting the foundations it is necessary to summon a geomechanics engineer or an authorized representative of the executor of the geotechnical site investigation to examine the subsoil and to determine whether the soil meets the expected soil quality levels by entering the findings in the construction diary.
Prije betoniranja temelja potrebno je pozvati geomehaničara, odnosno ovlaštenog predstavnika izvršitelja GEOTEHNIČKIH ISTRAŽNIH RADOVA da pregleda temeljno tlo i upisom u građevinski dnevnik utvrdi da li je tlo u skladu s pretpostavljenom kvalitetom tla.
Before the commencement of the execution it is necessary to make a concrete project.
Prije početka izvedbe potrebno je izraditi projekt betona.
The production control of concrete is performed in the manufacturer's laboratory within the concrete plant for all types of concrete.
Proizvodna kontrola betona provodi se u laboratoriju proizvođača na samoj betonari za sve vrste betona.
In accordance with the Technical Regulations for Concrete Structures (OG 101/05 and 85/06), it is necessary to control all components of concrete:
U skladu s “ Tehničkim propisom za betonske konstrukcije (NN 101/05 i 85/06)), potrebno je kontrolirati sve komponente betona:
The aggregate must meet the quality requirements according to standards (HRN EN 12620:2003 and the standards to which these standards refer to as well as the provisions of Annex D of the Technical Regulations for Concrete Structures).
Agregat mora zadovoljavati uvjete kvalitete prema standardima (HRN EN 12620:2003 i normama na koje te norme upućuju te odredbama Priloga D Tehničkog propisa za betonske konstrukcije).,
water:
voda:
If different water is used, it must meet the requirements of HRN EN 1008:2002 and the standards to which this standard refers.
Ukoliko se koristi drukčija voda, mora udovoljavati prema uvjetima HRN EN 1008:2002 i norme na koje ta norma upućuje.
If admixtures are used in the production of concrete, it must be proven that they meet the requirements according to HRN U.M1.035, HRN EN 934-2 and nRHN EN 934-5 and standards to which these standards refer.
Ukoliko se kod proizvodnje betona koriste i dodaci, mora se dokazati da zadovoljavaju tražene uvjete prema HRN U.M1.035, HRN EN 934-2, odnosno nHRN EN 934-5 i norme na koje te norme upućuju.
Quality control of built-in concrete should be performed by an authorized organization, namely by sampling during concreting of individual structural elements.
Kontrolu kvalitete ugrađenog betona treba vršiti ovlaštena organizacija i to uzimanjem uzoraka pri betoniranju pojedinih konstruktivnih elemenata.
Sampling mode, curing and testing of samples, as well as the number of required samples is determined by the standards HRN EN 12390-1, HRN EN 12390-2 and HRN EN 12390-3.
Način uzimanja , njegovanja i ispitivanja uzoraka te broj potrebnih uzoraka određen je normama HRN EN 12390-1, HRN EN 12390-2 i HRN EN 12390-3.
Before the beginning of concreting it must be entered into record whether the reinforced steel meets the requirements of construction design of the structure in terms of diameter, number and geometry of built-in reinforcing steel.
Prije početka betoniranja mora se zapisnički utvrditi da li montirana armatura zadovoljava glede promjera, broja i geometrije ugrađene armature, a prema izvedbenom projektu konstrukcije.
The reinforcement plant must deliver manufacturers' certificates and confirmation of the plant manager that the certificates relate to the delivered concrete steel to the building site manager.
Armiračnica mora rukovoditelju gradilišta dostaviti ateste proizvođača i potvrdu rukovoditelja armiračnice da se atesti odnose na isporučeni betonski čelik.
III)MASONRY CONSTRUCTION OF THE STRUCTURE
III)ZIDANA KONSTRUKCIJA OBJEKTA
Masonry construction of the structure is performed according to the Technical Regulations for Masonry Constructions (OG
Zidana konstrukcija objekta izvodi se prema Tehničkom propisu za zidane konstrukcije (N.N.
1/07) and all attachments and standards to which this regulation refers, primarily the HRN ENV 1996-1-1:2007 Eurocode 6 series.
1/07) i svim prilozima i normama na koje se ovaj propis poziva prvenstveno norme niza HRN ENV 1996-1-1:2007 Eurokod 6.
Wall elements are manufactured in accordance with standards of series HRN EN 771 (EN 771-1:2005 - brick masonry, etc.).
Zidni elementi proizvode se prema normama niza HRN EN 771 (HRN EN 771-1:2005 - Opečni zidni elementi, i dr.).
For load-bearing structural components - bearing walls class I of production control of wall elements is prescribed, and for non-bearing (partition) walls class II of production control can be applied.
Za nosive konstruktivne elemente - nosive zidove propisuje se razred I kontrole proizvodnje zidnih elemenata a za nenosive (pregradne zidove može se primijeniti razred II kontrole proizvodnje.
Wall construction is performed in all aspects according to the aforementioned regulations and associated standards. Class B is prescribed for implementation control.
Zidna konstrukcija izvodi se u svemu prema spomenutom propisu i pripadajućim normama, a za razred kontrole izvođenja propisuje se razred B.
All built-in materials (masonry, mortar...) must have proof of the requisite quality before installation - test results (proof of usability), which is registered in the construction diary during construction.
Svi ugrađeni materijali (zidni elementi, mort …) moraju prije ugradnje imati dokaz o traženoj kvaliteti - rezultate ispitivanja (dokaz o uporabljivosti), što se upisuje u građevinski dnevnik u tijeku gradnje.
In order to ensure the lifetime of masonry structure (required min.
Kako bi se osigurao vijek trajanja zidane konstrukcije (propisano min.
50 years with compliance with the relevant regulations) it is necessary to carry out regular inspections of construction in intervals depending on the use of the structure (at least every 10 years for buildings of public and housing purpose).
50 godina uz poštivanje predmetnog propisa) potrebno je provoditi redovne preglede konstrukcije u intervalima zavisnim o namjeni građevine ( min. svakih 10 godina za zgrade javne i stambene namjene).
STATIC CALCULATION AND DESIGN
STATIČKI PRORAČUN I DIMENZIONIRANJE
POZ 100 - CEILING CONSTRUCTION ABOVE THE GROUND FLOOR - full reinforced concrete slab
POZ 100 - STROPNA KONSTRUKCIJA IZNAD PRIZEMLJA - puna AB ploča
Element exposure class
Razred izloženosti elemenata
Actual length of the bearing beam on the slope Lks:
Stvar. duž nosača po kosini Lks:
POZ 100 (slab above the ground floor ) should be reinforced with Q-378 grids in the lower zone.
POZ 100 (ploču iznad prizemlja ) armirati mrežama Q-378 u donjoj zoni.
POZ 101 AND 102 LINTELS 25/30 cm concrete C25/30 reinforcement B500B
POZ 101 I 102 NADVOJI 25/30 cm beton C25/30 armatura B500B
Lintels should be constructively reinforced with 3Ø12 in the lower zone and 2Ø12 in the upper zone.
Nadvoje armirati konstruktivno s 3Ø12 u donjoj zoni i 2Ø12 u gornjoj zoni.
Horizontal ring beams should be constructively reinforced with 2Ø12 in the lower and the upper zone.
Horizontalne serklaže armirati konstruktivno s 2Ø12 u donjoj zoni i gornjoj zoni.