elka čelična užad

Steel ropes

^eli~na u`ad

KatalogCatalogueH08 03 08 03

SADR@AJ: CONTENTS:

êli~na uàd Steel ropes

1. INTRODUCTION

1.1. GENERAL CHARACTERISTICS OF ROPES

2. ROPE TYPES

3. TECHNICAL CHARACTERISTICS

OF STEEL ROPE

4. ROPE BEHAVIOUR IN APPLICATION

5. ROPE HANDLING

6. ROPE MARKING

7. ROPE APPLICATION

8. ROPE PACKING

9. TABLES

stranica: page:

1. UVOD

1.1. OP]E KARAKTERISTIKE U@ADI

2. TIPOVI U@ADI3. TEHNI^KE KARAKTERISTIKE

ÊLI^NOG U@ETA4. PONA[ANJE U@ETA PRI

NJEGOVOJ UPORABI5. RUKOVANJE U@ETOM6. OZNAÂVANJE U@ADI7. PRIMJENA U@ADI8. PAKIRANJE U@ADI9. TABLICE

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TVORNICA ELEKTRI^NIH KABELA ELECTRIC CABLE WORKS

@ica / Wire

Centralna ̀ ica / Central Wire

Struk / Bunch

Jezgro / Core

Uè / Rope

1. UVOD

1.1. OP]E KARAKTERISTIKE U@ADIPostoji vi{e vrsta uàdi izra|enih od ~eli~ne ìce, a koju susre}emo svakodnevno na raznim mjestima pri razli~itim primjenama. U osnovi svako ~eli~no uè ima dva sklopa.

- struk- jezgra uèta.

Kod uàdi susre}emo slijede}e osnovne pojmove:a) promjerb) konstrukcijac) jezgrad) smjer pouènjae) za{tita

1.1.1. Promjer uètaPod promjerom uèta smatramo promjer opisane kru`nice oko strukova uèta. Odre|ivanje promjera uèta vr{i se mjerenjem dviju najudaljenijih to~aka nasuprotnih strukova (slika 1).

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E L K A d . d . , Po g o n me t a l n a u ` a r i j a , G a ` e n i ~ k a b . b . , H R - 2 3 0 0 0 Z ADAR , CROAT I A , Te l . : ( 0 2 3 ) 3 4 3 7 4 0 , F a x . : ( 0 2 3 ) 3 4 2 2 6 8

1.1.2. Kontrukcija uètaOvisno o primjeni, "ELKA" Metalna uàrija je u mogu}nosti kombinacijom sukanja i pouàvanja ìca istog ili razli~itog promjera u struku i strukova u uè izraditi ista za sve namjene i uporabe. Broj ̀ ica u struku moè biti od 3 do 91, dakako ovisno o primjeni, kao i broj strukova od 3 do 8 za uàd za op}u ili specijalnu namjenu, odnosno od 17 do 36 za dizalice i kranove.

1.1.3. JezgraJezgra uèta ima zadatak da i u najteìm uvjetima uporabe pruà unutarnji otpor strukovima da se ne bi me|usobno dodirivali ~ime se izbjegava habanje ìca u strukovima i deformacija uèta. Za slu~aj da jezgra treba biti samo oslonac strukova (lak{i radni uvjeti ili stati~ka uàd), jezgro je obi~no u pravilu tekstilno. Za teè uvjete rada (pove}ano naprezanje,

0dinami~ki udari ili povi{ena temperatura iznad 90 C), jezgro je obvezatno ~eli~no, bilo izra|eno kao struk ili uè.Sva ugra|ena jezgra su podmazana visokokvalitetnim mastima

0(to~ka kapanja min 115 C), ~ime se pove}ava trajnost uàdi u

1. INTRODUCTION

1.1. GENERAL CHARACTERISTICS OF ROPESThere are several kinds of ropes made of steel wire, which we encounter daily at various places, differently applied. Basically, each steel rope has two sets.

- bunch- rope core.

The following basic notions are connected with ropes:a) diameterb) constructionc) cored) stranding directione) protection

1.1.1. Rope diameterUnder a rope diameter we consider the diameter of a circle circumscribed around the rope bunches. The rope diameter is determined by measurement of two most distant points of opposite bunches (picture 1).

Slika 1. Picture 1.

1.1.2. Rope constructionDepending on application, by combination of twisting and stranding of wires of identical or different diameter within a bunch and bunches into a rope, "ELKA"s Metal Ropes Plant is able to produce those for all application and use areas. Number of wires within a bunch may vary from 3 to 91, depending naturally on its application, whereupon the number of bunches varies from 3 to 8 for ropes of general and special purposes, i.e. 17 to 36 for hoistes and cranes.

1.1.3. CoreThe task of a rope core is to render inner resistance to the strandes even in haviest conditions, so they would not touch each other, preventing thus the wear of the wires within the bunches and the rope deformation. In case that a core is applied only as a support to the bunches (easier working conditions or statical ropes), the core is, as a rule, made of textile. For heavier working conditions (increased strain, dynamic strokes or increased temperature over 90 C), the core is obligatorily made of steel, either as a bunch or a rope.All fitted cores are lubricated by high-quality lubricants (dripping point min. 115 C), increasing thus the applicable

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uporabi, po{to imaju svojstvo samopodmazivanja ̀ ica u struku, a {to se iskazuje povr{inskim pritiskom na isto u pogonu (prijelaz preko kolotura ili namatanje na vitlo).

1.1.4. Smjer pouènja@ice u struku, kao i struk u uètu stvaraju oko osi helikoidu. Duìna jedne pune zavojnice helikoide nazivamo korakom pouènja, a ona je usko vezana uz konstrukciju uèta ovisno o primjeni.U pravilu uàd se proizvodi desno-pouèna - s/Z (gdje je "s" oznaka smjera pouènja ìca u struku, a "Z" smjer pouènja strukova u uètu). To ne zna~i da ne izra|ujemo uàd i s drugim smjerovima pouènja:

- s/Z kri`no desno- z/S kri`no lijevo- z/Z istosmjerno desno- s/S istosmjerno lijevo

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lifetime of ropes, owing to the self-lubrification feature of the wires in the bunch, which is stated through the surface pressure at it during functioning (passing over the pulley or capstan wrapping).

1.1.4. Stranding directionThe wires within a bunch, same as the bunches within a rope, form a helicoide around the axis. The length of one entire helicoidal spiral is called the stranding pitch, which is closely connected with the rope construction, depending on its application.As a rule, the ropes are produced with right-hand stranding - s/Z (with "s" marking the stranding direction of wires within the bunch and "Z" the stranding direction of bunches within the rope). That doesn't mean that we do not produce also the ropes with other stranding directions:

-s/Z reversed right-z/S reversed left-z/S codirectional right-s/S codirectional left

1.1.5. Za{titaZa{tita uèta moè biti:

- fizi~ka (pomo}u masti, ulja ili PVC-om)- kemijska (presvla~enjem ̀ ice cinkom)- kombinirana (fizi~ka i kemijska)

Za op}e namjene upotrebljava se gola uàd (ìce bez kemijske za{tite), a to je uglavnom u rudarstvu, {umarstvu, vodoprivredi i gra|evinarstvu (dizalice). U pomorstvu i ribarstvu upotrebljava se uàd s kemijskom za{titom, koja moè biti "obi~na" ili "jaka". Golu uàd i uàd za ribarstvo za{ti}ujemo i s visokokvalitetnim mastima protiv korozije.Sama za{tita (kemijska, fizi~ka ili kombinirana) ima dvojaki zadatak, tj. {titi uàd od korozije i vr{i podmazivanje tijekom uporabe ~ime se produùje vijek trajanja uèta.

1.1.5. ProtectionPossible rope protections:

- physical (by means of grease, oil or PVC)- chemical (wire coating with zinc)- combined (physical and chemical)

For general applications bare ropes are used (wires without chemical protection), mainly in mining, forestry, water manegement and civil engineering (cranes). In maritime economy and fishing trade, one uses ropes with chemical protection, either as "ordinary" or "strong". Bare ropes and ropes intended for fishing trade are protected also by corrosion preventing high-quality greases.The protection itself (chemical, physical or combined) has a double task, i.e. it protects ropes against corrosion and lubricates it during its use, prolonging thus the lifetime of a rope.

kri`no pouènje

uzdu`no pouènje reversed stranding

longitudinal stranding

Slika 2. Picture 2.




2. TIPOVI U@ADI

U pravilu razlikujemo slijede}e tipove uàdi:- spiralnu ili zavojnu- standardnu (razli~ita helikoida ̀ ica u struku)- specijalna (ista helikoida ̀ ica u struku)- vi{estruko spiralna (nerotiraju}a)- kablirana

2.1. Spiralna uàdOvaj tip uàdi predstavlja najjednostavnije pouènje ìca u jednom ili vi{e slojeva, pouènih u pravilne helikoide raznih kutova i smjerova.

1 x 3 + 0 1 x 7 + 0 1 x 12 + 0 1 x 19 + 0

Ova uàd se u principu koristi kao stati~ka uàd radi svoje male fleksibilnosti, a karakteristika im je velika otpornost na habanje, mala torziona tendencija, veliki stupanj iskori{tenja ra~unske prekidne sile na vlak i mala sposobnost savijanja.

2.2. Standardna uàdKod ovog tipa uèta, ìce su pouène sli~no kao i kod spiralne. Razlika je u tome {to su ìce u struku pouène u pravilne helikoide raznih kutova ali istog smjera.Standardna uàd upotrebljava se kao stati~ka i kao radna. Kao radna koristi se u radu gdje nema u~estalih savijanja i o{trijih pregibanja.Karakteristika ove uàdi je da imaju najmanja svojstva na savijanje (ako posluè kao radna), pove}an promjer za oko 5% u odnosu na uàd sa helikoidom istih kutova u struku. Zbog na~ina pouènja imaju izraziti to~kasti dodir ìca u struku, {to uveliko pove}ava specifi~ni pritisak, {to smanjuje trajnost uà.

2.3. Specijalna uàdKod ovog tipa uèta, ìce u struku su pouène u pravilne helikoide istog kuta i istog smjera, {to zna~i da se ìce me|usobno naslanjaju uzdu`no, ~ime je pove}ana povr{ina dodira, odnosno specifi~ni pritisak smanjen na minimum. Ova uàd se koristi, za razliku od standardne, gdje su pove}ana naprezanja na savijanje, povr{insko habanje vanjskih ìca i pove}an specifi~ni pritisak uslijed prijelaza uèta preko koloturnika ili bubnja za namatanje.Naj~e{}e izvedbe specijalne uàdi su:

- Seale- Warrington- Füller- kombinacija gornjih triju.

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Slika 3. Picture 3.

2. ROPE TYPES

As a rule, we differ the following types of ropes:- spiral or twisted- standard (with different wires helicoide within a bunch)- special (same wires helicoide within a bunch)- manifold spiral (unrotating)- cabled

2.1. Spiral ropesThis type of ropes represents the simplest stranding of wires in one or more layers, stranded in regular helicoides of different angles and directions.

Due to their low flexibility, these ropes are principally used as statical ropes, their main feature being an increased resistivity to wear, small torsion tendency, high grade of utilization of calculated tensile strength and low bending ability.

2.2. Standard ropesBy that type of rope, wires are stranded similarly as by the spiral ones. The difference is in the fact that the wires within a bunch are stranded into regular helicoides of different angles but of same direction.Standard ropes are used as statical and working ropes. As working ropes, they are applied in areas without frequent and severe bending. These ropes feature minimal bending property (if applied as working ropes), increased diameter for approx. 5 % as related to the ropes with the helicoide of identical angles within a bunch. Due to the way of stranding, they have a marked dotted touch of wires within a bunch, which increases considerably the specific pressure and dicreases the lifetime of a rope.

2.3. Special ropesBy that type of rope, the wires within the bunch are stranded into regular helicoides of the same angle and direction, meaning that the wires mutually lean both longitudinally and chemically, increasing thus the touch surface, i.e. the specific pressure is dicreased to a minimum. In distinction from the standard ones, these ropes are used in the areas of increased strains to bending, surface wear of external wires and specific pressure due to the passing of a rope over a pulley or a wrapping drum).Most frequent constructions of special ropes:

- Seale- Warrington- Füller- Combination of the upper three




3. TEHNI^KE KARAKTERISTIKE ÊLI^NOG U@ETA

Pod tehni~kim karakteristikama ~eli~nog uèta podrazu-mijevamo slijede}e:

- prekidna sila uèta- radne karakteristike uèta- granica optere}enja na umor- modul elasti~nosti

3.1. Prekidna sila uètaEfektivna prekidna sila uèta je sila s kojom se ra~una u primjeni, a dobije se umanjenjem ra~unske sile koeficijentom korekcije u zavisnosti od izvedbe uèta, prikazanih u tablici 1.

3.2. Radne karakteristike uètaU uporabi, uè se pona{a kao elasti~no tijelo koje se do granice proporcionalnosti pona{a prema Hoockeovom zakonu. To zna~i da prilikom uporabe, uè uslijed djelovanja zatezne sile komprimira jezgru stvaraju}i odre|eni oslonac, {to se o~ituje u manjem promjeru i ve}oj duìni nakon djelovanja sile.Dakle, uè se pona{a kao elasti~no tijelo, pa prema tome odgovaraju}a sila granice elasticiteta je ispod ra~unske prekidne sile. Preko te sile uè ne smije biti optere}eno.

3.3. Granica optere}enja na umorKao i svaki drugi metal, tako i uè ima granicu umora. Ukoliko uè optere}ujemo ispod granice elasti~nosti osiguravamo ve}u trajnost uèta.

Tip uèta / Izvedba / Koeficijent K /

1 x 7 0,931 x 12 0,92

Spiralna uàd / 1 x 19 0,921 x 37 0,901 x 61 0,871 x 91 0,83 6 x 7 + J 0,90 8 x 7 + J 0,87 6 x 12 + 7J 0,88

Izvedba standard / 6 x 24 + 7J 0,87 6 x 19 + J 0,84 6 x 37 + J 0,85 6 x 61 + J 0,83

Rope type Construction K Coefficient

Spiral ropes

Standard construction

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Tablica 1. Koeficijent korekcije prekidne sile uèta

3. TECHNICAL CHARACTERISTICS OF STEEL ROPE

Under the technical characteristics of a steel rope we consider the following:

- tensile strength of ropeworking features of rope- load limit to stroke- elasticity module

3.1. Tensile strength of ropeEffective tensile strength of rope is the strength calculated with during application, obtained through the decrease of the calculation strength by the correction coefficient in dependance to the rope construction, stated in the table 1.

3.2. Working characteristics of ropeWhen applied, the rope behaves as an elastic body, conducting itself acc. to the Hoocke's law up to the proportionality limit. It means that during application the rope, due to the tensile strenght activity compresses the core forming certain support resulting in smaller diameter and longer length after tensile strenght impact.Consequently, as a rope behaves itself as an elastic body, it means that the corresponding elasticity limit strength is below the calculated tensile strength. The rope must not be exposed to larger tensile strength.

3.3. Fatigue load limit As any other metal, the rope has its own fatigue limit too. By loading it beneath its elasticity limit, we secure longer lifetime of a rope.

Table 1. Correction coefficient of tensile strength of rope




3.4. Modul elasti~nostiIako uè nije homogeno tijelo, ono se pona{a kao elasti~no tijelo. Prividni modul elasti~nosti novih uàdi, u zavisnosti od izvedbe dan je u tablici 2.

Za uàd sa ~eli~nom jezgrom, modul elasti~nosti je za pribli`no 25% ve}i. Gore navedene vrijednosti su pribli`ne, {to je uvjetovano kutevima pouènja ̀ ica u struku i strukova u uètu.Normalno je da uàd s manjim modulom elasti~nosti imaju ve}u radnu sposobnost i lak{e podnose dinami~ka optere}enja. Uàd s ve}im modulom, bolja su za stati~ka optere}enja.

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3.4. Elasticity moduleAlthough it is not a homogenous body, it behaves as an elastic body. The apparent elasticity module of new ropes, in dependance to the construction, is stated in the table 2.

2Konstrukcija uèta / Modul elasti~nosti kp/mm / 20.000

1 x 7 15.000 - 16.0001 x 19 14.000 - 15.0001 x 37 13.000 - 14.0001 x 61 12.000 - 13.0001 x 91 11.000 - 12.0006 x 7 + J 9.000 - 10.0006 x 19 + J 8.500 - 9.5006 x 37 + J 7.500 - 8.5006 x 61 + J 7.000 - 8.000

Nerotiraju}a uàd / 11.000 - 12.000

2Rope construction Elasticity module kp/mm

Unrotating ropes

Tablica 2. Prividni modul elasti~nosti novih uàdi, u zavisnosti od izvedbe Table 2. The apparent elasticity module of new ropes, in

dependance to the construction

For the steel cored ropes, the elasticity module is for some 25% higher. The above stated values are approximative, conditioned by the angles of wires stranding in a bunch and the bunches in a rope.Normally, ropes with smaller elasticity module have increased working ability and they sustain better dynamic loads. The ropes with larger module, are better indicated for statical loads.




4. PONA[ANJE U@ETA PRI NJEGOVOJ UPORABI

U svojoj primjeni uàd }e biti izloèna raznim djelovanjima: fizi~kim, kemijskim i kombiniranim. Ovisno o tipu i konstrukciji uè }e se razli~ito pona{ati prema ovim djelovanjima.

4.1. Naprezanje na vlakOptere}enje uèta na vlak moè biti stati~ka i dinami~ka, a odre|uje se prema formuli

dvGxP =

g dt

gdje su:P - sila optere}enja (kp)G - ukupna teìna tereta i uèta (kp)

2g - sila akceleracije (9,8066 m/sec ) v - brzina (m/sec)t - vrijeme djelovanja akceleracije (sec.)

Pri odre|ivanju sile na vlak, potrebno je ra~unati s dinami~kim naprezanjima bez obzira kolika im je vrijednost.

4.2. Koeficijent sigurnostiKako bi se uè moglo upotrebljavati bez bojazni da ne}e do}i do trajne deformacije ili puknu}a uslijed djelovanja stati~ke ili dinami~ke sile, koristimo se koeficijentom sigurnosti. Koeficijent sigurnosti je odnos ra~unske prekidne sile uèta i maksimalne stati~ke sile kojim }e uè biti optere}eno. U tablici 3. prikazani su koeficijenti sigurnosti s obzirom na primjenu.

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4. ROPE BEHAVIOUR IN APPLICATION

During its application, a rope will be exposed to various influences: physical, chemical and combined. Depending on its type and construction, the rope will respond differently to those influences.

4.1. Tensile strengthTensile strength of a rope is either statical or dynamical, determined by a formula:

meaning:P - load strength (kp)G - total weight of load and rope (kp)

2g - acceleration strength (9,8066 m/sec )v - speed (m/sec)t - duration of acceleration impact (sec)

When stating the tensile strength, it is necessary to calculate with dynamical strains regardless of their value.

4.2. Safety coefficientIn order to increase the application areas without fear of lasting deformations or cracking caused by the action of a statical or dynamical force, we apply a safety coefficient. The safety coefficient represents the relation between the calculation tensile strength of a rope and the max. statical force loading the rope. In the table 3. are stated the safety coefficients with consideration to the application area.

dvGxP =

g dt

Tablica 3. Koeficijenti sigurnosti s obzirom na primjenu Table 3. Safety coefficients with consideration to the application area



Na~in primjene / Koeficijenti sigurnosti /

3 - 5Stati~ka uàd /

radna brzina uèta / Radna uàd / (m/sec.)

- 0,3 0,5 0,85 1,2 1,5

za horizontalni rad i prijevoz tereta / 3 3,5 4 5 6

Ure|aji koji rade s vitlom / za kosi ili vertikalni prijevoz tereta /8 9 10 11 12

za prijevoz ljudi / 12 13 14 15 16 za horizontalni rad i prijevoz tereta /

5 6 7 8 9Ure|aji koji rade s izvla~nim kolom /

za kosi ili vertikalni prijevoz tereta /11 12 13 14 15

za prijevoz ljudi / 16 17 18 19 20Ure|aji koji rade i izvla~nim kolom za kosi ili vetikalni prijevoz tereta /

14 15 16 17 18i dinami~kim kompezatorom /

za prijevoz ljudi / 16 18 20 22 24

Way of application Safety coefficients

Statical ropes

working speed of ropeWorking ropes

for horizontal functioning andload transport

Devices working with capstan for inclined or vertical load transport

for people transport

for horizontal functioning andload transport

Devices working with extraction wheelfor inclined or vertical load transport

for people transport

for inclined or vertical load transport

Device working with extraction for people transport

wheel and dynamic compensator


Za uàd s ~eli~nom jezgrom, ove vrijednosti moraju biti uve}ane za 20%.

5. RUKOVANJE U@ETOM

5.1. AmbalaàAmbalaà ima va`nu ulogu u za{titi uèta od mehani~kih o{te}enja i drugih ne~isto}a, prilikom skladi{tenja ili transporta. Namata se na drvene kaleme ili bubnjeve (ovisno o promjeru i duìni), a moè biti isporu~ena i u obliku prstena (kotura).

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The stated safety coefficients are the minimal ones and they guarantee the safe functioning and the lifetime of a rope, if properly chosen with regard to the D/d or D/ø relation, meaning:

D - capstan or pulley diameterd - wire diameter in external layer of rope bunchesø - rope diameter

Navedeni koeficijenti sigurnosti su minimalni i garantiraju siguran rad i vijek trajanja uèta, u slu~aju kad je izvr{en pravilan odabir ovisno o omjeru D/d ili D/ø, gdje je:

D - promjer vitla ili koloturad - promjer ̀ ica u vanjskom sloju strukova uètaø - promjer uèta

For ropes with a steel core, these values are to be increased for 20 %.

5. ROPE HANDLING

5.1. PackingThe task of packing in rope protection against mechanical damages and other impurities during storage or transport is most important. It is wrapped upon wooden reels or drums (depending on their diameter and length), and could be delivered in the form of a ring (bundle) too.

Tablica 4. Table 4.



Preporu~ljiv odnos / Kriti~ni odnos / Izvedba uèta /D/ø D/d D/ø D/d

Standard / S6 x 7 + J 48 430 38 3456 x 19 + J 35 525 28 4206 x 37 + J 24 505 19 4006 x 61 + J 20 540 16 430Warrington / 6 x 19 + J 33 445 26 355Seale / 6 x 19 + J 37 460 30 3708 x 19 + J 30 560 24 450Füller / Füller6 x 25 + J 30 480 24 3858 x 25 + J 24 455 19 365Warrington-Seale / 6 x 36 + J 24 430 19 345Nerotiraju}a / 18 x 7 + J 41 615 32 49036 x 7 + J 32 670 25 53524 x 7 x 9 x 3 + J 35 670 28 535

Recommended ratio Critical ratioRope construction

tandard

Warrington

Seale

Warrington-Seale

Unrotating


6. OZNAÂVANJE U@ADI

Osnovno ozna~avanje uàdi svodi se na:- ozna~avanje prema broju strukova 3,4,5,6,7 i 8, a kod

nerotiraju}eg ili Herkules od 17 pa na vi{e- ozna~avanje prema broju ̀ ica u struku- ozna~avanje prema vrsti i broju jezgara- ozna~avanje prema smjeru uvijanja- ozna~avanje prema prekidnoj ~vrsto}i ̀ ice- ozna~avanje prema za{titi ̀ ice (gola, pocin~ana ili jako po-

cin~ana)- ozna~avanje prema konstrukciji struka (Standard, War-

rington, Seale, Füller ili kombinacija ovih izvedbi).

7. PRIMJENA U@ADI

Kao {to znamo, ~eli~na uàd ima {iroku primjenu i to u: po-morstvu, ribarstvu, gra|evinarstvu, rudarstvu i drugdje. Radi tako {iroke primjene mora zadovoljiti razne zahtjeve, po~ev{i od prekidne sile, radnog vijeka, za{tite i ostalih potreba, a sve u svrhu sigurnog rada s njom.Pravilnim izborom i rukovanjem, zadovoljit }e se traèni uvjeti i osigurati siguran rad postrojenja gdje je ugra|ena ~eli~na uàd.

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5.2. Skladi{tenjeUàd bi u pravilu trebalo skladi{titi u nadkrivenim prostorima (atmosferalije i sunce), dobro provjetrenim i suhim, te podalje izvora kemijskih reakcija.

5.3. Odmatanje uàBez obzira, da li je uè novo ili staro, ono ne podnosi torziona naprezanja, jer je pod djelovanjem istih podlo`no plasti~noj deformaciji. Zbog toga moramo paziti da se prilikom odmatanja ili namatanja s bubnja ili prstena (kotura) ne izazivaju torziona naprezanja.

5.2. StorageAs a rule, ropes should be stored in covered areas (weathering factors and sun), properly aired and dry, apart from chemical reaction sources.

5.3. Rope unwrappingRegardless on its being new or old, a rope can't withstand torsion strains, as under their action it is exposed to a plastic deformation. For that reason it is necessary to pay attention and avoid torsion strains during drum or ring (bundle) unwrapping or wrapping.

6. ROPE MARKING

Basic rope marking could be reduced to:- marking according to number of bunches 3,4,5,6,7 and 8, while by unrotating or Hercules from 17 on

- marking according to number of wires in a bunch- marking according to type and number of cores- marking according to direction of twisting- marking according to tensile strength of a wire- marking according to wire protection (bare, galvanized or strongly galvanized)

- marking according to construction of a bunch (standard, Warrington, Seale, Fueller or combination of those constructions).

7. ROPE APPLICATION

As known, steel ropes are widely applied and specifically in: maritime economy, fishing trade, civil engineering, mining and elsewhere. Due to such a wide area of application, they have to meet different requests, starting with their tensile strength, lifetime, protection and other needs, to secure their safe functioning.If chosen and handled properly, they'll meet the requested conditions and insure a safe operation of a plant where steel ropes are fitted.

Slika 4. Picture 4.



Pravilno / Correct Pravilno / CorrectNepravilno / Wrong Nepravilno / Wrong


8. ROPE PACKING

To be delivered from producer to consumer, a rope has to be protected against mechanical damages, enabling the easiest way of transport.Two way of packing are mostly used nowadays:

1. Packing on wooden drums2. Packing on rings.

Ropes are mostly packed on wooden drums of standard dimensions acc. to HRN N.CO.505. Though being very safe, that way of packing is expensive too.Picture 6. shows a wooden drum and on table 6. are stated dimensions acc. to the standard. All ropes, regardless of their elaboration, construction or material a rope is made of, are wrapped on drums. Rope length wrapped on a drum, may be calculated by the following formula:

L = rope length wrapped on a drumD = diameter of rope wrapped on a drumd = external drum diameter1

d = diameter of drum core2

L = inner span between drum sides2

Wrapping in rings cheapens considerably a rope price, no packing being necessary. This way of wrapping is widely spread out due to wood saving. Here, we rarely apply that way of packing, as a buyer need to have a device for rope unwrapping, so it would not form an "eight".In such a way in rings wrapped rope, has to be fixed by a steel tape at least in three positions, additionally covered by fat paper by way of protection.Following ropes must not be wrapped in rings:

1. Steel ropes for people transport2. Pulling mining ropes3. Supporting ropes for cable railways4. Ropes for suspension-bridges5. All longitudinally stranded ropes6. Spiral ropes7. Unrotating ropes

2 2 .(d - d ) L1 2 2L = 2.1560 D

8. PAKIRANJE U@ADI

Da bi se uè otpremilo od proizvo|a~a do potro{a~a, potrebno ga je za{titi od mehani~kih o{te}enja i omogu}iti da se najlak{e transportira.Uglavnom danas poznajemo dva na~ina pakiranja uàdi i to:

1. Pakiranje uàdi na drvene bubnjeve,2. Pakiranje uàdi u kolute.

Kao naju~estaliji na~in uàd se pakira na drvene bubnjeve standardnih dimenzija po HRN-N.CO.505. Ovaj na~in pakiranja je veoma siguran ali i skup.Na slici 6. je prikazan drveni bubanj, a u tablici 6. dane su dimenzije prema standardu. Na bubnjeve se namata sva uàd bez obzira na izradu i konstrukciju ili materijal od kojeg je uè izra|eno. Duljina uèta koja se namata na bubanj, moè se izra~unati na osnovi slijede}eg izraza:

2 2 .(d - d ) L1 2 2L = 2.1560 D

L = duljina uèta namotanog na bubanjD = promjer uèta namotanog na bubanjd = vanjski promjer bubnja1

d = promjer jezgre bubnja2

L = unutra{nji razmak izme|u stranica bubnja2

Namatanje u kolute znatno pojeftinjuje ukupnu cijenu uèta, jer otpada ambalaà. Ovaj na~in namatanja je vrlo rasprostranjen zbog u{tede drveta. Kod nas se ovaj na~in pakiranja rije|e primjenjuje jer kupac mora imati ure|aj za odmatanje uèta, kako ne bi "sko~ilo u osmicu".Ovako namotano uè u kolute mora biti vezano najmanje na 3 mjesta ~eli~nom trakom i jo{ omotano masnim papirom radi za{tite.U kolute se ne smiju namatati slijede}a uàd:

1. êli~na uàd za prijevoz ljudi2. Izvla~na rudni~ka uàd3. Nose}a uàd za ̀ i~ane ̀ eljeznice4. Uàd za vise}e mostove5. Sva uzdu`no pouèna uàd6. Spiralna uàd7. Nerotiraju}a uàd.

9




10

Slika 6. Drveni bubanj

L1

L2

d2d1

Picture 6. Wooden drum

e

a1

a1

d5

d4

d3

Nazivna veli~ina Rupe za povlaka~ / Take up holes Ostaje prazno / Korisni volumen /

bubnja / d d d L max L Broj rupa/ Remains empty Useful volume1 2 3 1 2

Nominal drum a d Holes number e V 1 5

3size mm mm mm mm mm mm mm mm dm

4 400 200 50 350 200 20 14,1

5 500 250 50 400 250 30,1

6 600 300 50 450 300 30 47,5

7 700 350 50 500 350 150 4~ 0 1 78,9

8 800 400 80 550 400 150 4~ 0 1 40 112,6

9 900 450 80 650 450 150 4~ 0 1 166,1

10 1000 500 80 700 500 150 4~ 0 1 50 220,0

12 1200 600 80 800 600 150 4~ 0 1 400,6

14 1400 700 80 950 700 300 40 do 60 1 60 631,4

16 1600 800 80 1050 800 300 40 do 60 1 974,1

18 1800 1000 100 1150 900 300 40 do 60 1 70 1241,0

20 2000 1200 100 1250 1000 300 40 do 60 1 1586,2

22 2200 1400 100 1350 1100 300 40 do 60 1 80 1901,1

24 2400 1500 100 1450 1200 300 40 do 60 1 2608,4

26 2600 1600 120 1550 1300 300 40 do 60 1 100 3267,3

28 2800 1800 120 1700 1400 300 40 do 60 1 3870,4

Tablica 6. Table 6.




Tablica 9.1.STANDARD: HRN C.H1.060DIN 3052SPIRALNA U@AD 1 x 7(1+6)

11

9. TABLICE

U tabelarnom prikazu date su garantirane prekidne sile uàdi, tj. ra~unske sile umanjene za koeficijente torzionog naprezanja koje se javlja prilikom pouènja ìca u struk i strukova u uè. Prekidne sile prikazane u tabelama za pojedine konstrukcije, sluè kao osnov za izra~unavanje minimalne potrebne prekidne sile uà u uporabi, a sve opisano u prethodnim poglavljima.

9. TABLES

In the tables are stated the guaranteed tensile strengths of ropes, i.e. the calculated forces reduced for the coefficients of a torsion strain manifesting itself during wire stranding into a bunch and bunches into a rope. The tensile strengths are represented in the tables for individual constructions, serving as a base for the calculation of a minimal necessary tensile strength of rope in application, as described in previous chapters.

Table 9.1.STANDARD: HRN C.H1.060

DIN 3052SPIRAL ROPES 1 x 7(1+6)

Nazivni promjer / Tolerancija Vanjski Teìna uèta / Ra~. prekidna sila kN / Min. prekidna sila kN / promjer ̀ ice / Calculation Min. tensil

1770 1960 2160 1770 1960 2160mm % kg/m 2 2 2 2 2 2 N/mm N/mm N/mm N/mm N/mm N/mm0,60 0,20 0,0018 0,38 0,43 0,47 0,34 0,39 0,420,70 0,23 0,0025 0,52 0,58 0,64 0,47 0,52 0,580,80 0,26 0,0032 0,68 0,76 0,84 0,60 0,70 0,750,90 +5 - 0 0,30 0,0041 0,87 0,96 1,05 0,80 0,90 0,951,00 0,33 0,0050 1,05 1,20 1,30 0,95 1,10 1,20

1,50 0,50 0,0113 2,40 2,70 2,90 2,15 2,40 2,602,00 0,65 0,0201 4,30 4,70 5,20 3,90 4,20 4,702,50 0,80 0,0314 6,70 7,40 8,10 6,00 6,70 7,303,00 1,00 0,0452 9,60 10,70 11,70 8,60 9,60 10,503,50 1,15 0,0615 13,10 14,50 16,00 11,80 13,00 14,40

4,00 1,30 0,080 17,10 19,00 20,90 15,40 17,10 18,804,50 1,50 0,102 21,70 24,00 26,40 19,50 21,60 23,705,00 1,65 0,126 26,70 29,60 32,60 24,00 26,60 29,30

+4 - 05,50 1,80 0,152 32,40 35,80 39,50 29,20 32,20 35,506,00 2,00 0,181 38,50 42,70 47,00 34,60 38,40 42,30

7,00 2,30 0,246 52,40 58,00 64,00 47,10 52,20 57,607,50 2,50 0,282 60,20 66,70 73,50 54,20 60,00 66,108,00 2,60 0,321 68,50 75,90 83,60 61,60 68,30 75,208,50 2,80 0,363 77,30 85,60 94,40 69,60 77,00 85,009,00 3,00 0,407 86,70 96,00 106,00 78,00 86,40 95,40

Nominal Diameter tolerance Weight of rope strength kN strength kN

External diameter of wire




Tablica 9.2.STANDARD: HRN C.H1.061DIN 3053SPIRALNA U@AD 1 x 19(1+6+12)

12


DIN 3053SPIRAL ROPES 1 x 19(1+6+12)





1770 1960 2160 1770 1960 2160mm % kg/m 2 2 2 2 2 2 N/mm N/mm N/mm N/mm N/mm N/mm1,00 0,20 0,005 1,05 1,15 1,30 0,90 1,00 1,15

+5 - 01,50 0,30 0,011 2,40 2,60 2,90 2,10 2,30 2,502,00 0,40 0,020 4,20 4,70 5,10 3,70 4,10 4,502,50 0,50 0,031 6,60 7,30 8,00 5,80 6,40 7,003,00 0,60 0,045 9,50 10,50 11,60 8,40 9,20 10,20

3,50 0,70 0,061 12,90 14,30 15,80 11,30 12,60 13,904,00 0,80 0,079 16,90 18,70 20,60 14,90 16,40 18,104,50 0,90 0,100 21,40 23,70 26,10 18,80 20,80 23,005,00 1,00 0,124 26,40 29,20 32,20 23,20 25,70 28,305,50 1,10 0,150 32,00 35,40 39,00 28,10 31,10 34,30

6,00 1,20 0,178 38,00 42,10 46,40 33,40 37,00 40,806,50 1,30 0,209 44,60 49,40 54,50 39,20 43,50 48,007,00 1,40 0,243 51,80 57,30 63,20 45,60 50,40 55,607,50 +4 - 0 1,50 0,279 59,40 65,80 72,50 52,30 57,90 63,808,00 1,60 0,317 67,60 74,90 82,50 59,50 65,90 72,60

8,50 1,70 0,358 76,30 84,50 93,10 67,10 74,40 81,909,00 1,80 0,401 85,60 94,80 104,00 75,30 83,40 91,509,50 1,90 0,447 95,30 105,00 116,00 83,90 92,40 102,00

10,00 2,00 0,495 106,00 117,00 129,00 93,30 103,00 113,0010,50 2,10 0,546 116,00 129,00 142,00 102,00 113,00 125,00

11,00 2,20 0,60 128,00 141,00 156,00 112,00 124,00 137,0012,00 2,40 0,71 152,00 168,00 186,00 134,00 148,00 164,0013,00 2,60 0,84 178,00 198,00 218,00 156,00 174,00 192,0014,00 2,80 0,97 207,00 229,00 253,00 182,00 201,00 222,0015,00 3,00 1,11 238,00 263,00 290,00 209,00 231,00 255,00



Tablica 9.3.STANDARD: HRN C.H1.062DIN 3054SPIRALNA U@AD 1 x 37(1+6+12+18)

13


DIN 3054SPIRAL ROPES 1 x 37(1+6+12+18)





1770 1960 2160 1770 1960 2160mm % kg/m 2 2 2 2 2 2 N/mm N/mm N/mm N/mm N/mm N/mm1,50 0,21 0,0110 2,35 2,60 2,90 2,00 2,20 2,502,00 0,28 0,0196 4,20 4,60 5,10 3,60 4,00 4,402,50 0,34 0,031 6,50 7,20 8,00 5,60 6,20 7,003,00 0,40 0,044 9,40 10,40 11,40 8,20 9,00 9,903,50 0,50 0,060 12,80 14,10 15,60 11,10 12,30 13,60

4,00 0,55 0,078 16,70 18,50 20,30 14,50 16,10 17,704,50 0,65 0,099 21,10 23,40 25,80 18,30 20,30 22,405,00 0,70 0,122 26,00 28,90 31,80 22,60 25,10 27,706,00 0,85 0,176 37,50 41,60 45,80 32,60 36,20 39,807,00 1,00 0,240 51,00 56,60 62,30 44,30 49,20 54,20

+4 - 08,00 1,15 0,313 66,70 73,90 81,40 58,00 64,30 70,809,00 1,25 0,396 84,40 93,50 103,00 73,40 81,30 89,60

10,00 1,40 0,49 104,00 115,00 127,00 90,50 100,00 110,0011,00 1,55 0,59 126,00 140,00 154,00 109,00 122,00 134,0012,00 1,70 0,70 150,00 166,00 183,00 130,00 144,00 159,00

14,00 2,00 0,96 204,00 226,00 249,00 177,00 196,00 216,0015,00 2,10 1,10 235,00 260,00 286,00 204,00 226,00 249,0016,00 2,25 1,25 267,00 295,00 326,00 232,00 257,00 283,0017,00 2,40 1,41 301,00 334,00 368,00 262,00 290,00 320,0018,00 2,55 1,58 338,00 374,00 412,00 294,00 325,00 358,00

19,00 +3 - 0 2,70 1,77 376,00 417,00 459,00 327,00 363,00 399,0020,00 2,80 1,96 417,00 462,00 509,00 363,00 402,00 443,0021,00 3,00 2,16 460,00 509,00 561,00 400,00 443,00 488,00



Tablica 9.4.STANDARD: HRN C.H1.070DIN 3055API SPEC 9AISO 2408ÊLI^NA U@AD - NORMALNA 6 x 7

6(1+6)+J6 x 7=42+J

Napomena: * Teìnu za golu uàd uve}ati za 4% (u~e{}e masti). * Za uàd s ~eli~nom jezgrom, prekidnu silu uve}ati za 10%.

14


DIN 3055API SPEC 9A

ISO 2408STEEL ROPES - NORMAL 6 x 7

6(1+6)+J6 x 7=42+J

Remark: *Weight of bare ropes should be increased for 4 % (grease share). *For ropes with a steel core, the tensile strength should be increased for 10 %.




Nazivni promjer / Tolerancija Vanjski Teìna uèta kg/m / Ra~. prekidna sila kN / Min. prekidna sila kN / promjer ̀ ice / kg/m Calculation Min. tensil

Tekstilna jezgra êli~na jezgra 1770 1960 2160 1770 1960 2160mm % 2 2 2 2 2 2Textile core Steel core N/mm N/mm N/mm N/mm N/mm N/mm2,00 0,21 0,014 0,016 2,60 2,90 3,20 2,30 2,60 2,902,50 +8 - 0 0,28 0,022 0,025 4,10 4,50 5,00 3,70 4,00 4,503,00 0,32 0,032 0,035 5,90 6,50 7,20 5,30 5,80 6,503,50 0,37 0,044 0,048 8,00 8,90 9,80 7,20 8,00 8,804,00 0,40 0,057 0,063 10,40 11,60 12,80 9,30 10,40 11,50

+7- 04,50 0,50 0,072 0,080 13,20 14,60 16,10 11,90 13,10 14,505,00 0,55 0,089 0,098 16,30 18,10 19,90 14,70 16,30 17,905,50 0,60 0,108 0,119 19,80 21,90 24,10 17,80 19,70 21,706,00 +6 - 0 0,65 0,129 0,141 23,50 26,00 28,70 21,10 23,40 25,807,00 0,75 0,175 0,193 32,00 35,40 39,10 28,80 31,90 35,20

8,00 0,85 0,229 0,251 41,80 46,30 51,00 37,60 41,70 45,909,00 0,95 0,290 0,318 52,90 58,60 64,60 47,60 52,60 58,10

10,00 1,05 0,357 0,393 65,30 72,30 79,70 58,80 65,00 71,7011,00 1,15 0,432 0,476 79,00 87,50 96,50 71,00 78,70 86,8012,00 1,30 0,515 0,566 94,10 104,00 114,00 84,70 93,60 102,00

13,00 1,40 0,60 0,66 110,00 122,00 134,00 99,00 110,00 121,0014,00 1,50 0,70 0,77 128,00 141,00 156,00 115,00 127,00 140,00

+5 - 015,00 1,60 0,80 0,88 147,00 162,00 179,00 132,00 146,00 161,0016,00 1,70 0,91 1,01 167,00 185,00 204,00 150,00 166,00 183,0017,00 1,80 1,03 1,14 188,00 209,00 230,00 169,00 188,00 207,00

18,00 1,95 1,16 1,27 211,00 234,00 258,00 190,00 210,00 232,0019,00 2,05 1,29 1,42 236,00 261,00 288,00 212,00 235,00 259,0020,00 2,15 1,43 1,57 261,00 289,00 319,00 253,00 260,00 287,0022,00 2,35 1,73 1,90 316,00 350,00 386,00 284,00 315,00 347,0024,00 2,60 2,06 2,26 376,00 417,00 459,00 338,00 375,00 413,00


External diameterof wire

Tablica 9.5.STANDARD: HRN C.H1.072DIN 3060ISO 2408^ELI^NA U@AD - NORMALNA 6 x 19

6(1+6+12)+J6 x 19=114+J

15


DIN 3060ISO 2408

STEEL ROPES - NORMAL 6 x 196(1+6+12)+J6 x 19=114+J







Tekstilna jezgra ^eli~na jezgra 1770 1960 2160 1770 1960 2160mm % 2 2 2 2 2 2Textile core Steel core N/mm N/mm N/mm N/mm N/mm N/mm3 +8 - 0 0,20 0,031 0,034 5,70 6,30 7,00 4,90 5,40 6,004 0,26 0,055 0,061 10,10 11,20 12,30 8,70 9,60 10,60

+7 - 05 0,32 0,086 0,095 15,80 17,50 19,30 13,60 15,00 16,606 0,40 0,125 0,137 22,80 25,20 27,80 19,60 21,70 23,90

+6 - 07 0,45 0,170 0,186 31,00 34,30 37,80 26,70 29,50 32,50

8 0,50 0,221 0,244 40,50 44,80 49,40 34,80 38,50 42,509 0,60 0,260 0,308 51,20 56,70 62,50 44,00 48,80 53,70

10 0,65 0,346 0,380 63,20 70,00 77,00 54,20 60,20 66,2011 0,70 0,419 0,460 76,50 84,70 93,40 65,80 72,80 80,3012 0,80 0,492 0,548 91,10 100,00 111,00 78,30 86,00 95,40

14 0,90 0,678 0,746 124,00 137,00 151,00 107,00 118,00 130,0016 1,05 0,886 0,97 162,00 179,00 197,00 139,00 154,00 169,0018 1,15 1,12 1,23 205,00 227,00 250,00 176,00 195,00 215,0020 1,30 1,38 1,52 253,00 280,00 309,00 217,00 241,00 266,0022 1,40 1,67 1,84+5 - 0 305,00 339,00 373,00 263,00 291,00 321,00

24 1,55 1,99 2,19 364,00 403,00 444,00 313,00 346,00 382,0026 1,70 2,34 2,57 427,00 473,00 522,00 367,00 407,00 449,0028 1,80 2,71 2,98 496,00 549,00 605,00 427,00 472,00 520,0030 1,95 3,11 3,42 569,00 630,00 695,00 489,00 542,00 598,0032 2,05 3,54 3,90 648,00 717,00 790,00 557,00 616,00 679,00

34 2,20 4,00 4,40 731,00 810,00 892,00 629,00 696,00 767,0036 2,30 4,48 4,93 820,00 908,00 1000,00 705,00 781,00 860,0038 2,45 5,00 5,50 913,00 1011,00 1114,00 785,00 869,00 958,0040 2,60 5,53 6,09 1012,00 1120,00 1235,00 870,00 963,00 1062,00



Tablica 9.6.STANDARD: HRN C.H1.074DIN 3066ISO 2408^ELI^NA U@AD - NORMALNA 6 x 37

6(1+6+12+18)+J6 x 37=222+J

16



Table 9.6.STANDARD: HRN C.H1.1.074

DIN 3066ISO 2408

STEEL ROPES - NORMAL 6 x376(1+6+12+18)+J

6 x 37=222+J





Tekstilna jezgra ^eli~na jezgra 1770 1960 2160 1770 1960 2160mm % 2 2 2 2 2 2Textile core Steel core N/mm N/mm N/mm N/mm N/mm N/mm

4,5 0,21 0,070 0,077 12,80 14,20 15,60 10,60 11,70 12,905 0,23 0,086 0,095 15,80 17,50 19,30 13,00 14,40 15,90

+6 - 06 0,28 0,125 0,137 22,80 25,20 27,80 18,80 20,80 22,907 0,32 0,170 0,187 31,00 34,30 37,80 25,60 28,30 31,208 0,37 0,221 0,244 40,50 44,80 49,40 33,40 37,00 40,70

9 0,40 0,28 0,31 51,20 56,70 62,50 42,20 46,80 51,6010 0,45 0,34 0,38 63,20 70,00 77,20 52,10 57,70 63,701 0 0 01 ,50 ,42 ,46 76,50 84,70 93,40 63,10 70,00 77,0012 0,55 0,50 0,55 91,10 101,00 111,00 75,10 83,30 91,6014 0,65 0,68 0,75 124,00 137,00 151,00 102,00 113,00 124,00

16 0,75 0,89 0,97 162,00 179,00 197,00 134,00 148,00 162,0018 0,85 1,12 1,23 205,00 227,00 250,00 169,00 187,00 206,0020 0,95 1,38 1,52 253,00 280,00 309,00 209,00 231,00 255,0022 1,00 1,67 1,84 306,00 339,00 374,00 252,00 280,00 308,0024 1,10 2,192,00 364,00 403,00 444,00 300,00 332,00 366,00

26 1,20 2,34 2,57 428,00 473,00 522,00 353,00 390,00 430,0028 1,30 2,71 2,98 496,00 549,00 605,00 409,00 453,00 499,0030 1,40 3,11 3,43 569,00 630,00 695,00 469,00 520,00 573,00+5 - 032 1,50 3,54 3,90 648,00 717,00 790,00 534,00 591,00 652,0034 1,60 4,00 4,40 731,00 810,00 892,00 607,00 668,00 736,00

36 1,65 4,48 4,93 819,00 908,00 1000,00 676,00 749,00 825,0038 1,75 5,00 5,50 913,00 1011,00 1115,00 753,00 834,00 920,0040 1,85 5,54 6,09 1012,00 1121,00 1235,00 835,00 925,00 1019,0042 1,95 6,10 6,71 1116,00 1235,00 1362,00 921,00 1019,00 1124,0044 2,00 6,70 7,37 1224,00 1356,00 1494,00 1010,00 1119,00 1232,00

48 2,20 7,97 8,77 1457,00 1614,00 1778,00 1202,00 1331,00 1468,0052 2,40 9,36 10,30 1710,00 1894,00 2087,00 1410,00 1562,00 1722,0054 2,50 10,10 11,10 1844,00 2042,00 2251,00 1521,00 1684,00 1857,0056 2,60 10,80 11,90 1984,00 2196,00 2421,00 1636,00 1812,00 1997,0058 2,70 11,60 12,80 2128,00 2356,00 2597,00 1756,00 1944,00 2142,00

60 2,80 12,50 13,70 2277,00 2522,00 2779,00 1878,00 2080,00 2293,0066 3,00 14,80 16,10 2755,00 3051,00 3362,00 2273,00 2517,00 2774,0070 3,20 16,50 18,10 3100,00 3432,00 3782,00 2557,00 2831,00 3120,00



Tablica 9.7.STANDARD:HRN C.H1. 100DIN 3058API SPEC 9AISO 2408^ELI^NA U@AD - SEALE 6(1+9+9)+J

6 x 19=144+J

17




DIN 3058API SPEC 9A

ISO 2408STEEL ROPES - SEALE 6(1+9+9)+J

6 x 19=144+J






5 0,40 0,093 0,102 17,00 18,90 20,80 14,60 16,20 17,906 +6 - 0 0,50 0,134 0,147 24,50 27,10 29,90 21,00 23,30 25,70 7 0,55 0,182 0,201 33,40 37,00 40,70 28,70 31,80 35,008 0,65 0,238 0,262 43,60 48,30 53,20 37,50 41,50 45,70

10 0,80 0,372 0,410 68,10 75,40 83,10 58,60 64,80 71,50

11 ,90 ,451 ,496 82,40 91,30 100,00 70,80 78,50 86,000 0 012 0,95 0,536 0,590 98,10 108,00 119,00 84,40 93,00 102,0013 1,05 0,630 0,693 115,00 127,00 140,00 99,00 109,00 120,0014 1,15 0,73 0,80 133,00 147,00 163,00 114,00 126,00 140,0015 1,20 0,84 0,92 153,00 170,00 187,00 132,00 146,00 161,00

16 1,30 0,95 1,05 174,00 193,00 213,00 150,00 166,00 183,0017 1,35 1,08 1,18 197,00 218,00 240,00 169,00 187,00 206,0018 1,45 1,21 1,33 221,00 244,00 269,00 190,00 210,00 231,0019 +5 - 0 1,55 1,34 1,43 246,00 272,00 300,00 218,00 234,00 258,0020 1,60 1,49 1,64 272,00 302,00 332,00 234,00 260,00 286,00

22 1,80 1,80 1,98 330,00 365,00 402,00 284,00 314,00 346,0024 1,95 2,14 2,36 392,00 434,00 479,00 337,00 373,00 412,0026 2,10 2,52 2,77 460,00 510,00 562,00 396,00 439,00 483,0028 2,25 2,92 3,21 534,00 591,00 652,00 459,00 508,00 561,0030 2,40 3,35 3,69 613,00 679,00 748,00 527,00 584,00 643,00

32 2,60 3,81 4,20 697,00 772,00 851,00 599,00 664,00 732,0034 2,75 4,31 4,74 787,00 872,00 961,00 677,00 750,00 826,0035 2,80 4,56 5,02 834,00 924,00 1018,00 717,00 795,00 875,0036 2,90 4,83 5,31 883,00 977,00 1077,00 759,00 840,00 926,0038 3,10 5,38 5,92 984,00 1089,00 1200,00 846,00 936,00 1032,00



Tablica 9.8.STANDARD: HRN C.H1. 090DIN 3059ISO 2408^ELI^NA U@AD - WARRINGTON 6(1+6+6/6)+J

6 x 19=144+J

18




DIN 3059ISO 2408

STEEL ROPES - WARRINGTON 6(1+6+6/6)+J6 x 19=144+J






4 0,30 0,060 0,066 10,90 12,10 13,30 9,40 10,40 11,405 +6 - 0 0,37 0,093 0,102 17,00 18,90 20,80 14,60 16,20 17,90 7 0,50 0,183 0,201 33,40 37,00 40,70 28,70 31,80 35,009 0,65 0,302 0,332 55,20 61,10 67,30 47,40 52,50 58,00

10 0,70 0,373 0,410 68,10 75,40 83,10 58,60 64,80 71,40

11 ,80 ,45 ,50 82,40 91,30 100,00 71,00 78,50 86,000 0 012 0,85 0,54 0,59 98,10 108,00 119,80 84,40 93,00 103,0014 1,00 0,73 0,80 133,00 147,00 163,00 115,00 126,00 140,0015 1,05 0,84 0,92 153,00 170,00 187,00 132,00 146,00 161,0016 1,15 0,95 1,05 174,00 193,00 213,00 150,00 166,00 183,00

+5 - 017 1,20 1,08 1,18 197,00 218,00 240,00 169,00 187,00 206,0018 1,30 1,21 1,33 221,00 244,00 269,00 190,00 210,00 231,0019 1,35 1,34 1,48 246,00 272,00 300,00 212,00 234,00 258,0020 1,45 1,49 1,64 272,00 302,00 332,00 234,00 260,00 285,0021 1,50 1,64 1,81 300,00 333,00 366,00 258,00 286,00 315,00

22 1,55 1,80 1,98 330,00 365,00 402,00 284,00 314,00 346,0023 1,65 1,97 2,17 360,00 399,00 440,00 310,00 343,00 378,0024 1,70 2,14 2,36 392,00 434,00 479,00 337,00 373,00 412,0025 1,80 2,33 2,56 426,00 471,00 520,00 366,00 405,00 447,00



Tablica 9.9.STANDARD: HRN C.H1. 086DIN 3057API SPEC 9AISO 2408^ELI^NA U@AD - FÜLLER 6(1+6+6+12)+J

6 x 25=150+J

19




DIN 3057API SPEC 9A

ISO 2408STEEL ROPES - F LLER 6(1+6+6+12)+J

6 x 25=150+JÜ





Tekstilna jezgra ^eli~na jezgra 1770 1960 2160 1770 1960 2160mm % 2 2 2 2 2 2Textile core Steel core N/mm N/mm N/mm N/mm N/mm N/mm14 0,90 0,74 0,82 136,00 151,00 166,00 117,00 130,00 143,0015 0,95 0,80 0,88 156,00 173,00 191,00 134,00 149,00 164,0016 1,00 0,91 1,00 178,00 197,00 217,00 153,00 169,60 187,0018 1,10 1,10 1,21 225,00 249,00 275,00 193,00 214,00 236,0019 1,20 1,30 1,43 251,00 278,00 306,00 216,00 239,00 263,00

20 1,30 1,52 1,64 278,00 308,00 339,00 239,00 265,00 292,0021 1,35 1,68 1,84 306,00 339,00 374,00 263,00 291,00 322,0022 1,40 1,76 1,93 336,00 372,00 410,00 289,00 320,00 352,0023 1,50 2,01 2,21 368,00 407,00 449,00 316,00 350,00 386,0024 1,55 2,19 2,41 400,00 443,00 488,00 344,00 381,00 420,00

+5 - 025 1,60 2,37 2,61 434,00 481,00 530,00 373,00 414,00 456,0026 1,70 2,57 2,83 470,00 520,00 573,00 404,00 447,00 493,0027 1,75 2,77 3,05 507,00 561,00 618,00 436,00 482,00 531,0028 1,80 2,98 3,28 545,00 603,00 665,00 469,00 519,00 572,0029 1,90 3,20 3,52 584,00 647,00 713,00 502,00 556,00 613,00

31 2,00 3,65 4,02 668,00 740,00 815,00 574,00 636,00 700,0032 2,10 3,89 4,28 712,00 788,00 869,00 612,00 678,00 747,0034 2,20 4,40 4,83 803,00 890,00 980,00 690,00 765,00 843,0036 2,30 4,93 5,42 900,00 997,00 1099,00 774,00 857,00 945,0037 2,40 5,20 5,72 952,00 1054,00 1161,00 818,00 906,00 998,00

40 2,60 6,08 6,69 1112,00 1231,00 1357,00 956,00 1059,00 1167,0043 2,80 7,03 7,73 1285,00 1423,00 1568,00 1105,00 1224,00 1348,00



Tablica 9.10.STANDARD: HRN C.H1. 094DIN 3065ISO 2408^ELI^NA U@AD - WARRINGTON 6(1+6+6/6+16)+J

6 x 35=210+J

20




DIN 3065ISO 2408

STEEL ROPES - WARRINGTON 6(1+6+6/6+16)+J6 x 35=210+J






6 +6 - 0 0,30 0,131 0,144 24,00 26,60 29,30 20,10 22,30 24,608 0,40 0,234 0,257 42,70 47,30 52,10 35,90 39,70 43,709 0,45 0,296 0,325 54,00 60,00 66,00 45,40 50,40 55,40

10 0,50 0,365 0,40 66,70 74,00 81,00 56,00 62,20 68,0011 0,55 0,44 0,48 80,70 89,40 98,00 67,80 75,10 82,30

12 0,60 0,52 0,58 96,00 106,00 117,00 80,60 89,00 98,3013 0,65 0,62 0,68 113,00 125,00 137,00 95,00 105,00 115,0014 0,70 0,71 0,79 131,00 145,00 160,00 110,00 122,00 134,0015 0,75 0,82 0,90 150,00 166,00 183,00 126,00 139,00 154,0016 0,80 0,93 1,03 171,00 189,00 208,00 144,00 159,00 175,00

17 0,85 1,05 1,16 193,00 213,00 235,00 162,00 179,00 197,0018 0,90 1,18 1,30 216,00 239,00 264,00 181,00 200,00 222,0020 1,00 1,46 1,60 267,00 295,00 326,00 224,00 248,00 274,0022 1,10 1,76 1,94 323,00 358,00 394,00 271,00 300,00 331,0024 +5 - 0 1,20 2,10 2,31 384,00 426,00 469,00 323,00 358,00 394,00

26 1,30 2,47 2,71 451,00 499,00 550,00 379,00 419,00 462,0028 1,40 2,86 3,15 523,00 579,00 638,00 439,00 486,00 536,0030 1,50 3,28 3,63 600,00 665,00 733,00 504,00 559,00 616,0032 1,60 3,74 4,11 683,00 757,00 834,00 574,00 636,00 700,0034 1,70 4,22 4,64 771,00 854,00 941,00 648,00 717,00 790,00

36 1,80 4,73 5,20 865,00 957,00 1055,00 727,00 804,00 886,0038 1,90 5,27 5,60 963,00 1067,00 1176,00 809,00 896,00 988,0040 2,00 5,84 6,42 1067,00 1182,00 1303,00 896,00 993,00 1094,0042 2,10 6,44 7,08 1179,00 1303,00 1436,00 990,00 1095,00 1206,0044 2,20 7,06 7,77 1292,00 1430,00 1576,00 1085,00 1201,00 1324,00

47 2,30 8,06 8,87 1474,00 1632,00 1799,00 1238,00 1371,00 1511,0049 2,40 8,76 9,64 1602,00 1774,00 1955,00 1346,00 1490,00 1642,0053 2,60 10,25 11,28 1874,00 2076,00 2287,00 1574,00 1744,00 1921,00



Tablica 9.11.STANDARD: HRN C.H1. 108DIN 3064API SPEC 9AISO 2408^ELI^NA U@AD - SEALE - WARRINGTON

6(1+7+7/7+14)+J6 x 36=216+J

21


DIN 3064API SPEC 9A

ISO 2408STEEL ROPES - SEALE - WARRINGTON

6(1+7+7/7+14)+J6 x 36=216+J






13 0,75 0,64 0,71 117,00 130,00 143,00 98,00 109,00 120,0014 0,80 0,74 0,82 136,00 151,00 166,00 114,00 127,00 139,0015 0,85 0,85 0,94 156,00 173,00 191,00 131,00 145,00 160,0016 0,90 0,97 1,07 178,00 197,00 217,00 150,00 165,00 182,0017 0,95 1,10 1,21 201,00 222,00 245,00 169,00 186,00 206,00

18 1,00 1,16 1,28 225,00 249,00 275,00 189,00 209,00 231,0019 1,05 1,30 1,43 251,00 278,00 306,00 211,00 233,00 257,0020 1,15 1,52 1,67 278,00 308,00 339,00 233,00 259,00 285,0021 1,20 1,68 1,84 306,00 339,00 374,00 257,00 285,00 314,0023 1,30 2,01 2,21 368,00 407,00 449,00 309,00 342,00 377,00

24 1,35 2,19 2,41 400,00 443,00 489,00 336,00 372,00 411,0025 1,40 2,38 2,61 434,00 481,00 530,00 365,00 404,00 445,0026 1,45 2,47 2,72 470,00 520,00 573,00 395,00 437,00 481,0027 1,50 2,57 2,83 507,00 561,00 618,00 426,00 471,00 519,0028 1,55 2,77 3,05 545,00 603,00 665,00 458,00 506,00 558,00

29 +5 - 0 1,60 2,98 3,28 585,00 647,00 713,00 491,00 543,00 599,0030 1,70 3,42 3,76 626,00 693,00 763,00 526,00 582,00 641,0032 1,80 3,89 4,28 712,00 788,00 868,00 598,00 662,00 729,0034 1,90 4,40 4,83 803,00 890,00 980,00 674,00 747,00 823,0035 2,00 4,66 5,12 851,00 943,00 1039,00 715,00 792,00 873,00

37 2,10 5,20 5,72 952,00 1054,00 1161,00 800,00 885,00 975,0039 2,20 5,78 6,36 1057,00 1171,00 1290,00 888,00 1000,00 1084,0041 2,30 6,39 7,03 1168,00 1294,00 1426,00 981,00 1087,00 1198,0042 2,40 6,71 7,38 1226,00 1358,00 1496,00 1030,00 1140,00 1257,0044 2,50 7,36 8,10 1346,00 1490,00 1642,00 1130,00 1252,00 1379,00

46 2,60 8,04 8,85 1471,00 1629,00 1795,00 1404,00 1368,00 1508,0048 2,70 8,76 9,64 1601,00 1773,00 1954,00 1345,00 1489,00 1641,0050 2,80 9,50 10,45 1738,00 1924,00 2120,00 1460,00 1616,00 1781,0051 2,90 9,89 10,88 1808,00 2002,00 2206,00 1519,00 1682,00 1853,0053 3,00 10,68 11,75 1952,00 2162,00 2383,00 1640,00 1816,00 2002,00

55 3,10 11,50 12,65 2103,00 2328,00 2566,00 1766,00 1955,00 2155,0057 3,20 12,35 13,59 2258,00 2500,00 2756,00 1897,00 2100,00 2351,0059 3,30 13,23 14,56 2420,00 2680,00 2953,00 2033,00 2251,00 2480,00





Tablica 9.12.STANDARD: HRN C.H1. 080DIN 3056ISO 2408^ELI^NA U@AD - STANDARD 8(1+6) + J

8 x 7 = 56 + J

22




DIN 3056ISO 2408

STEEL ROPES - STANDARD 8(1+6)+J8 x 7=56+J






3 0,26 0,031 0,038 5,40 6,00 6,60 4,70 5,20 5,704 +7 - 0 0,37 0,056 0,068 9,70 10,70 11,80 8,40 9,30 10,305 0,45 0,087 0,106 15,10 16,70 18,40 13,10 14,50 16,006 +6 - 0 0,55 0,125 0,153 21,70 24,10 26,60 18,90 21,00 23,108 0,70 0,196 0,239 38,70 42,90 47,20 33,70 37,30 41,00

9 0,80 0,28 0,34 49,00 54,20 59,80 42,60 47,10 52,0010 0,90 0,35 0,42 60,50 67,00 73,80 52,60 58,30 64,2011 1,00 0,42 0,51 73,10 81,00 89,30 63,60 70,50 77,7012 1,10 0,50 0,61 87,00 96,40 106,00 75,70 84,00 92,2013 1,15 0,59 0,72 102,00 113,00 124,00 88,70 98,30 108,00

14 +5 - 0 1,25 0,68 0,83 118,00 131,00 144,00 103,00 114,00 125,0015 1,35 0,78 0,96 136,00 151,00 166,00 118,00 131,00 144,0016 1,45 0,89 1,09 155,00 171,00 189,00 135,00 149,00 164,0017 1,55 1,01 1,23 175,00 193,00 213,00 152,00 168,00 185,0018 1,60 1,13 1,38 196,00 220,00 239,00 170,00 191,00 208,00

19 1,70 1,26 1,53 218,00 242,00 266,00 190,00 210,00 231,0020 1,80 1,39 1,70 242,00 268,00 295,00 210,00 233,00 257,0022 2,00 1,68 2,06 293,00 324,00 357,00 255,00 282,00 311,4024 2,20 2,00 2,45 348,00 386,00 425,00 303,00 336,00 370,00



Tablica 9.13.STANDARD: HRN C.H1.088DIN 3061ISO 2408^ELI^NA U@AD - FÜLLER 8(1+6+6+12)+J

8 x 25=200+J

23




DIN 3061ISO 2408

STEEL ROPES - F LLER 8(1+6+6+12)+J8 x 25=200+J

Ü






17 0,90 1,03 1,26 179,00 198,00 218,00 150,00 166,00 183,0018 0,95 1,15 1,41 200,00 222,00 244,00 168,00 186,00 205,0019 1,00 1,29 1,57 223,00 247,00 272,00 187,00 207,00 228,0020 1,10 1,50 1,83 247,00 274,00 302,00 207,00 230,00 254,0022 1,20 1,80 2,20 299,00 332,00 365,00 251,00 279,00 307,00

24 1,30 2,05 2,50 356,00 395,00 435,00 299,00 332,00 365,0025 1,35 2,23 2,72 387,00 428,00 472,00 325,00 360,00 396,0026 1,40 2,41 2,94 418,00 436,00 510,00 351,00 389,00 428,0028 1,50 2,80 3,41 485,00 537,00 592,00 407,00 451,00 497,0029 1,55 3,00 3,66 520,00 576,00 635,00 437,00 484,00 533,00

30 1,60 3,21 3,91 557,00 616,00 679,00 468,00 517,00 570,00+5 - 0

32 1,70 3,65 4,45 633,00 701,00 773,00 532,00 589,00 649,0033 1,75 3,88 4,74 674,00 746,00 822,00 566,00 672,00 690,0034 1,80 4,12 5,03 715,00 792,00 873,00 600,00 665,00 733,0036 1,90 4,62 5,64 802,00 888,00 978,00 674,00 746,00 822,00

38 2,00 5,15 6,28 893,00 989,00 1090,00 750,00 831,00 916,0039 2,10 5,42 6,61 941,00 1042,00 1148,00 790,00 875,00 964,0041 2,20 5,99 7,31 1040,00 1151,00 1269,00 874,00 967,00 1066,0043 2,30 6,59 8,04 1144,00 1267,00 1396,00 961,00 1064,00 1173,0045 2,40 7,22 8,81 1253,00 1387,00 1529,00 1053,00 1165,00 1284,00

49 2,60 8,56 10,44 1485,00 1645,00 1812,00 1247,00 1382,00 1522,0053 2,80 10,00 12,22 1738,00 1924,00 2120,00 1460,00 1616,00 1781,00



Tablica 9.14.STANDARD: HRN C.H1.104DIN 3062ISO 2408^ELI^NA U@AD - SEALE 8(1+9+9)+J

8 x 19=152+J

24




DIN 3062ISO 2408

STEEL ROPES - SEALE 8(1+9+9)+J8 x 19=152+J






6 0,40 0,125 0,153 21,80 24,10 26,60 18,30 20,20 22,30+6 - 0

7 0,45 0,147 0,180 29,60 32,80 36,10 24,90 27,60 30,308 0,55 0,223 0,272 38,70 42,80 47,20 32,50 36,00 39,609 0,60 0,282 0,344 49,00 54,20 59,80 41,10 45,50 50,20

10 0,65 0,314 0,384 60,50 67,00 73,80 50,80 56,30 62,00

11 0,75 0,422 0,514 73,20 81,00 89,30 61,50 68,00 75,0012 0,80 0,502 0,612 87,10 96,40 106,00 73,20 81,00 89,0013 0,85 0,59 0,72 102,20 113,00 125,00 85,80 95,00 105,0014 0,95 0,68 0,83 118,00 131,00 144,00 99,00 110,00 121,0015 1,00 0,78 0,96 136,00 151,00 166,00 114,00 127,00 139,00

16 1,05 0,89 1,09 155,00 171,00 189,00 130,00 144,00 159,0017 1,15 1,01 1,29 175,00 193,00 213,00 147,00 162,00 179,0018 1,20 1,13 1,38 196,00 217,00 239,00 165,00 182,00 201,00

+5 - 020 1,30 1,32 1,62 242,00 268,00 295,00 203,00 225,00 248,0022 1,45 1,69 2,06 293,00 324,00 357,00 246,00 272,00 300,00

23 1,55 1,84 2,25 320,00 354,00 390,00 269,00 297,00 328,0024 1,60 2,01 2,45 348,00 386,00 425,00 292,00 324,00 357,0027 1,80 2,54 3,10 441,00 488,00 538,00 370,00 410,00 452,0029 1,95 2,93 3,57 508,00 563,00 620,00 427,00 473,00 521,0032 2,10 3,57 4,35 619,00 686,00 756,00 520,00 576,00 635,00

34 2,25 4,03 4,91 699,00 774,00 853,00 587,00 650,00 716,0036 2,40 4,51 5,51 784,00 868,00 956,00 659,00 729,00 803,0039 2,60 5,30 6,46 920,00 1018,00 1122,00 773,00 855,00 942,0041 2,75 5,86 7,14 1016,00 1126,00 1240,00 853,00 946,00 1042,0042 2,80 6,15 7,50 1067,00 1181,00 1302,00 896,00 992,00 1094,00

44 2,90 6,75 8,23 1170,00 1296,00 1429,00 983,00 1089,00 1200,0047 3,10 7,70 9,39 1336,00 1479,00 1630,00 1123,30 1242,00 1369,00



Tablica 9.15.STANDARD: HRN C.H1.096DIN 3063ISO 2408^ELI^NA U@AD - WARRINGTON 8(1+6+6/6)+J

8 x 19=152+J

25




DIN 3063ISO 2408

STEEL ROPES - WARRINGTON 8(1+6+6/6)+J8 x 19=152+J






6 0,37 0,125 0,153 21,80 24,10 26,60 18,30 20,20 22,30+6 - 0

7 0,40 0,147 0,180 29,60 32,80 36,20 24,90 27,50 30,408 0,50 0,252 0,307 38,70 42,80 47,20 32,50 36,00 39,609 0,55 0,314 0,384 49,00 54,20 59,80 41,00 45,50 50,20

10 0,60 0,348 0,425 60,50 67,00 73,80 50,80 56,30 62,00

11 0,65 0,42 0,51 73,20 81,00 89,30 61,50 68,00 75,0012 0,70 0,50 0,61 87,00 96,40 106,00 73,00 81,00 89,0013 0,75 0,59 0,72 102,00 113,00 125,00 85,70 95,00 105,0014 0,85 0,73 0,89 118,00 131,00 144,00 99,00 110,00 121,0015 0,90 0,84 1,02 136,00 150,00 166,00 114,00 126,00 139,00

16 0,95 0,89 1,09 155,00 171,00 189,00 130,00 144,50 159,0017 +5 - 0 1,00 1,01 1,23 175,00 193,00 213,00 147,00 162,00 179,0018 1,05 1,13 1,38 196,00 217,00 239,00 165,00 182,00 200,0019 1,15 1,32 1,62 218,00 242,00 266,00 183,00 203,00 223,0020 1,20 1,39 1,70 242,00 268,00 295,00 203,00 225,00 248,00

21 1,25 1,54 1,87 267,00 295,00 325,00 224,00 248,00 273,0022 1,30 1,68 2,06 293,00 324,00 357,00 246,00 272,00 300,0023 1,40 2,01 2,45 320,00 354,00 390,00 269,00 297,00 328,0024 1,45 2,18 2,66 348,00 386,00 425,00 292,00 324,00 357,0025 1,50 2,26 2,76 378,00 418,00 461,00 317,00 351,00 387,00

26 1,55 2,45 2,98 409,00 453,00 499,00 343,00 381,00 419,0027 1,60 2,54 3,10 441,00 488,00 538,00 370,00 410,00 452,0028 1,65 2,73 3,33 474,00 525,00 578,00 398,00 441,00 485,0029 1,70 2,93 3,57 508,00 563,00 620,00 427,00 473,00 521,0031 1,80 3,35 4,08 581,00 643,00 709,00 488,00 540,00 596,00



Tablica 9.16.STANDARD: HRN C.H1.112DIN 3067ISO 2408^ELI^NA U@AD - WARRINGTON-SEALE

8(1+7+7/7+14)+J8 x 36=288+J

26



Table 9.16.STANDARD: HRN C.H1.

DIN 3067ISO 2408

STEEL ROPES - SEALE 8(1+7+7/7+14)+J

8 x 36=288+J

WARRINGTON-





Tekstilna jezgra ^eli~na jezgra 1770 1960 2160 1770 1960 2160mm % 2 2 2 2 2 2Textile core Steel core N/mm N/mm N/mm N/mm N/mm N/mm14 0,65 0,70 0,85 121,00 134,00 148,00 99,00 110,00 121,0016 0,75 0,91 1,13 158,00 175,00 193,00 130,00 143,00 158,0018 0,85 1,15 1,41 200,00 222,00 244,00 164,00 182,00 200,0020 0,95 1,42 1,74 247,00 274,00 302,00 203,00 225,00 248,0022 1,05 1,72 2,10 299,00 331,00 365,00 245,00 271,00 299,00

24 1,10 1,97 2,40 356,00 394,00 435,00 292,00 323,00 358,0026 1,20 2,41 2,94 418,00 463,00 510,00 343,00 380,00 418,0028 1,30 2,80 3,41 485,00 537,00 592,00 398,00 440,00 485,0030 1,40 3,21 3,91 557,00 616,00 679,00 457,00 505,00 557,0032 1,50 3,65 4,45 633,00 701,00 773,00 519,00 575,00 634,00

34 1,60 4,12 5,03 715,00 792,00 873,00 586,00 649,00 716,0036 +5 - 0 1,70 4,62 5,63 802,00 888,00 978,00 658,00 728,00 802,0039 1,80 5,42 6,61 941,00 1042,00 1148,00 771,00 854,00 941,0041 1,90 5,99 7,31 1040,00 1151,00 1269,00 853,00 944,00 1040,0043 2,00 6,59 8,04 1144,00 1267,00 1396,00 938,00 1039,00 1145,00

45 2,10 7,22 8,81 1253,00 1387,00 1529,00 1027,00 1137,00 1254,0047 2,20 7,87 9,61 1366,00 1513,00 1668,00 1120,00 1240,00 1368,0050 2,30 8,91 10,87 1546,00 1712,00 1887,00 1268,00 1404,00 1547,0052 2,40 9,64 11,76 1673,00 1852,00 2041,00 1372,00 1519,00 1673,0054 2,50 10,40 12,68 1804,00 1997,00 2201,00 1479,00 1637,00 1805,00

56 2,60 11,18 13,64 1940,00 2148,00 2367,00 1591,00 1761,00 1941,0058 2,70 11,99 14,63 2081,00 2304,00 2540,00 1706,00 1889,00 2083,0060 2,80 12,83 15,65 2227,00 2466,00 2718,00 1826,00 2022,00 2229,0063 2,90 14,15 17,26 2455,00 2719,00 2996,00 2013,00 2230,00 2457,0065 3,00 15,06 18,37 2614,00 2894,00 3190,00 2143,00 2373,00 2616,00

67 3,10 16,00 19,52 2777,00 3075,00 3390,00 2277,00 2521,00 2780,0069 3,20 16,97 20,70 2945,00 3261,00 3594,00 2415,00 2674,00 2947,00



Tablica 9.17.STANDARD: HRN C.H1.115DIN 3069API SPEC 9AISO 2408^ELI^NA U@AD - NEROTIRAJU]A

18(1+6)+J 6(1+6)+12(1+6)+J18 x 7=126+J

27




DIN 3069API SPEC 9A

ISO 2408STEEL ROPES - UNROTATING

18(1+6)+J6(1+6)+12(1+6)+J

18 x 7=126+J






4 0,26 0,061 0,064 11,60 12,80 14,10 9,00 10,00 11,00+7 - 0

5 0,34 0,096 0,100 18,10 20,00 22,00 14,10 15,60 17,206 0,40 0,138 0,145 26,00 28,80 31,80 20,30 22,50 24,80

+6 - 07 0,45 0,162 0,170 35,40 39,20 43,20 27,60 30,60 33,708 0,50 0,215 0,226 46,20 51,20 56,40 36,00 40,00 44,00

9 0,60 0,31 0,33 58,50 64,80 71,40 45,60 50,50 55,7010 0,65 0,38 0,40 72,30 80,00 88,20 56,40 62,40 68,8011 0,75 0,50 0,53 87,40 96,80 106,00 68,20 75,50 82,7012 0,80 0,55 0,58 104,00 115,00 127,00 81,10 89,70 99,0013 0,85 0,65 0,68 122,00 135,00 149,00 95,20 105,00 116,00

14 0,95 0,75 0,79 142,00 157,00 173,00 111,00 122,00 135,0015 +5 - 0 1,00 0,86 0,90 163,00 180,00 198,00 127,00 140,00 154,0016 1,05 0,98 1,03 185,00 205,00 226,00 144,00 160,00 176,0017 1,15 1,10 1,16 209,00 231,00 255,00 163,00 180,00 199,0018 1,20 1,24 1,30 234,00 259,00 286,00 182,00 202,00 223,00

19 1,25 1,38 1,45 261,00 289,00 318,00 204,00 225,00 248,0020 1,35 1,53 1,61 289,00 320,00 353,00 225,00 250,00 275,0022 1,45 1,85 1,94 350,00 387,00 427,00 273,00 302,00 333,0024 1,60 2,20 2,31 416,00 461,00 508,00 324,00 360,00 396,0026 1,70 2,59 2,72 489,00 541,00 596,00 381,00 422,00 465,00



Tablica 9.18.STANDARD: HRN C.H1.116ISO 2408^ELI^NA U@AD - NEROTIRAJU]A

36(1+6)+J 6(1+6)+12(1+6)+18(1+6)+J36 x 7=252+J

28





36(1+6)+J6(1+6)+12(1+6)+18(1+6)+J

36 x 7=252+J





Tekstilna jezgra ^eli~na jezgra 1770 1960 2160 1770 1960 2160mm % 2 2 2 2 2 2Textile core Steel core N/mm N/mm N/mm N/mm N/mm N/mm6 0,28 0,140 0,145 26,50 29,40 32,30 19,90 22,00 24,20

+6 - 07 0,34 0,191 0,200 36,10 40,00 44,00 27,00 30,00 33,008 0,37 0,219 0,226 47,10 52,20 57,50 35,30 39,10 43,109 0,40 0,282 0,290 59,70 66,00 72,80 44,80 49,50 54,60

10 0,45 0,35 0,36 73,60 81,60 90,00 55,20 61,20 67,50

11 0,50 0,43 0,44 89,10 98,70 109,00 66,80 74,00 81,8012 0,55 0,51 0,53 106,00 117,00 130,00 79,50 87,70 97,5013 0,60 0,61 0,63 124,00 138,00 152,00 93,00 103,00 114,0014 0,65 0,71 0,73 144,00 160,00 176,00 108,00 120,00 132,0015 0,70 0,82 0,84 166,00 183,00 202,00 124,00 137,00 151,00

16 0,75 1,00 1,03 188,00 209,00 230,00 141,00 157,00 172,0017 0,80 1,13 1,16 213,00 236,00 260,00 160,00 177,00 195,0018 +5 -0 0,85 1,26 1,30 239,00 264,00 291,00 179,00 198,00 218,0019 0,90 1,41 1,45 266,00 294,00 325,00 200,00 220,00 244,0020 0,95 1,56 1,61 295,00 326,00 360,00 221,00 244,00 270,00

21 1,00 1,72 1,77 325,00 360,00 396,00 244,00 270,00 297,0022 1,05 1,89 1,94 356,00 395,00 435,60 267,00 296,00 326,0023 1,10 2,06 2,13 390,00 431,00 476,00 292,00 323,00 357,0024 1,15 2,25 2,31 424,00 470,00 518,00 318,00 352,00 389,0025 1,20 2,44 2,51 460,00 510,00 562,00 345,00 382,00 421,00

26 1,25 2,64 2,72 498,00 551,00 608,00 373,00 413,00 456,0027 1,30 2,84 2,93 537,00 595,00 655,00 403,00 446,00 491,0028 1,35 3,06 3,15 577,00 640,00 705,00 433,00 480,00 529,0030 1,40 3,51 3,62 663,00 734,00 809,00 497,00 550,00 607,0032 1,50 4,00 4,12 754,00 835,00 921,00 566,00 626,00 691,00

34 1,60 4,51 4,64 852,00 943,00 1039,00 639,00 707,00 779,0036 1,70 5,06 5,21 955,00 1057,00 1165,00 716,00 793,00 874,00



Tablica 9.19.STANDARD: HRN C.HI.120ISO 2408ÊLI^NA U@AD - NEROTIRAJU]A

24(1+6)+9(0+3)+^J24 x 7+9 x 3+^J=195+^J

Napomena: * Teìnu za golu uàd uve}ati za 4% (u~e{}e masti).

Remark: *Weight of bare ropes should be increased for 4 % (grease share).



24(1+6)+9(0+3)+^J24 x 7+9 x 3+^J=195+^J

29





1770 1960 2160 1770 1960 2160mm % êli~na jezgra / Steel core 2 2 2 2 2 2N/mm N/mm N/mm N/mm N/mm N/mm

11 0,60 0,49 93,30 103,00 114,00 69,30 76,50 84,7012 0,65 0,58 111,00 123,00 135,00 82,40 91,30 100,0013 0,70 0,68 130,00 144,00 159,00 96,60 107,00 118,0014 0,75 0,79 151,00 167,00 184,00 112,00 124,00 137,0015 0,80 0,90 173,00 192,00 212,00 128,00 143,00 157,00

16 0,85 1,03 197,00 219,00 241,00 146,00 163,00 179,0017 0,90 1,16 223,00 247,00 272,00 166,00 183,00 202,0018 0,95 1,30 250,00 277,00 305,00 186,00 206,00 226,0019 1,00 1,45 278,00 308,00 340,00 206,00 229,00 252,0020 1,05 1,61 308,00 342,00 376,00 229,00 254,00 279,00

21 +5 - 0 1,10 1,77 340,00 377,00 415,00 252,00 280,00 308,0022 1,20 1,95 373,00 413,00 456,00 277,00 307,00 339,0024 1,30 2,32 444,00 492,00 542,00 330,00 365,00 402,0026 1,40 2,72 521,00 577,00 636,00 387,00 429,00 472,0028 1,50 3,15 605,00 670,00 738,00 449,00 498,00 548,00

30 1,60 3,62 694,00 769,00 847,00 515,00 571,00 629,0032 1,70 4,12 790,00 875,00 964,00 587,00 650,00 716,0034 1,80 4,65 892,00 987,00 1088,00 662,00 733,00 808,0036 1,90 5,21 1000,00 1107,00 1220,00 743,00 822,00 906,00



30






PROIZVODNI PROGRAM MANUFACTORING RANGE

POWER CABLES- 1 kV insulated with PVC and XLPE- 6 kV to 36 kV insulated with XLPE and EPDM- 1 kV to 36 kV selfsupporting cables with XLPE insulation

THERMOPLASTIC INSULATED WIRING CABLES AND WIRES- power cables and wires- automotive wires

RUBBER INSULATED WIRING CABLES AND WIRES

SHIPBOARD CABLES- insulated with EPDM and sheathed with CR- flame retardant halogen free cables-

CABLES AND CONNECTORS FOR AIRPORT INSTALLATIONS

TELECOMMUNICATION CABLES- telephone cables with PE insulation- telephone cables with PVC insulation

FIBREOPTIC CABLES

CONTROL, INSTRUMENT AND COMPUTER CABLES- control cables 1 kV with PVC insulation- instrument cables insulated with PE and XLPE and PVC sheathing - fibreoptic and copper LAN cables in cat. 5

MINING CABLES

WELDING CABLES

SPECIAL CABLES AND WIRES- for operating temperature +70 ºC to +160 ºC

CABLE HARNESSES- wide range of cable harnesses, bundles and connection wiring units- spiral cables

ENAMELLED WIRE

ALUMINIUM, STEEL REINFORCED ALUMINIUM ROPES AND Al-ALLOY ROPES

OPTICAL POWER GROUND WIRE (OPGW)

STEEL ROPES FOR LIFTS, CRANES, SHIPS AND OTHER APPLICATIONS

INSULATION MATERIALS- rubber compounds- crosslinked polyethylene (XLPE)- halogenfree flameretardant polyolefine- PVC

ENERGETSKI KABELI- 1 kV s PVC i XLPE izolacijom- 6 kV do 36 kV s XLPE i EPDM izolacijom- 1 kV do 36 kV s XLPE izolacijom u samonosivoj izvedbi

SAVITLJIVI I INSTALACIJSKI VODOVI I KABELI IZOLIRANI TERMOPLASTIMA

- energetski vodovi i kabeli- automobilski vodovi

SAVITLJIVI I INSTALACIJSKI VODOVI I KABELIIZOLIRANI ELASTOMERIMA

BRODSKI KABELI- s EPDM izolacijom i CR pla{tem- te{ko gorivi, s izolacijom i pla{tem bez halogenih materijala- vatrootporni, s izolacijom i plaštem bez halogenih materijala

KABELI I KONEKTORI ZA AERODROMSKEINSTALACIJE

TELEKOMUNIKACIJSKI KABELI- telefonski kabeli s PE izolacijom- telefonski kabeli s PVC izolacijom

SVJETLOVODNI KABELI

SIGNALNO-UPRAVLJA^KI, MJERNI I KABELI ZAINFORMATI^KE MRE@E

- signalno-upravlja~ki s PVC izolacijom za napone do 1 kV- mjerni s PE i XLPE izolacijom i PVC pla{tem- kabeli sa svjetlovodnim i Cu vodi~em kategorije 5 za lokalne informati~ke

mreè (LAN)

RUDARSKI KABELI

KABELI ZA ZAVARIVANJE

SPECIJALNI VODOVI I KABELI- za radne temperature od +70 °C do + 160 °C

KONFEKCIONIRANI KABELI I VODOVI- kabelski setovi i priklju~ci raznih namjena- spiralni kabeli

LAKIRANA @ICA

ALUMINIJSKA, ALU-ÊLI^NA I U@AD ODALUMINIJSKIH LEGURA

ZA[TITNA U@AD SA SVJETLOVODNIM NITIMA (OPGW)

ÊLI^NA U@AD I PRIVEZNICE ZA DIZALICE, BRODOVE I DRUGE NAMJENE

IZOLACIJSKI MATERIJALI- gumene mje{avine- umreìvi polietilen (XLPE)- bezhalogeni te{kogorivi poliolofini- PVC

TUGONICA

ZAGREB

ZADAR

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CROATIAN

PARTNER

Utemeljena 1927. Founded in 1927

Energija - komunikacije / Energy - Communication

Tel.: (++385-1) 24 82 600; Fax: (++385-1) 24 04 898http://www.elka.hr e-mail: [email protected]

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