inženjering projektovanje izvodenje engineering design assembly

Transcription

inženjering projektovanje izvodenje
engineering design assembly
Privredno društvo „Tankmont d.o.o.” nastalo
je 2005. godine statusnom promenom firme
„Metal Montaža” koja je imala svoj radni vek dug 9
godina.
Delatnost firme je definisana kao
projektovanje, izvođenje i inženjering, mada se
uglavnom bavi izvođenjem radova na izgradnji
metalnih konstrukcija.
Strukturu zaposlenih čine inženjeri mašinstva,
građevinarstva i visoko kvalifikovani bravari i
zavarivači.
Iz navedenih referenci može se videti da je
firma u poslednjih deset godina usko
specijalizovana za izgradnju velikih rezervoara za
skladištenje nafte i naftnih derivata.
Sticajem okolnosti i zahvaljujući saradnji sa
velikim investitorima, poslovi izgradnje rezervoara
odvijali su se na teritoriji Ruske Federacije, prema
njihovim standardima i zakonima. „SNIP” i „GOST”
standardi Ruske Federacije su dodatno pojačani i
postroženi internim "RD" standardima investitora,
kompanije „Transnjeft”, koji su jako bliski
američkim „API” standardima.
Pored rezervoara firma se bavi izradom i
montažom tehnoloških cevovoda za transport
nafte prečnika 1.000 mm, kao i cevovoda manjih
prečnika predviđenih za transport vode i pene u
sistemima za gašenje požara.
Uspešno učestvuje na izradi i montaži čeličnih
konstrukcija, hala i nosećih konstrukcija.
Svaki od navedenih objekata završen je pre
roka. Iako su ostvareni rokovi bili jako kratki, brzo
izvođenje radova nije umanjilo njihov kvalitet.
U cilju daljeg unapređenja kvaliteta proizvoda i
usluga, menadžment firme je 2010. godine doneo
odluku o pristupanju uvođenja integrisanog
sistema menadžmenta prema standardima „ISO
9001”, „ISO 14001” i „OHSAS 18001”.
Dana 13.04.2011. godine izvršena je
sertifikacija od strane sertifikacione kuće SGS iz
Švajcarske i dobijeni sertifikati navedenih
standarda.
Company “Tankmont” Ltd. was founded in
2005 by statutory change of company “Metal
Montaza'', which had worked for 9 years.
Company's field of work is defined as
designing, constructing and engineering, although
we mainly deal with the constructing of metal
structures.
Employees are structured from mechanical,
civil engineers and highly skilled metalworkers and
welders.
The references below show that in the last ten
years we have specialized in building big reservoirs
for oil derivatives storage.
Circumstantially, and thanks to cooperation
with large investors, constructing reservoirs on the
territory of the Russian Federation have been
conducted according to their standards and laws.
The “SNIP” and “GOST” standards of Russian
Federation were tighten up and made more
rigorous by “RD”, internal standards of the investor
“Transneft” which are very close to the “API”
standards of USA.
In addition to the reservoirs, we have been
constructing and assembling pipelines for oil
transport, with diameter of 1,000 mm, and with
smaller diameters for water and foam transport in
fire protection system.
We have successfully participated in the
manufacture and assembly of steel structures,
halls and supporting structures.
We are pleased to say that every construction
work was finished before the deadlines, which
were very short, and that the speed of
construction has not diminished the quality of
work.
In order to improve the quality of our products
and services further, in 2010 we approached the
introduction of integrated management system of
standards “ISO 9001”, “ISO 14001” and “OHSAS
18001”.
On April 13th 2011, certification company SGS
from Switzerland performed certification and
awarded us certificates for the above standards.
3
Poslovno stambeni i proizvodni
objekti „TANKMONT“
Zdravka Jekica 127, Stari Banovci (Srbija)
Proizvodna hala sa pratećim prostorijama
opremljena je za proizvodnju i izradu metalnih
konstrukcija površine 1.000 m2
Instalirana oprema:
- mašina za savijanje lima,
- mašina za savijanje cevi i profila,
- hidraulične makaze za lim,
- mašina za gasno rezanje lima,
- mašine za obradu ivica lima,
- uređaji za brušenje i rezanje,
- aparati za zavarivanje,
- viljuškari, mobilne dizalice, kamion-šleper,
- mosna dizalica i dr.
Poslovno-stambeni objekat namenjen za
privremeni smeštaj radnika i rukovodilaca
angažovanih u hali površine 600 m2
4
Commercial, residential and
production facilities “TANKMONT”
Zdravka Jekica bb, Stari Banovci (Srbija)
Production hall with accompanying premises
is equipped for production and
manufacturing of metal structures with area
of 1,000 m2
Installed equipment:
- machine for bending sheet metal,
- machine for bending tubes and profiles,
- hydraulic shears,
- machine for gas cutting of sheet metal,
- machines for processing sheet metal edges
- devices for grinding and cutting,
- welding machines,
- forklift trucks, mobile cranes, tow truck,
- bridge crane and others.
Business and residential facility is designed
for the temporary accommodation of
workers and managers engaged in a hall of
600 m2
SERTIFIKATI INTEGRISANOG
SISTEMA MENADŽMENTA
INTEGRATED MANAGMENT
SYSTEM CERTIFICATES
Republička licenca za izvoðenje radova u Srbiji
I031M1 - termotehnickih, termoenegetskih, procesnih i gasnih instalacija za
medunarodne i magistralne gasovode i naftovode za transport, za gasovode
nazivnog radnog natpritiska preko 16 bara ako prelaze preko teritorije
najmanje dve opštine, za skladišta nafte, gasa i naftnih derivata kapaciteta
preko 500 tona.
I031Ml - thermal engineering, thermal energetics, process and gas installations
for international and main gas lines and petroleum lines for transport, for gas
lines of nominal working overpressure over 16 bar if they pass over territories
of at least two municipalities, for storage of petroleum, gas and petroleum
derivatives with capacity over 500 tons.
Republican license for construction works
ISO 14001 : 2004 Sistemi upravljanja zaštitom životne sredine
ISO 14001: 2004 Environmental Management Systems
OHSAS 18001 : 2007 Sistemi upravljanja zaštitom zdravlja i bezbednošću na
radu
OHSAS 18001: 2007 Occupational Health and Safety at Work Management
Systems
ISO 9001 : 2008 Sistemi menadžmenta kvalitetom
ISO 9001 : 2008 Quality Management Systems
5
Lista referenci :
Reference list :
Primorsk, Rusija (01.06.2004 – 05.09.2004)
3
- Rezervoar od 50.000 m
Primorsk, Rusija (01.12.2004 – 25.03.2005)
3
- Dva rezervoara od 50.000 m
Primorsk, Rusija (01.04.2005 – 01.05.2005)
3
- Dva „rolovana” rezervoara od 2.000 m
Primorsk, Rusija (05.04.2005 – 05.06.2005)
- Pumpna stanica (sistem za gašenje požara)
Samara, Rusija (10.06.2005 – 15.09.2005)
3
- Tri rezervoara od 20.000 m
Primorsk, Rusija (20.09.2005 – 05.11.2005)
- Pogon za prečišćavanje otpadnih voda
- Pet „rolovanih” rezervoara za vodu od
3
3
100 m i 200 m
- Noseća konstrukcija za rezervoare-cisterne
- Montaža hale dimenzija 60 m x 20 m x 15 m
- Montaža i zavarivanje 900 m cevovoda
o 273 mm i o 159 mm za vodu
Kalejkino, Tatarstan, Rusija (25.11.2005 – 20.02.2006)
- Rezervoar od 50.000 m3
Kalejkino, Tatarstan, Rusija (01.03.2006 – 01.04.2006)
Samara, Rusija (10.12.2005 – 01.04.2006)
- Dva rezervoara od 50.000 m3
Nižnji Novgorod, Rusija (20.04.2006 – 01.07.2006)
Samara, Rusija (01.04.2006 – 23.10.2006)
- Šest rezervoara od 20.000 m3
- Tehnološki cevovod prečnika 1.000 mm, sa
priključkom na rezervoar
Lipeck, Rusija (25.08.2006 – 05.11.2006)
Lipeck, Rusija (10.09.2006 – 10.12.2006)
- Tehnološki cevovod prečnika 1.000 mm, sa
- 4,5 km cevovoda (prečnici: 325 mm,
273 mm i 159 mm) za vodu i penu u sistemu
zа gašenje požara
Nikoljsk, Rusija (03.05.2007 – 05.08.2007)
- Sistem tehnološkog cevovoda
- Aluminijumska membrana
Samara, Rusija (15.05.2007 – 30.07.2007)
- Četiri „rolovana” rezervoara od 5.000 m3
gašenje požara
Primorsk, Russia (06/01/2004 – 09/05/2004)
- Reservoir of 50,000 m3
Primorsk, Russia (12/01/2004 – 03/25/2005)
- Two reservoirs of 50,000 m3
Primorsk, Russia (04/01/2005 – 05/01/2005)
- Two “rolled” reservoirs of 2,000 m3
Primorsk, Russia (04/05/2005 – 06/05/2005)
- Pump station for fire protection system
Samara, Russia (06/10/2005 – 09/15/2005)
3
- Three reservoirs of 20,000 m
Primorsk, Russia (09/20/2005 – 11/05/2005)
- The plant for purifying wastewaters
- Five “rolled” water reservoirs, 100 m3 and
3
200 m
- Supporting structure for reservoirs-cisterns
- Assembling of hall of 60 m x 20 m x 15 m
- Assembling and welding of 900 m of water
pipelines, ø 273 mm and ø 159 mm
Kaleikin, Tatarstan, Russia (11/25/2005 – 02/20/2006)
3
- Reservoir of 50,000 m
Kaleikin, Tatarstan, Russia (03/01/2006 – 04/01/2006)
3
Samara, Russia (12/10/2005 – 04/01/2006)
3
- Two reservoirs of 50,000 m
Nizhny Novgorod, Russia (04/20/2006 – 07/01/2006)
3
Samara, Russia (04/01/2006 – 10/23/2006)
3
- Six reservoirs of 20,000 m
- Pipeline (ø 1,000 mm) with the connection to
the reservoir
Lipetsk, Russia (08/25/2006 – 11/05/2006)
3
Lipetsk, Russia (09/10/2006 – 12/10/2006)
- Pipeline (ø 1,000 mm) with connection to the
reservoir
- 4.5 km of pipeline (ø 325 mm, ø 273 mm and
ø 159 mm) for water and foam in the fire
protection system
Nikolsk, Russia (05/03/2007 – 08/05/2007)
- Reservoir of 20,000 m3
- Pipeline system
- Aluminum membrane
Samara, Russia (05/15/2007 – 07/30/2007)
6
3
- Four “rolled” reservoirs of 5,000 m
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Aldan, Rusija (20.08.2007 – 20.12.2007)
3
- Tri „rolovana” rezervoara od 400 m
- 13 gromobranskih stubova
- 14 rasvetnih stubova
Skovorodino, Rusija (15.01.2008 – 01.05.2008)
- Naftovod dužine 23,5 km (ø 720 mm)
- Tri rezervoara od 50.000 m3
- Tri aluminijumska krova na rezervoarima od
50.000 m3
- Tri Al membrane na tim rezervoarima
3
- Četiri rezervoara od 20.000 m
3
- Dva rezervoara od 400 m3
- Sistem tehnološkog cevovoda u
rezervoarnom parku
- 30 gromobranskih stubova
- 17 rasvetnih stubova
- Vozno-prelivni punkt
Samara, Rusija (15.05.2009 – 31.07.2009)
3
- Četiri rezervoara od 20.000 m
- Četiri aluminijumske membrane u
3
rezervoarima od 20.000 m
Talakan, Rusija (01.08.2009 – 10.10.2009)
- Dva aluminijumska krova na rezervoarima
3
od 50.000 m
- Dve aluminijumske membrane u
3
rezervoarima od 50.000 m
Uneča, Rusija (10.08.2009 – 20.02.2010)
3
3
3
- Rezervoar od 400 m
Purpe, Rusija (15.11.2009 – 20.03.2010)
3
3
Ust-Luga, Rusija (15.05.2010 – 05.10.2010)
- Četiri rezervoara od 50.000 m3
- Priključni cevovod (ø 1.020 mm) dužine
1.440 m
Aldan, Russia (08/20/2007 – 12/20/2007)
3
- Three “rolled” reservoirs of 400 m
- 13 lightning conductor pillars
- 14 light pillars
Skovorodino, Russia (01/15/2008 – 05/01/2008)
- Technology pipeline (length 23.5 km, ø 720 mm)
3
- Three reservoirs of 50,000 m
- Three Al roofs on reservoirs of 50,000 m3
- Three Al membranes in reservoirs of
50,000 m3
- Four reservoirs of 20,000 m3
3
- Two reservoirs of 400 m3
- Pipeline system in the reservoir park
- 30 lightning conductor pillars
- 17 light pillars
- Train overflow point
16.
Samara, Russia (05/15/2009 – 07/31/2009)
- Four reservoirs of 20.000 m³
- Four Al membranes in the reservoirs of
3
20,000 m
Talakan, Russia (08/01/2009 – 10/10/2009)
- Two aluminum roofs on reservoirs of
50,000 m3
- Two aluminum membranes in reservoirs of
50,000 m3
Unecha, Russia (08/10/2009 – 02/20/2010)
3
- Reservoir of 400 m3
Purpe, Russia (11/15/2009 – 03/20/2010)
3
Ust-Luga, Russia (05/15/2010 – 10/05/2010)
3
- Four reservoirs of 50.000 m
- Technology pipeline (length 1,440 m,
ø 1,020 mm)
20.
17.
18.
19.
21.
22.
23.
24.
7
Purpe, Rusija (20.05.2010 – 25.10.2010)
3
- Tri rezervoara od 20.000 m
- Dva „rolovana” rezervoara od 2.000 m3
3
- Dva „rolovana” rezervoara od 425 m
Habarovsk, Rusija (05.09.2010 – 20.12.2010)
3
Vladivostok, Rusija (20.01.2011 – 15.05.2011)
3
- Čelični šahtovi za sistem vodovoda i
kanalizacije
Samara, Rusija (05.05.2011 – 10.08.2011)
3
- Šest rezervoara od 20.000 m
3
- Rezervoar od 5.000 m
Primorska oblast - Habarovski kraj, Rusija
(09/10/2010 – 08/30/2011)
(10.09.2010 – 30.08.2011)
- Montaža stubova za dalekovode
Kropotkin, Rusija (13.09.2011 – 07.04.2012)
Novorosijsk, Rusija (26.05.2012 – 26.06.2012)
- Izrada metalnih šipova
Samara, Rusija (13.04.2012 – 31.08.2012)
- Pet rezervoara od 20.000 m3
Južni Balik, Rusija (31.07.2012 – 15.10.2012)
- Četiri rezervoara od 20.000 m3 i dva
3
rezervoara od 1.000 m
Ufa, Baškortostan, Rusija (10.11.2012 – 26.01.2013;
- Installation of poles for power lines
Kropotkin, Russia (09/13/2010 – 04/07/2012)
3
Novorossiysk, Russia (09/19/2012 – 06/26/2012)
- Production of steel piles
Samara, Russia (04/13/2012 – 08/31/2012)
3
- Five reservoirs of 20,000 m
Yuzhny Balyk, Russia (07/31/2012 – 10/15/2012)
3
- Four reservoirs of 20,000 m and two
3
reservoirs of 1,000 m
Ufa, Bashkortostan, Russia (11/10/2012 – 01/26/2013
and 04/01/2013 – 07/01/2013)
01.04.2013 – 01.07.2013)
3
Samara, Rusija (01.04.2013 – 15.10.2013)
- Četiri rezervoara od 20.000 m3 sa
pripadajućim cevovodima za hlađenje i
gašenje požara i tehnološkim cevovodima
za punjenje/pražnjenje
Novi Urengoj, NPS - 2, Rusija
3
- Two reservoirs of 20,000 m and two
reservoirs of 5,000 m3
Samara, Russia (04/01/2013 – 10/15/2013)
3
- Four reservoirs of 20,000 m with belonging
pipelines for cooling and firefighting systems
and pipelines for filling / emptying reservoirs
Novy Urengoy NPS - 2, Russia
(01/10/2013 – 05/01/2015)
(10.01.2013 – 01.05.2015)
3
- Deset rezervoara od 20.000 m
- Šipovi za sve objekte na gradilištu
Samara, Rusija (06.11.2013 – 15.07.2014)
3
- Šest rezervoara od 20.000 m
3
- Rezervoar od 50.000 m sa cevovodima za
hlađenje i gašenje požara i tehnološkim
cevovodima na dva rezervoara
Grušovaja, Rusija (01.12.2013 – 01.06.2014)
8
Purpe, Russia (05/20/2010 – 10/25/2010)
- Three reservoirs of 20,000 m3
3
- Two “rolled” reservoirs of 2,000 m
- Two “rolled” reservoirs of 425 m3
Khabarovsk, Russia (09/05/2010 – 12/20/2010)
3
Vladivostok, Russia (01/20/2011 – 05/15/2011)
3
- Steel covers of manholes for water and
sewage system
Samara, Russia (05/05/2011 – 08/10/2011)
3
- Six reservoirs of 20,000 m
3
Primorsky krai – Khabarovsky krai, Russia
3
- Ten reservoirs of 20,000 m and steel piles
for the foundation of all buildings on site
Samara, Russia (11/06/2013 – 07/15/2014)
- Six reservoirs of 20,000 m3
3
- Reservoir of 50,000 m with belonging
pipelines for cooling and firefighting systems
and pipelines for two reservoirs
Grushevaya, Russia (12/01/2013 – 06/01/2014)
Novy Urengoy GNPS-1, Russia
39. Novi Urengoj, GNPS-1, Rusija
(01/01/2014 – 06/01/2015)
(01.01.2014 – 01.06.2015)
3
40.
41.
42.
43.
44.
45.
- Osam rezervoara od 20.000 m
- Šipovi za sve objekte na gradilištu (24.000
komada, o 159 mm do o 425 mm)
- Remont podova i omotača na dva
rezervoara
Purpe, Rusija (10.06.2014 – 15.11.2014)
3
Sabeta, Rusija (01.08.2014 – 01.06.2016)
- Montaža krovova na dva rezervoara od
160.000 m3 za TNG
- Montaža unutrašnjih rezervoara i visećih Al
krovova
Kujumba GNPS-1, Rusija (25.11.2014 – 10.05.2015)
Samara, Rusija (01.12.2014 – 15.05.2015)
- Tri rezervoara od 20.000 m3
Kujumba NPS-2, Rusija (01.02.2015 – 15.06.2015)
- Eight reservoirs of 20,000 m³
- Steel piles for the foundation of all buildings
on site (24.000 pcs., ø 159 mm to ø 425 mm)
- Repair of reservoirs shells and bottoms on
two reservoirs
Purpe, Russia (06/10/2014 – 11/15/2014)
3
- Four reservoirs of 20,000 m
3
Sabetta, Russia (08/01/2014 – 06/01/2016)
- Installation of roofs on two reservoirs of
3
160,000 m for LPG
- Installation of interior reservoirs and hanging
Al roofs
Kuyumba GNPS-1, Russia (11/25/2014 – 05/10/2015)
3
- Four reservoirs of 20,000 m
Samara, Russia (12/01/2014 – 05/15/2015)
- Three reservoirs of 20,000 m3
Kuyumba 2, Russia (02/01/2015 – 06/15/2015)
9
Sofija, Bugarska (15.09.2011 – 02.10.2011)
- Šest plivajućih aluminijumskih membrana
VACONODeck
Subotica, Beograd (01.11.2011 – 22.12.2011)
- Izrada i montaža konstrukcije antenskog
stuba visine 36 m
Zemun Polje, Srbija (01.10.2012 - 29.10.2012)
- Izrada i montaža lake konstrukcije, bravarije
i limarski radovi
Sremski Karlovci, Srbija (01.11.2011 – 05.04.2012)
- Rezervoar od 3.000 m3, dva rezervoara od
2.000 m3, rezervoar od 1.500 m3, tri
rezervoara od 1.000 m3 i rezervoar od
500 m3
Novi Sad, Srbija (15.02.2012 – 03.04.2012)
Pančevo, Srbija (NIS) (09.04.2012 – 27.04.2012)
- Četiri plivajuće aluminijumske membrane
VACONODeck
Inđija, Srbija (19.03.2012 – 27.04.2012)
- Projektovanje, izrada i montaža
konstrukcije reklamnog totema visine
35,2 m (5 montažnih komada)
Beograd, Srbija (01.06.2012 – 13.07.2012)
- Projektovanje, izrada i montaža lake
konstrukcije i bravarije
Pančevo, NIS, Srbija (20.08.2012 – 01.11.2012)
- Sanacija tri postojeća rezervoara i ugradnja
tri plivajuće aluminijumske membrane
VACONODeck
Smederevo, Srbija (10.11.2012 – 15.05.2013)
- Dva rezervoara od 500 m3
Smederevo, NIS, Srbija (28.11.2012 – 20.12.2013)
- Kao glavni nosioci radova ispred NIS-a izvršili
3
smo sanaciju rezervoara od 60.000 m u
Smederevu
Sofia, Bulgaria (09/15/2011 - 10/02/2011)
- Six floating aluminum membranes
VACONODeck
Subotica, Serbia ( 11/01/2011 - 12/22/2011)
- Fabrication and installation of telecom tower
36m high
Zemun Polje, Serbia ( 10/01/2012 - 10/29/2012 )
- Fabrication and installation of lightweight
construction, steelwork and sheet metal work
Sremski Karlovci, Serbia ( 11/01/2011 - 04/05/2012)
- Reservoir of 3.000 m³, two reservoirs of
2.000 m³, reservoir of 1.500 m³, three
reservoirs of 1.000 m³ and reservoir of 500 m³
Novi Sad, Serbia (02/15/2012 - 04/03/2012)
- Two reservoirs of 2.000 m³
Panchevo, Serbia (NIS) ( 04/09/2012 - 04/27/2012)
- Four floating aluminum membrane
VACONODeck
Indjija, Serbia (03/19/2012 - 04/27/2012)
- Design, manufacture and installation of
advertising tower 35,2m (5 prefabricated
pieces)
Belgrade, Serbia ( 06/01/2012 - 07/13/2012)
- Design, manufacture and installation of
lightweight construction and steelwork
Panchevo, Serbia (NIS) (08/20/2012 - 11/01/2012)
- Repair of three reservoirs and installation of
three floating aluminum membrane
VACONODeck
Smederevo, Serbia (11/10/2012 - 05/15/2013)
- Reservoir of 2.000 m³
- Two reservoirs of 500 m³
Smederevo, Serbia (NIS) ( 11/28/2012 - 12/20/2013 )
- As holder of the contract with the Investor
"NIS" we did recovery of the reservoir with
volume of 60.000 m³ in Smederevo
11
Značajni objekti u Srbiji i
regionu :
Significant facilities in Serbia
and the region:
Beograd, Srbija (10.03.2007 – 03.05.2007)
- Čelična konstrukcija revizionih kolica za
sanaciju Brankovog mosta
Belgrade, Serbia (03/10/2007 – 05/03/2007)
- The steel structure of under bridge
inspection cart for the Branko's bridge
recovery
Belgrade, Serbia (06/30/2007 – 08/28/2007)
- The steel structure of the building "Grand
Casino – Yugoslavia”
Bar, Montenegro (04/16/2008 – 06/29/2008)
- Four aluminum floating roofs for reservoirs
on the "Jugopetrol” stock
Pozhega, Serbia(09/03/2008 – 11/25/2008 and
Beograd, Srbija (30.06.2007 – 28.08.2007)
- Čelična konstrukcija zgrade „Grand Casino Jugoslavija”
Bar, Crna Gora (16.04.2008 – 29.06.2008)
- Četiri aluminijumske membrane za
rezervoare na skladištu „Jugopetrol”
Požega, Srbija (03.09.2008 – 25.11.2008. i 03.08.2009 –
05.10.2009)
08/03/2009 – 10/05/2009)
3
- Četiri rezervoara od 5.000 m na skladištu za
direkciju za robne rezerve (dva rezervoara
su rađena 2008, a dva 2009)
Stari Banovci, Srbija (25.01.2010 – 15.12.2010)
- Proizvodna hala „Tankmont”
Barič, Srbija (15.12.2010 – 25.12.2010) i
Novi Sad, Srbija (12.01.2011 – 01.02.2011)
- Četiri plivajuće aluminijumske membrane
VACONODeck (dve su izvedene u Bariču, a
dve u Novom Sadu)
Srbija i Crna Gora (09.08.2007 – 04.02.2011)
- Interex – Zemun
- DIS – Kruševac
- Interspeed – Preševo
- TUŠ – Novi Sad
- DIS – Jagodina
- DIS – Lazarevac
- Bravo – Loznica
- DIS – Mladenovac
- DIS – Smederevska Palanka
- Fabrika sokova – Varvarin
- Auto salon Vidaković – Subotica
- Sanja IPPI – Stara Pazova
- VIP – Dobanovci
- Caffe Kornjača – Beograd
- Roda market - Sremska Mitrovica
- Maxprom – Beograd
- Deltaterm – Surčin
- DIS – Pančevo
- ALEX Company – Beograd
- Hotel Maestral – Pržno
- Luk Oil – Doljevac
10
- Four reservoirs of 5,000 m³ for storage for
Republic Directorate of Commodity Reserves
(two reservoirs in 2008 and two reservoirs in 2009)
Stari Banovci, Serbia (01/25/2010 – 12/15/2010)
- Production hall "Tankmont”
Barich, Serbia (12/15/2010 – 12/25/2010) and
Novi Sad, Serbia (01/12/2011 – 02/01/2011)
- Four floating aluminum membranes
VACONODeck (two in Barich and two in Novi
Sad)
Serbia and Montenegro (08/09/2007 – 02/04/2011)
- Interex – Zemun
- DIS – Krusevac
- Interspeed – Presevo
- TUŠ – Novi Sad
- DIS – Jagodina
- DIS – Lazarevac
- Bravo – Loznica
- DIS – Mladenovac
- DIS – Smederevska Palanka
- Fabrika sokova – Varvarin
- Auto salon Vidaković – Subotica
- Sanja IPPI – Stara Pazova
- VIP – Dobanovci
- Caffe Kornjača – Belgrade
- Roda market - Sremska Mitrovica- Belgrade
- Maxprom – Belgrade
- Deltaterm – Surcin
- DIS – Pancevo
- ALEX Company – Belgrade
- Hotel Maestral – Przno
- Luk Oil - Doljevac
Beograd, Srbija (07.12.2012 – 18.12.2012)
- Izrada i montaža konstrukcije i bravarije na
javnom objektu „Mixer House”
Pirot, Srbija (15.09.2013 – 17.02.2014)
- Izrada i montaža konstrukcije i podkonstrukcije
za fasadu i pregradne zidove na proizvodnom
objektu „Tigar gume”
12
Belgrade, Serbia (12/07/2012 – 12/18/2012)
- Fabrication and installation of structure and
steelwork on public facility “Mixer House”
Pirot, Serbia (09/15/2013 – 02/17/2014)
- Fabrication and installation of structure and
substructure for facade and partition walls, at the
production facility “Tigar Tyres”
Posebna referenca :
Specijal reference :
Malabo, Ekvatorijalna Gvineja
Malabo, Equatorial Guinea
(27.05.2014 – 27.11.2014)
- Izrada, probna montaža i montaža konstrukcije
pešačkog mosta u dva nivoa i izrada i montaža
krovnih nosača sa moždanicima, na hotelskoposlovnom objektu „MALABO GATE“ u Malabou
– Ekvatorijalna Gvineja (konstrukcija težine 240
tona)
(05/27/2014 – 11/27/2014)
- Fabrication, test assembly and installation of the
pedestrian two-level bridge structure and
installation of roof rails with dowels within the
business-hotel building “MALABO GATE” in
Malabo – Equatorial Guinea (weight of the
structure: 240 t)
13
14
Primorsk, Rusija
Primorsk, Russia
(01.06.2004 – 05.09.2004)
(06/01/2004 – 09/05/2004)
Rezervoar od 50.000 m3
Reservoir of 50,000 m3
Rezervoar je predviđen za skladištenje sirove nafte
Prečnik rezervoara: 60,7 m
Visina rezervoara: 18 m
Težina konstrukcije: 1.100 t
Plivajući krov „double deck” tipa,
mase 350 t
Spoljašnji i unutrašnji sistem za gašenje požara
Poseduje cev vodilicu za plivajući krov
Brtveni sistem na plivajućem krovu
Rok izrade: 95 dana
The reservoir is intended for raw oil storage
Diameter of the reservoir: 60.7 m
Height of the reservoir: 18 m
Weight of the structure: 1,100 t
Floating roof of “double deck” type, weight
of 350 t
Outer and inner fire-extinguishing system
Has a guiding pipe for floating roof
Sealing system on the floating roof
Deadline for completion: 95 days
15
Primorsk, Rusija
Primorsk, Russia
(01.12.2004 – 25.03.2005)
(12/01/2004 – 03/25/2005)
Dva rezervoara od 50.000 m3
Two reservoirs of 50,000 m3
Rezervoari su predviđeni za skladištenje sirove
nafte
mase 350 t
Spoljašnji i unutrašnji sistem za gašenje požara
Rok izrade: 113 dana
The reservoirs are intended for raw oil
storage
of 350 t
Outer and inner fire-extinguishing system
Radovi su izvoðeni u zimskim uslovima
Radovi su izvođeni paralelno na dva
rezervoara i uspešno su završeni 15 dana pre
roka, bez obzira na surove zimske uslove.
Zavarivanje je bilo moguće i pod takvim
uslovima, zahvaljujući tehnologiji koja se oslanja
na zavarivanje punjenom „Innershield” žicom bez
zaštite gasom, tako da vetar brzine do 10 m/s ne
ometa proces zavarivanja.
16
Work was done in winter conditions
The works were performed simultaneously
on both reservoirs and successfully finished 15
days before the deadline, regardless of the severe
winter condition.
Welding was possible even under such
conditions, due to the technology based on
welding with “Innershield” wire without gas
protection, so that the wind of up to 10 m/s did
not hinder welding process.
Izgled rezervoara posle završenih radova
antikorozione zaštite
Appearance of the reservoir after anti-corrosion
and painting works
17
Primorsk, Rusija
(01.04.2005 – 01.05.2005)
Primorsk, Russia
(04/01/2005 – 05/01/2005)
Dva „rolovana“ rezervoara od po
2.000 m3
Two “rolled” reservoirs,
2,000 m3each
Rezervoari su predviđeni za vodu i za sistem za
gašenje požara (povezan sa pumpnom
stanicom)
Prečnik rezervoara: 14 m
Težina konstrukcije: 34 t
Unutar rezervoara je grejač
Samonoseći čelični konusni krov
Rok izrade: 30 dana
Reservoirs are intended for water used in fire
extinguishing system (connected to the pump
station)
Diameter of the reservoir: 14 m
Weight of the structure: 34 t
There is a heater inside the reservoir
Steel self-supporting conical roof
18
Primorsk, Rusija
Primorsk, Russia
(05.04.2005 – 05.06.2005)
(04/05/2005 – 06/05/2005)
Pumpna stanica (sistem za gašenje
požara)
Pump station for fireextinguishing system
19
Samara, Rusija
Samara, Russia
(10.06.2005 – 15.09.2005)
(06/10/2005 – 09/15/2005)
Tri rezervoara od 20.000 m3
Three reservoirs of 20,000 m3
Rezervoari su predviđeni za skladištenje naftnih
derivata
Visina rezervoara: 14 m na omotaču, 18 m sa
kupolom krova
Težina konstrukcije 500 t
Kupolasti krov
Sistem za gašenje požara; spoljašnji i podslojni
unutar rezervoara
Rok izrade sva tri rezervoara: 95 dana, u proseku 65
dana po rezervoaru
The reservoirs are intended for oil derivatives
storage
Height of the reservoirs: 14 m at shell,
18 m with dome roof
Dome-shaped roof
Fire prevention system; outer and within the
reservoir
Deadline for completion of all three
reservoirs: 95 days, 65 days in average per
reservoir
Krovna konstrukcija, pri montaži, oslonjena na
demontažni centralni stub
Samonoseća krovna konstrukcija se sastoji od
48 segmenata, meðusobno povezanih i
oslonjenih na uporni prsten na omotaču.
20
Roof structure, during assembly, leaned on a
demountable central pillar
Self-supporting roof structure consist of 48
interconnected segments, leaned on
supporting ring on the shell.
Pogled iz rezervoara na krovnu konstrukciju
pokrivenu limovima
View inside the reservoir at the roof structure covered
with sheet metal
Na krovu postoji preko 30 otvora različite
namene, za sistem ventilacije, merenje nivoa
tečnosti, montažni otvor ø 1.000 mm…
There are more than 30 openings on the roof
with various purposes, for the ventilation system,
the measurement of liquid level, ø 1,000 mm
mounting hole …
21
Primorsk, Rusija
Primorsk, Russia
(20.09.2005 – 05.11.2005)
(09/20/2005 – 11/05/2005)
Pogon za prečišćavanje otpadnih voda
Wastewaters purifying system
Pet „rolovanih” rezervoara za vodu od
3
3
100 m i 200 m
Noseća konstrukcija za rezervoare-cisterne
Montaža hale dimenzija 60 m x 20 m x 15 m
Montaža i zavarivanje 900 m cevovoda ø 273 mm i
ø 159 mm za vodu
Five “rolled” water reservoirs of 100 m
and 200 m3
Supporting structure for reservoirs-cisterns
Assembling of hall of 60 m x 20 m x 15 m
Assembling and welding of water pipelines,
ø 273 mm and ø 159 mm
Pogon za prečišćavanje otpadnih voda obuhvatao je i tri
rezervoara od 100 m3, dva rezervoara od 200 m3 sa levkom
i sistemom cevi u sebi.
Wastewater purification system also included three
reservoirs of 100 m3 and two reservoirs of 200 m3 with
funnel and pipe system in it.
22
3
Pet „rolovanih” rezervoara za vodu od 100 m3 i 200 m3
Five “rolled” water reservoirs of 100 m3 and 200 m3
Noseća konstrukcija za rezervoare-cisterne
Supporting structure for reservoirs-cisterns
23
Montaža hale dimenzija 60 m x 20 m x 15 m
Cevovod za toplovod u
okviru sistema za
prečišćavanje otpadnih
voda
Hot water pipeline
within the wastewater
purification system
Montaža i zavarivanje 900 m cevovoda
o273 mm i o159 mm za vodu
24
Assembling of hall of 60 m x 20 m x 15 m
Assembling and welding of water
pipelines, ø273 mm and ø159 mm
Kalejkino, Tatarstan, Rusija
Kaleikin, Tatarstan
(25.11.2005 – 20.02.2006)
(11/25/2005 – 02/20/2005)
Rezervoar je predviđen za skladištenje sirove
nafte
Kupolasti aluminijumski krov
Sistem za gašenje požara spoljašnji i podslojni
unutar rezervoara
Rok izrade: 85 dana u zimskim uslovima
Dome-shaped aluminum roof
Fire-extinguishing system, outer and within
the reservoir
Deadline for completion: 85 days, in winter
conditions
Aluminijumski kupolasti krov prečnika 60,7 m
izgleda impresivno
Aluminum dome - shaped roof diameter 60.7 m
Looks impressive
Podizanje krova izvršeno je uz pomoć 74 lančane dizalice
raspoređene po obodu na vrhu rezervoara
Roof lifting was carried out using the 74 chain hoists,
arranged on a circumference at the top of the reservoir
25
Kalejkino, Tatarstan, Rusija
Kaleikin, Tatarstan
(01.03.2006 – 01.04.2006)
(03/01/2006 – 04/01/2006)
„Rolovani” rezervoar od 1.000 m3
“Rolled” reservoir of 1,000 m3
Rezervoar je predviđen za vodu sistema za gašenje
požara
Unutar rezervoara je grejač
Konusni krov
Rok izrade: 30 dana
Reservoir is intended for water of the fire
extinguishing system
Reservoir contains heather
Self-supporting steel conic roof
Razmotavanje omotača rezervoara debljine 9 mm
Unfolding of the reservoir shell ( 9 mm thickness )
26
Samara, Rusija
Samara, Russia
(10.12.2005 – 01.04.2006)
(12/10/2006 – 04/01/2006)
derivata
mase 350 t
Sistem za gašenje požara, spoljašnji i podslojni
unutar rezervoara
Rok izrade: 110 dana
Radovi su izvodeni u zimskim uslovima
Reservoir is intended for oil derivatives
storage
of structure: 350 t
Fire protection system, outer and within the
reservoir
Work was done in winter conditions
27
10.
Nižnji Novgorod,Rusija
Nizhny Novgorod, Russia
(20.04.2006 – 01.07.2006)
(04/20/2006 – 07/01/2006)
Rezervoar je predviđen za skladištenje naftnih
derivata
Težina rezervoara: 685 t
Stacionarni aluminijumski krov težine 55 t
unutar rezervoara
storage
Height of the reservoir shell: 14 m
Weight of the reservoir: 685 t
Stationary aluminum roof weight: 55 t
the reservoir
28
11.
Samara, Rusija
Samara, Russia
(01.04.2006 – 23.10.2006)
(04/01/2006 – 10/23/2006)
Šest rezervoara od 20.000 m3
Tehnološki cevovod ø 1.000 mm sa
Six reservoirs of 20,000 m3
Pipeline (ø 1,000 mm) with the
connection to the reservoir
Rezervoari su predviđeni za skladištenje
naftnih derivata
Visina omotača rezervoara: 14 m
Visina rezervoara sa krovnom konstrukcijom:
18 m
Kupolasti krov
unutar rezervoara
Rok izrade svih 6 rezervoara: 7 meseci, u
proseku 60 dana po rezervoaru
The reservoir is intended for oil derivatives
storage
Height of the reservoir shell: 14 m at shell
Height of the reservoir with dome-shaped
roof: 18 m
Dome-shaped roof
the reservoir
Deadline for completion of all 6 reservoirs: 7
months, 60 days in average per reservoir
Krovna konstrukcija
The roof structure
29
11.
Završena krovna konstrukcija
Finished roof structure
Pogled iz ptičje perspektive, izrada i montaža gazišta i
ograda na već pokrivenom krovu
View from above, fabrication and installation of
the treads and fences on already covered roof
30
11.
Priključak tehnološkog cevovoda ø 720 mm na rezervoar
Connection of pipeline (ø 720 mm) to the reservoir
Od ventila se nastavlja sistem cevovoda ø 1.000 mm
Pipeline system of ø 1,000 mm continues from the
valves
31
13.
Lipeck, Rusija
Lipetsk, Russia
(10.09.2006 – 10.12.2006)
(09/10/2006 – 12/10/2006)
Tehnološki cevovod (ø 1.000 mm) sa
Pipeline (ø 1,000 mm) with
connection to the reservoir
4,5 km cevovoda (prečnici: o 325 mm, o 273 mm
i o 159 mm) za vodu i penu u sistemu za gašenje
požara
4.5 km of pipeline (o 325 mm, o 273 mm and
o 159 mm) for water and foam of the fireextinguishing system
Zavarivanje cevi o 1.000 mm iznutra
Welding the pipe of o 1,000 mm from the inside
Tehnološki cevovod za punjenje rezervoara naftom
Pipeline for filling the reservoir with oil
33
12.
Lipeck, Rusija
Lipetsk, Russia
(25.08.2006 – 05.11.2006)
(08/25/2006 – 11/05/2006)
Rezervoar je predviđen za skladištenje sirove
nafte
Plivajući krov „double deck” tipa, mase 350 t
Sistem za gašenje požara, spoljašnji i potslojni
unutar rezervoara
Rok izrade: 75 dana
of structure: 350 t
the reservoir
32
14.
Nikoljsk, Rusija
Nikolsk, Russia
(03.05.2007 – 05.08.2007)
(05/03/2007 – 08/05/2007)
derivata
Visina rezervoara sa krovnom konstrukcijom: 18m
Kupolasti krov
unutar rezervoara
Rok izrade rezervoara: 55 dana
storage
Height of the reservoir with roof structure:18m
Dome-shaped roof
the reservoir
34
14.
Sistem tehnološkog cevovoda
Pipeline system
Prečnici cevi: o 720 mm, o 820 mm
Dužina cevovoda: 125 m
Težina cevovoda: 20 t
Sistemi za kompenzaciju opterecenja na spoju
cevovoda sa rezervoarima
Diameter of pipes: ø 720mm, ø 820mm
Length of pipeline: 125 m
Weight of pipeline: 20 t
Systems for compensation of the load on the
connection of pipelines to reservoirs
35
14.
Aluminijumske membrane
Aluminium membranes
Prečnik membrane: 45,2 m
Masa membrane: 13 t
Tip membrane: panelni sa
peno-poliuretanom
Debljina membrane: 40 mm
Zazor između membrane i omotača rezervoara:
200 mm
Dva visinska položaja, radni i remontni
Proizvodac: fabrika aluminijuma Ufa, Rusija
Diameter of an Al membrane: 45.2 m
Weight of an Al membrane: 13 t
Membrane type: panels with foam
polyurethane
The thickness of the membrane: 40 mm
Gap between the membrane and the
reservoir shell: 200 mm
Two height positions, working and repairing
Manufacturer: aluminum factory Ufa, Russia
36
15.
Samara, Rusija
Samara, Russia
(15.05.2007 – 30.07.2007)
(05/15/2007 – 07/30/2007)
Četiri „rolovana” rezervoara od
5.000 m3
Four “rolled” reservoirs of
5,000 m³
derivata
Čelični fiksni konusni krov
unutar rezervoara
Rok izrade cetiri rezervoara: 75 dana (35 dana po
rezervoaru)
Reservoirs are intended for oil derivatives
storage
Diameter of reservoir: 25 m
Steel fixed conical roof
the reservoir
Deadline for completion of all four reservoirs:
75 days (35 days per reservoir)
37
16.
Aldan, Rusija
Aldan, Russia
(20.08.2007 – 20.12.2007)
(08/20/2007 – 12/20/2007)
Rezervoari su predviđeni za havarijsko pražnjenje
cevovoda
Težina krova: 100 t
Konusni krov
unutar rezervoara
Rok izrade rezervoara: 80 dana (55 dana po
rezervoaru)
Reservoirs are intended for an emergency
discharge of the pipeline
The conical roof
the reservoir
Deadline for completion: 80 days (55 days
per reservoir)
38
16.
Tri „rolovana” rezervoara od 400 m3
Three “rolled” reservoirs of 400 m³
Rezervoari su namenjeni za protivpožarne zalihe
vode
Visina rezervoara sa konusnim krovom: 8 m
Opremljen grejačima za zimske uslove
Termički izolovan
Rok izrade: 50 dana (30 dana po rezervoaru)
Reservoirs are intended for firefighting water
supplies
Height of the reservoir with conical roof: 8 m
Equipped with heaters for winter conditions
Thermally insulated
per reservoir)
13 gromobranskih
stubova
13 lightning conductor
pillars
Visina stubova: 40 m
Težina stubova: 45 t
Height of the pillars: 40 m
Weight of the pillars: 45 t
14 rasvetnih stubova
14 light pillars
Visina stubova: 40 m
Height of the towers: 40 m
Weight of the towers: 77 t
39
17.
Skovorodino, Rusija
Skovorodino, Rusija
(15.01.2008 – 01.05.2008)
(01/15/2008 – 05/01/2008)
Naftovod
Oil pipeline
Prečnik cevi: ø 720 mm
Dužina naftovoda: 23,5 km
Prostire se od 21. NPS stanice do stanice za utovar
vagon-cisterni
Naftovod je rađen u zimskim uslovima sa
prosečnom temperaturom od -30 °C
Rok izvodenja: 105 dana
Pipe diameter: ø 720 mm
The length of the pipeline: 23.5 km
It extends from XXI NPS station to station for
loading tank-wagon
Pipeline was done in winter conditions with
an average temperature of -30 °C
40
18.
Skovorodino, Rusija
Skovorodino, Rusija
(01.10.2008 – 10.01.2009)
(10/01/2008 – 01/10/2009)
Tri rezervoara od 50.000 m³
Three reservoirs of 50,000 m³
derivata
unutar rezervoara
Rok izrade: 90 dana
storage
Diameter of reservoir: 60.7 m
the reservoir
41
18.
Tri aluminijumska krova na
rezervoarima od 50.000 m³
Three aluminum roofs on
reservoirs of 50,000 m³
Visina kalote alumijumskog krova: 10.9 m
Prečnik aluminijumskog krova: 60,7 m
Težina aluminijumskog krova: 74,4 t
Broj oslonaca na rezervoaru: 78
Tip noseće konstrukcije: površinska (sferična)
rešetka
Rok izrade: 35 dana
Height of aluminum roof calotte: 10,9 m
Diameter of aluminum roof: 60.7 m
Weight of aluminum roof: 74.4 t
Number of supports on the reservoir: 78
Type of supporting structure: surface
(spherical) grid
42
18.
Tri aluminijumske membrane
Three aluminum membranes
Prečnik aluminijumske membrane: 60,2 m
Težina aluminijumske membrane: 12,1 t
Tip membrane: cevasti plovci sa aluminijumskim
limom
Prečnik plovaka: ø 200 mm
Zazor između omotača i aluminijumske
membrane: 200 mm
Broj oslonaca: 272
Proizvođač: MMZ – Miaz, Rusija
Rok izrade: 35 dana (15 dana po membrani)
Weight of an Al membrane: 12.1 t
Membrane type: tubular floats with
aluminum sheet
Diameter of the floats: ø 200 mm
Gap between the shell and Al membrane:
200 mm
The number of supports: 272
Manufacturer: MMZ – Miass, Russia
per membrane)
43
19.
Skovorodino, Rusija
Skovorodino, Russia
(05.01.2009 – 15.07.2009)
(01/05/2009 – 07/15/2009)
Četiri rezervoara od 20.000 m3
Four reservoirs of 20,000 m³
derivata
Visina rezervoara sa krovnom konstrukcijom: 18 m
Kupolasti krov
unutar rezervoara
Rok izrade četiri rezervoara: 75 dana (55 dana po
rezervoaru)
The reservoirs are intended for oil derivatives
storage
Height of reservoir with roof structure: 18 m
Dome-shaped roof
the reservoir
Deadline for completion of all four
reservoirs: 75 days (55 days per reservoir)
Rezervoar od 5.000 m³
Reservoir of 5,000 m³
Rezervoar je predviđen za havarijsko pražnjenje
cevovoda
Visina rezervoara bez krova: 10 m
unutar rezervoara
Kupolasti krov
Rok izrade: 45 dana
Reservoir is intended for an emergency
Height of the reservoir without the roof: 10 m
the reservoir
Dome-shaped roof
44
19.
Dva rezervoara od 3.000 m³
Two reservoirs of 3,000 m³
Rezervoari su namenjeni za protivpožarne zalihe
vode
Konusni krov
Rok izrade: 35 dana po rezervoaru
Reservoirs are intended for firefighting water
supplies
Diameter of an reservoir: 16.8 m
Height of the reservoir without roof: 12 m
Conical roof
Deadline for completion: 35 days per reservoir
Dva rezervoara od 400 m³
Two reservoirs of 400 m³
Rezervoari su namenjeni za prečišćavanje
tehnoloških otpadnih voda
Visina rezervoara sa konusnim krovom: 8 m
Termički izolovan
Rok izrade: 25 dana
Reservoirs are intended for purification of
industrial wastewaters
Height of the reservoir: 8 m with conical roof
Thermally insulated
45
19.
Sistem tehnološkog cevovoda u
rezervoarnom parku
Pipeline system in reservoir park
Prečnici cevi: o 520 mm, o 720 mm, o 820 mm,
o 1.020 mm
Dužina cevovoda: 1.700 m
Težina cevovoda: 305 t
Sistemi za kompenzaciju opterecenja na spoju
cevovoda sa rezervoarima
Diameter of pipes: o 520 mm, o 720 mm,
o 820 mm, o 1,020 mm
Length of pipeline: 1,700 m
Weight of a pipeline: 305 t
Systems for compensation of the load on the
connection of pipeline with reservoirs
30 gromobranskih stubova
30 Lightning conductor
pillars
Visina stubova: 25 m do 40 m
Height of the pillars: from 25m to 40m
46
19.
17 rasvetnih stubova
17 light pillars
Visina stubova: od 25 m do 40 m
Height of the towers: from 25 m to 40 m
Vozno prelivni punkt
Train overflow
47
20.
Samara, Rusija
Samara, Russia
(15.05.2009 – 31.07.2009)
(05/15/2009 – 07/31/2009)
derivata
Visina rezervoara sa krovnom konstrukcijom:
18 m
Kupolasti krov
unutar rezervoara
Rok izrade cetiri rezervoara: 75 dana (55 dana
po rezervoaru)
storage
Height of the reservoir with roof structure:
18 m
Dome-shaped roof
Fire-extinguishing system, outer and within the
reservoir
Deadline for completion of all four reservoirs:
48
20.
Četiri aluminijumske membrane
u rezervoarima od 20.000 m3
Four aluminum membranes in
the reservoirs of 20,000 m³
Prečnik membrane: 45,2 m
Masa membrane: 13 t
Tip membrane: panelna sa poliuretanskom
penom
Debljina membrane: 40 mm
200 mm
Broj oslonaca: 374
Proizvodac: OOO SEP, Rusija
Diameter of an membrane: 45.2 m
Weight of an membrane: 13 t
Membrane type: panels with foam
polyurethane
The thickness of the membrane: 40 mm
Gap between the membrane and the
reservoir shell: 200 mm
Manufacturer: SEP OOO, Russia
49
21.
Talakan, Rusija
Talakan, Russia
(01.08.2009 – 10.10.2009)
(08/01/2009 – 10/10/2009)
Dva aluminijumska krova na
rezervoarima od 50.000 m³
Two aluminum roofs on the
reservoirs of 50,000 m³
Demontaža postojećih krovova i zamena vijaka
usled projektne greške i njihova ponovna
montaža
Visina kalote aluminijumskog krova: 10.9 m
Težina aluminijumskog krova: 74,4 t
Broj oslonaca na rezervoaru: 78
Tip noseće konstrukcije: površinska (sferična)
rešetka
Rok demontaže i montaže: 90 dana (45 dana po
rezervoaru)
Removal of existing roofs and replacement of
bolts because of project mistake and
reassembly
Height of aluminum roof calotte: 10,9 m
Weight of aluminum roof: 74.4 t
Number of supports on the reservoir: 78
Type of supporting structure: surface
(spherical) grid
Deadline for removal of existing roofs and
reassembly: 90 days (45 days per reservoir)
50
21.
Dve aluminijumske membrane
u rezervoarima od 50.000 m³
Two aluminum membranes
in reservoirs of 50,000 m³
Prečnik aluminijumske membrane: 60,2 m
Težina aluminijumske membrane: 12,1 t
Tip: membrane sa cevastim plovcima i
aluminijumskim limom
Prečnik plovaka: o 200 mm
Zazor između omotača i aluminijumske
membrane: 200 mm
Broj oslonaca: 272
Proizvođač: MMZ – Miaz, Rusija
Rok izrade obe membrane: 30 dana
Weight of an Al membrane: 12.1 t
Membrane type: tubular floats with
aluminum sheet
Diameter of the floats: ø 200mm
Gap between the shell and Al membrane:
200 mm
Manufacturer: MMZ – Miass, Russia
Deadline for completion of both membranes:
30 days
51
22.
Uneča, Rusija
Unecha, Russia
(10.08.2009 – 20.02.2010)
(08/10/2009 – 02/20/2010)
derivata
mase 350 t
unutar rezervoara
Rok izrade: 90 dana
Reservoirs are intended for oil derivative
storage
of the roof: 350 t
the reservoir
52
22.
Rezervoari su namenjeni za skladištenje vode za
sistem protivpožarne zaštite
Težina konstukcije: 34 t
Termički izolovan
Konusni krov
Rok izrade: 30 dana
Reservoirs are intended for water storage for
fire protection system
Thermally insulated
Conical roof
Rezervoar od 400 m3
Reservoir of 400 m3
Visina rezervoara sa kupolastim krovom: 8 m
Termički izolovan
Rok izrade: 30 dana
Height of the reservoir with conical roof: 8 m
Thermally insulated
53
23.
Purpe, Rusija
Purpe, Russia
(15.11.2009 – 20.03.2010)
(11/15/2009 – 03/20/2010)
derivata
Visina rezervoara sa krovnom konstrukcijom: 16 m
Kupolasti krov
unutar rezervoara
Rok izrade dva rezervoara: 75 dana (55 dana po
rezervoaru)
The reservoirs are intended for oil derivative
storage
Height of the reservoir with roof structure: 16m
Dome-shaped roof
the reservoir
Deadline for completion of both reservoirs:
54
23.
cevovoda
unutar rezervoara
Kupolasti krov
Rok izrade: 55 dana
Reservoirs are intended for an emergency
the reservoir
Dome-shaped roof
55
24.
Ust-Luga, Rusija
Ust-Luga, Russia
(15.05.2010 – 05.10.2010)
(05/15/2010 – 10/05/2010)
Cetiri rezervoara od 50.000 m3
Four reservoirs of 50,000 m3
Vertikalni čelični nadzemni rezervoari sa plivajućim
krovom, sistemom za gašenje požara i hlađenje
rezervoara
Skladišteni fluid: nafta
Unutrašnji prečnik: 60,7 m
Visina omotača: 18 m
Plivajući krov „double deck” tipa, težine 318 t, sa
brtvenim sistemom
Težina konstrukcije jednog rezervoara: 1.070 t
Vertical steel aboveground reservoirs with
floating roof, fire-extinguishing and cooling
systems
Stored fluid: oil
The inside diameter: 60.7 m
of the roof: 318 t, equipped with the sealing
system
Weight of one reservoir's structure: 1.070 t
56
25.
Purpe, Rusija
Purpe, Russia
(20.05.2010 – 25.10.2010)
(05/20/2010 – 10/25/2010)
Tri rezervoara od 20.000 m3
Three reservoirs of 20,000 m3
Vertikalni čelični nadzemni rezervoari sa
aluminijumskim pontonom za sprečavanje
isparavanja uskladištenog fluida i sistemom cevi
za gašenje požara i hlađenje rezervoara
Unutrašnji prečnik (raspon krovne konstrukcije):
45,6 m
Visina omotača: 11,94 m
Visina centra krova: 15,95 m
Težina jednog rezervoara: 476 t
Radovi su izvodeni pri izuzetno niskim
temperaturama koje su u zimskim mesecima
dostizale i do -45 °С
Vertical aboveground steel reservoirs with
aluminum pontoon for prevention of the
evaporation of stored fluid and pipe system
for fire-extinguishing and cooling of the
reservoir
Stored fluid: oil
Inner diameter (span of the roof
structure): 45.6 m
Height of the reservoir shell: 11.94 m
Height of the roof's center: 15.95 m
Weight of one reservoir: 476 t
Works were performed at extremely low
temperatures, reaching up to -45 °C in winter
months
57
25.
Dva „rolovana“ rezervoara od
2.000 m3
Two “rolled” reservoirs of
2,000 m3
Vertikalni čelični nadzemni rezervoar
Skladišteni fluid: voda
Unutrašnji prečnik (raspon krovne
konstrukcije): 15,18 m
Težina konstrukcije: 70,9 t
Vertical steel aboveground reservoir
Stored fluid: water
Inner diameter (span of the roof structure):
15.18 m
Weight of the structure: 70.9 t
Dva „rolovana“ rezervoara
od 425 m3
Two “rolled” reservoirs of
425 m3
Vertikalni čelični nadzemni rezervoar
Skladišteni fluid: naftom zagađena voda
8,53 m
Stored fluid: oil-polluted water
8.53 m
Weight of the structure: 25.58 t
58
25.
Dva tornja za osvetljavanje
Two light towers
Visina: 45 m
Height of the towers: 45 m
Weight of structure: 17.13 t
Plivajuća aluminijumska membrana
Floating aluminum membrane
Dva gromobrana
Two lightning conductor pillars
Visina 45 m
Težina konstrukcije 6,44 t
Height of the pillars: 45 m
Weight of structure: 6.44 t
59
26.
Habarovsk, Rusija
Khabarovsk, Russia
(05.09.2010 – 20.12.2010)
(09/20/2010 – 12/20/2010)
Vertikalni čelični nadzemni rezervoar sa
plivajućim krovom i sistemima za gašenje
požara i hlađenje rezervoara
Unutrašnji prečnik rezervoara: 60,7 m
Plivajući krov „double deck” tipa, težine
305,8 t, sa brtvenim sistemom
Težina konstrukcije rezervoara: 1.193,5 t
Vertical steel aboveground reservoir with a
floating roof, fire-extinguishing and
cooling systems
Stored fluid: oil
The inside diameter of the reservoir: 60.7 m
Floating roof of “double deck” type, with
weight of 305.8 t and sealing system
Weight of one reservoir structure: 1,193.5 t
60
27.
Vladivostok, Rusija
Vladivostok, Russia
(20.01.2011 – 15.05.2011)
(01/20/2011 – 05/15/2011)
plivajućim krovom, sistemima za gašenje požara i
hlađenje rezervoara
Unutrašnji prečnik: 60,7 m
Plivajući krov „double deck” tipa, težine 308,1 t
sa brtvenim sistemom
Težina konstrukcije jednog rezervoara: 1.049 t
Vertical steel aboveground reservoir with a
floating roof, fire-extinguishing and cooling
systems
Stored fluid: oil
The inside diameter: 60.7 m
Floating roof of “double deck” type, with
weight of 308.1 t and sealing system
Weight of one reservoir structure: 1.049 t
Čelični šahtovi za sistem
vodovoda i kanalizacije
Steel manholes for water and
sewage system
Vertikalne čelične konstrukcije sa ukrućenjima,
penjalicama, leđobranima, ulaznim otvorima i
prodorima za cevi
Zapremine šahtova variraju od 7 m3 do 98 m3
Broj izrađenih komada: 226
Ukupna težina čelične konstrukcije: 877 t
Vertical steel structures with stiffeners,
climbers, back protection, entrance holes
and penetrations for pipes
3
Volumes of the manholes varies from 7 m
up to 98 m3
Number of units: 226
The total weight of the steel structure: 877 t
61
28.
Samara, Rusija
Samara, Russia
(05.05.2011 – 10.08.2011)
(05/05/2011 – 08/10/2011)
Šest rezervoara od 20.000 m3
Six reservoirs of 20,000 m³
isparavanja uskladištenog fluida
Rezervoari su opremljeni sistemima za gašenje
požara i hlađenje rezervoara
45,6 m
Težina jednog rezervoara: 505 t
aluminum pontoon for prevention of
evaporation of stored fluid
Reservoirs are equipped with fire
extinguishing and cooling systems
Stored fluid: oil
45.6 m
Height of the reservoirs shell: 11.94 m
Weight of one reservoir: 505 t
62
28.
cevovoda
unutar rezervoara
Konusni krov
Rok izrade: 45 dana
Reservoir is intended for an emergency
the reservoir
Conical roof
63
29. Primorska oblast
Habarovski kraj, Rusija
Primorsky krai
Khabarovsky krai, Rusija
(10.09.2010 – 30.08.2011)
(09/10/2010 – 08/30/2011)
Montaža stubova za dalekovode
Installation of poles for
transmission lines
Montaža 11 različitih tipova stubova za
dalekovode, izrađenih od pocinkovanog čelika
Visina stubova dalekovoda: od 18,6 m do 40,8 m
Težina čelične konstrukcije stuba za dalekovod: od
7,5 t do 17,2 t
Montaža i nivelacija 7 različitih tipova
prefabrikovanih betonskih temelja
Visina temelja: od 3,2 m do 4,8 m
Težina temelja: od 3,6 t do 9,8 t
Ukupno 166 stubova za dalekovode u dužini od
28 km instalirano je na delu trase Lesozavodsk
Lučegorsk (VL-11)
Na potezu Lučegorsk-Habarovsk (VL09) urađeno
440 stubova za dalekovode u dužini 119 km
Radovi su izvodeni na izuzetno niskim
temperaturama koje su u pojedinim periodima
dostizale -45 °?
Installation of 11 different types of poles for
transmission lines, made of galvanized steel
The height of the poles for transmission lines
varies from 18.6 m to 40.8 m
Weight of steel structure of poles for power
lines varies from 7.5 t to 17.2 t
Installation and leveling of 7 different types
of precast concrete foundations
Height of the foundation varies from 3.2 m
to 4.8 m
Weight of the foundation varies from 3.6 t to
9.8 t
A total of 166 poles for transmission lines are
installed on a part of the route Lesozavodsk
Luchegorsk (VL-11) with a length of 28 km
A total of 440 poles for transmission lines are
installed on a part of the route Luchegorsk
Khabarovsk (VL-09) with a length of 119 km
The work was performed at extremely low
temperatures that in some periods reached
up to -45 °С
64
30.
Kropotkin, Rusija
Kropotkin, Russia
(13.09.2011 – 07.04.2012)
(09/13/2011 – 04/07/2012)
derivata
brtvenim sistemom
Stabilan sistem za gašenje požara, spoljašnji i
podslojni unutar rezervoara
storage
Weight of structure: 1,100 t
Floating roof of 350 t, “double deck” type
with sealing system
Fixed fire-extinguishing systems, external and
within the reservoirs
Has a guiding pipe for ?oating roof
Konstrukcija “double deck” plivajućeg krova
“Double deck” ?oating roof construction
65
31.
Novorosijsk, Rusija
Novorossiysk, Russia
(26.05.2012 – 26.06.2012)
(05/26/2012 – 06/26/2012)
Čelični šipovi (svaje)
Steel piles
Izrada šipova od čeličnih cevi za temeljenje svih
objekata na gradilištu – 1.200 komada
Dimenzije cevi: od o 159x8 mm do o 425x12 mm
Dužina šipova: od 6 m do 11,5 m
Ukupna težina zavarene kostrukcije šipova iznosi
oko 400 t
Production of piles from steel pipes for the
foundation of all buildings on site - 1.200
pieces
Pipes dimensions: from ø 159x8mm to
ø 425x12mm
Length of piles: from 6 m to 11.5 m
Total weight of welded pile structure: about
400 t
66
32.
Samara, Rusija
Samara, Russia
(13.04.2012 – 31.08.2012)
(04/13/2012 – 08/31/2012)
Pet rezervoara od 20.000 m³
Five reservoirs of 20,000 m³
isparavanja uskladištenog ?uida
Ukupna visina rezervoara sa krovnom
konstrukcijom: 15,95 m
Težina čelične konstrukcije jednog
rezervoara: 495 t
aluminum pontoon to prevent evaporation
of stored ?uid
Inner diameter of the reservoirs: 45.6 m
Height of the reservoir shell: 12m
Total height of the reservoir with a roof
structure: 15.95 m
Weight of steel structure of a single
reservoir: 495 t
Fixed fire-extinguishing systems, external
and within the reservoirs
Deadline for completion: 65 days per
reservoir
Samonoseća konstrukcija kupolastog krova
Self - supporting structure of the dome roof
67
33.
Južni Balik, Rusija
Southern Balik, Russia
(31.07.2012 – 15.10.2012)
(07/31/2012 – 10/15/2012)
Četiri rezervoara od 20.000 m³
rezervoara: 505 t
of stored ?uid
structure: 15.95 m
reservoir: 505 t
Fixed fire-extinguishing systems, external and
reservoir
68
33.
Vertikalni čelični nadzemni rezervoari,
„rolovan” omotač
Skladišteni ?uid: voda
Unutrašnji prečnik rezervoara (raspon krovne
konstrukcije): 11,2 m
Težina čelične konstrukcije: 44 t
Vertical steel aboveground reservoir with
“rolled” shell
Stored ?uid: water
Inner diameter (roof structure span): 11.2 m
Total height of the reservoir with roof
structure: 12.4 m
Weight of steel structure: 44 t
reservoir
Priprema horizontalnog
šava za zavarivanje
Preparing a horizontal
joint for welding
Centralni pomoćni stub, za montažu krovne konstrukcije
Central assistant column for assembly of roof structure
69
34.
Ufa, Baškortostan, Rusija
Ufa, Bashkortostan, Russia
(10.11.2012 – 26.01.2013)
(11/10/2012 – 01/26/2013)
Težina čelične konstrukcije jednog rezervoara: 505 t
of stored ?uid
Total height of the reservoir with roof
structure: 15.95 m
reservoir: 505 t
Fixed fire-extinguishing system, external and
reservoir
70
34.
Vertikalni čelični nadzemni rezervoari
cevovoda
Kupolasti krov
Vertical aboveground steel reservoirs
Reservoirs are designed for incidental
Inner diameter of reservoirs: 22.8 m
structure: 14.75 m
reservoir: 125 t
Dome-shaped roof
reservoir
Montaža rezervoara od 5.000m³ sa skele
Installation of reservoir - 5,000m³ from sca? olding
71
35.
Samara, Rusija
Samara, Russia
(01.04.2013 – 15.10.2013)
(04/01/2013 – 10/15/2013)
rezervoara: 495 t
Stabilni sistem za gašenje požara, spoljašnji i
of stored ?uid
structure: 15.95 m
reservoir: 495 t
reservoir
Montaža prvog pojasa omotača
72
Installation of the ?rst row of reservoir shell
35.
Tehnologija
Tehnology pipeline
Dimenzije cevi: o 1020x12 mm,
o 720x8 mm, o 630x8 mm
Dužina tehnološkog cevovoda: 360 m
Ukupna namontirana, zavarena i ispitana težina
čeličnih cevi: 85 t
Zavarivano tehnologijom STT (koreni var) +
Innershield (popuna i završni var)
Rok izvođenja radova: 45 dana
Pipes dimensions: ø 1020x12 mm,
ø 720x8 mm, ø 630x8 mm
Length of pipeline: 360 m
Total weight of installed, welded and tested
pipeline: 85 t
STT (root pass) welding technology +
Innershield (?lling and ?nishing weld)
Početak montaže krovne konstrukcije
Start of the roof structure installation
73
36.
Novi Urengoj, NPS-2, Rusija
Novy Urengoy NPS-2, Russia
(10.01.2013 – 01.05.2015)
(01/10/2013 – 05/01/2015)
Deset rezervoara od 20.000 m³
Ten reservoirs of 20,000 m³
Konstrukcija za oslanjanje kompletne termoizolacije
omotača rezervoara
of stored ?uid
structure: 15.95 m
reservoir: 535 t
Supporting structure for thermal insulation
of reservoir shell
reservoir
Temelji rezervoara stoje na 715 šipova, na visini od 2 m
Foundations of the tanks lie on 715 piles, at height of 2 m
Temperatura minus 43 C
74.
Temperature of minus 43 °C
36.
Čelični šipovi (svaje)
Steel piles
Dimenzije cevi: od o 159x8 mm do
o 425x12 mm
Dužina šipova: od 4,5 m do 19 m
oko 10.800 t
foundation of all buildings on site – 24.000
pieces
Pipes dimensions: from ø 159x8 mm to
ø 425x12 mm
Length of piles: from 4.5 m to 19 m
The total weight of welded pile structure:
about 10,800 t
Izrada čeličnih svaja zavarivanjem cevi
Production of steel piles from welded pipes
75
37.
Samara, Rusija
Samara, Russia
(06.11.2013 – 15.07.2014)
(11/06/2013 – 07/15/2014)
Šest rezervoara od 20.000 m³
Six reservoirs of 20,000 m³
Visina omotača rezervoara: 13,93 m
of stored ?uid
structure: 17.9 m
reservoir: 505 t
reservoir
Rezervoar od 20.000 m3 pripremljen za hidrotest
76
Reservoir of 20,000m3 prepared for hydro test
37.
Jedan rezervoar od 50.000 m³
One reservoir of 50,000 m³
derivata
Visina rezervoara: 18,1 m
brtvenim sistemom
Dve podesive visine plivajućeg krova (remontna na
2 m, radna visina na 1,3 m)
storage
Height of the reservoir: 18.1 m
Weight of structure: 1,100 t
Floating roof of 350 t, “double deck” type
with sealing system
Two adjustable heights for ?oating roof
(repair height: 2 m, working height: 1.3 m)
Fixed ?re-extinguishing system, external and
within the reservoir
Has a guiding pipe for ?oating roof
Krovna konstrukcija “double deck” plivajućeg krova
“Double deck” floating roof structure
77
38.
Grušovaja, Rusija
Grushovaya, Russia
(01.12.2013 – 01.06.2014)
(12/01/2013 – 06/01/2014)
2 rezervoara predviđena su za skladištenje mazuta,
a 2 za skladištenje benzina
Kupolasti samonoseći čelični krov
Sistem za hlađenje rezervoara
Stabilan protivpožarni sistem sa generatorima pene
Two reservoirs are designed for storage of
heavy fuel oil and the other two for petrol
storage
structure: 26.8 m
reservoir: 670 t
Dome-shaped self-supporting steel roof
Cooling system for reservoirs
Fixed fire-extinguishing system with foam
generators
reservoir
78
39.
Novi Urengoj GNPS-1,
Rusija
Novy Urengoy GNPS-1
Russia
(01.01.2014 – 01.06.2015)
(01/01/2014 – 06/01/2015)
Osam rezervoara od 20.000 m³
Eight reservoirs of 20,000 m³
Težina čelicne konstrukcije jednog
rezervoara: 535 t
Stabilni sistem za gašenje požara, spoljašnji i
Konstrukcija za oslanjanje kompletne
termoizolacije omotaca rezervoara
Vertical aboveground steel reservoire with
of stored ?uid
Inner diameter of the reservoirs is 45.6m
structure: 15.95m
Weight of steel construction for single
reservoir: 535 t
A stable system of ?re prevention, outer and
Supporting construction for thermal
insulation of reservoir shell
Deadline for completion is 80 days per
reservoir
Paralelna izgradnja 8 rezervoara od 20.000 m³
Parallel construction of 8 tanks of 20,000 m³
79
39.
Čelicni šipovi (svaje)
Steel piles
Dimenzije prečnika cevi: od o 159x8 mm do
o 425x12 mm
Dužina šipova: od 4,5 m do 19 m
oko 9.000 t
foundation of all buildings on site – 20,600
pieces
Pipes dimensions: from ø 159x8 mm to
ø 425x12 mm
Length of piles: from 4.5 m to 19 m
The total weight of welded pile structure:
about 9,000 t
Zavarivanje čelicnih šipova
80
Welding of steel piles
40.
Skovorodino, Rusija
Skovorodino, Russia
(05.01.2014 – 01.09.2014)
(01/05/2014 – 09/01/2014)
Remont dva rezervoara od 20.000 m³
Repair of two reservoirs of 20,000 m³
Remont vertikalnog čeličnog nadzemnog rezervoara
sa aluminijumskim pontonom za sprečavanje
Usled sleganja temelja došlo je do deformacije
čelične konstrukcije rezervoara
Kompletan rezervoar je izdignut od temelja zbog
pristupa sanaciji AB temelja
Izvršena je zamena deformisanih limova omotača i
podnice rezervoara
Repair of vertical aboveground steel
reservoir with aluminum pontoon to prevent
evaporation of stored ?uid
Deformation of the reservoir steel structure
occurred due to the fundament settlement
Complete reservoir is lifted from the
foundation in order to access to reinforced
concrete fundament
Replacement of the deformed sheet metal of
shell and tank bottom
Inner diameter of the reservoir: 45.6 m
structure: 15.95 m
reservoir: 510 t
Ceo rezervoar je podignut na visinu od 0,5 m
The entire reservoir was
raised to a height of 0.5 m
Podizanje rezervoara od 20.000 m3 uz pomoć hidrauličnih dizalica
Lifting the reservoir of 20.000 m3 with the help of hydraulic jacks
81
41.
Purpe, Rusija
Purpe, Russia
(10.06.2014 – 15.11.2014)
(06/10/2014 – 11/15/2014)
rezervoara: 520 t
termoizolacije rezervoara
of stored ?uid
structure: 15.95 m
reservoir: 520 t
of reservoir shell
reservoir
Montaža II pojasa rezervoara
Installation of the second row of reservoir sheell
82
41.
cevovoda
Kupolasti krov
Reservoirs are designed for incidental
Inner diameter of reservoir: 22.8 m
structure: 14.75 m
reservoir: 125 t
Dome-shaped roof
reservoir
Rezervoari od 5.000 m³
Reservoirs of 5,000 m³
83
42.
Sabeta, Rusija
Sabetta, Russia
(01.08.2014 – 01.06.2015)
(08/01/2014 – 06/01/2016)
Vertikalni AB nadzemni rezervoar sa tri unutrašnja
čelična rezervoara i aluminijumskim pontonom za
sprečavanje isparavanja uskladištenog ?uida LNG
(„Liquid Natural Gas“– tečni prirodni gas)
Unutrašnji prečnik rezervoara: 77 m
konstrukcijom: 52 m
Vertical aboveground reinforced concrete
reservoirs with three inner steel reservoirs
and aluminum pontoon to prevent
evaporation of stored LNG
Inner diameter of the reservoirs: 77 m
structure: 52 m
Neplanirani gosti u kampu
Unplanned guests in camp
Projekat svetskih razmera
84
Project of global proportions
42.
Jedan rezervoar pored AB konstrukcije čine:
1.„Liner tank” (težina čelične konstrukcije 600 t)
2.„Corner Protection” (težina niklovane
čelične konstrukcije: 250 t)
3.„Inner tank” (težina čelične
konstrukcije: 1.400 t)
4.„Al DECK roof” (težina aluminijumske
konstrukcije: 70 t)
5.Čelični krov (težina čelične konstrukcije: 750 t)
Ukupna težina čelične konstrukcije jednog
rezervoara: 3.000 t
Predviđen rok izrade 4 rezervoara:
3 godine
U neposrednoj blizini gradilišta
Very close to the construction site
Samonoseća krovna konstrukcija prečnika 77 m
Beside to reinforced concrete structure, one
reservoir is consisted of:
1.„Liner tank“ (weight of steel
structure: 600 t)
2.„Corner Protection“ (weight of nickel
plated steel structure: 250 t)
3.„Inner tank“ (weight of steel
structure: 1,400 t)
4.„Al DECK roof“ (weight of aluminum
structure: 70 t)
5.Steel roof (weight of steel
structure: 750 t)
reservoir: 3,000 t
Deadline for completion of four reservoirs:
3 years
Self-supporting roof structure with diameter of 77 m
85
43.
Kujumba GNPS-1, Rusija
Kuyumba GNPS-1, Russia
(25.11.2014 – 10.05.2015)
(11/25/2014 – 05/10/2015)
rezervoara: 530 t
termoizolacije omotača rezervoara
of stored ?uid
structure: 15.95 m
reservoir: 530 t
of reservoir shell
reservoir
Montaža
rezervoara u
sibirskim uslovima
Installation of
reservoirs in
Siberian conditions
86
44.
Samara, Rusija
Samara, Russia
(01.12.2014 – 15.05.2015)
(12/01/2014 – 05/15/2015)
Tri rezervoara od 20.000 m³
Three reservoirs of 20,000 m³
of stored ?uid
structure: 17.9 m
reservoir: 500 t
reservoir
Jedno od tri najveća naftna skladišta u Rusiji
One of the three largest oil storages in Russia
87
45.
Kujumba NPS-2, Rusija
Kuyumba NPS2, Russia
(01.02.2015 – 15.06.2015)
(02/01/2015 – 06/15/2015)
Four reservoirs of 20.000 m³
Konstrukcija za oslanjanje kompletne termoizolacije
omotača rezervoara
of stored ?uid
structure: 15.95 m
reservoir: 530 t
of reservoir shell
reservoir
Traktor - za zavarivanje šavova na podu
Automatic ?oor welding machine
Cirkomat - automat
za zavarivanje
horizontalnog šava
88
Automatic girth
welding machine
Znacajniji objekti u Srbiji i
regionu
Significant facilities in
Serbia and the region
89
Beograd, Srbija
Belgrade, Serbia
(10.03.2007 – 03.05.2007)
(03/10/2007 – 05/03/2007)
Konstrukcija za sanaciju Brankovog
mosta
Structure for the recovery of the
Branko’s Bridge
Izradeni su konzolni nosaci, gredni nosaci
i teleskopska skela za sanaciju mosta
Teleskopska skela ima tri položaja
Rok izrade konstrukcije: 30 dana
The console carriers, beam carriers and
telescopic scaffolding for bridge repair were
made
Telescopic scaffolding has three positions
Weight of construction: 60 t
Deadline for completion of the structure:
30 days
90
Beograd, Srbija
Belgrade, Serbia
(30.06.2007 – 28.08.2007)
„Grand Casino-Jugoslavija”
(06/30/2007 – 08/28/2007)
„Grand Casino-Jugoslavija”
Unutrašnja konstrukcija:
Internal construction:
Ojacavanje stubova unutar postojeceg objekta
hotela i izrada meduspratne tavanice
spregnutom konstrukcijom čelik-beton
Meduspratna konstrukcija radena sa zavarenim
pajnerima dužine 12 m sa moždanicima
Rok izrade: 60 dana
Strengthening the pillars within the existing
hotel building and development of the
mezzanine ceiling with composite steelconcrete structure
Mezzanine ceiling was made of 12 m long
welded pillars with welded studs
Weight of the construction: 180 t
Spoljašnja konstrukcija:
Outdoor structure:
Čelična konstrukcija dela objekta srušenog u
bombardovanju
Visina objekta: 11 m
raspon meduspratne konstrukcije: 10 m objekat
je u osnovi 10 m x 40 m
Meduspratna tavanica radena sa zavarenim
pajnerima dužine 10 m sa moždanicima,
spregnuti sistem celik-beton
Rok izrade: 30 dana
Steel structure of the building collapsed
because of the bombing
Height of construction: 11 m
range of mezzanine structure: 10 m
object base: 10 m x 40 m
Mezzanine ceiling was made of 10 m long
welded pillars with welded studs and
composite steel-concrete structure
91
Bar, Crna Gora
Bar, Montenegro
(16.04.2008 – 29.06.2008)
(04/16/2008 – 06/29/2008)
Četiri aluminijumske membrane
u rezervoarima na skladištu
“Jugopetrol”
Four aluminum floating roofs in
reservoirs on the “Jugopetrol”
storage
derivata
Zapremine rezervoara: 5.800 m3,
5.000 m3, 2 x 1.300 m3
Prečnici aluminijumskih membrana: 20.200 mm
(V = 5.800 m3), 21.130 mm
(V = 5.000m3), 14.940 mm (V = 1.300 m3)
Težina membrana: 1,22 t (V = 1.300 m3), 1,85 t
(V = 5.800 m3 i V = 5.000 m3)
Tip membrane: cevasti plovci sa
aluminijumskim limom
150 mm
Tip brtvenog sistema: „Single Wiper”
Broj oslonaca: 14 (V = 1.300 m3),
26 (V = 5.800 m3 i V = 5.000 m3)
Dva visinska položaja: montažni i radni
Proizvođač: "HMT United Tank Technology",
Totowa, SAD
Reservoirs are intended for the storage of oil
products
Volume of reservoirs: 5,800 m³,
5,000 m³, 2 x 1,300 m³
Diameter of aluminum pontoons: 20,200 mm
(5,800 m³), 21,130 mm (5,000 m³),
14,940 mm (1,300 m³)
Weight of aluminum pontoons: 1.22 t
(1,300 m³), 1.85 t (5,800 m³ & 5,000 m³)
Floating roof type: tubular floats with
aluminum sheet
Gap between the floating roof and the
reservoir layer: 150 mm
Type of sealing system: “Single Wiper“
The number of supports: 14 (1,300 m³),
26 (5,800 m³ & 5,000 m³)
Two height positions, working and overhaul
Manufacturer "HMT United Tank
Technology", Totowa, USA
92
Požega, Srbija
Pozega, Serbia
(03.09.2008 – 25.11.2008)
(03.08.2008 – 05.11.2008)
(09/03/2008 – 11/25/2008)
(08/03/2008 – 11/05/2008)
Četiri rezervoara od 5.000 m3na
skladištu Direkcije za robne
rezerve
Four reservoirs of 5,000 m³ at
the Directorate for Commodity
Reserves storage
derivata
Visina rezervoara bez krova: 11,46 m
Samonoseći konusni krov
Pod je koncipiran kao dvoslojni sa potpritiskom u
međuprostoru u toku eksploatacije
Rok izrade: 75 dana, u proseku 50 dana po
rezervoaru
Reservoirs are intended for oil storage
Diameter of the reservoirs: 25.1 m
Height without roof: 11.46 m
Steel self-supporting conical roof
Floor is designed as a double layer that holds
negative pressure in the interspace during
operation
Deadline for completion: 75 days,
50 days per tank on average
93
Stari Banovci, Srbija
Stari Banovci, Serbia
(25.01.2010 – 15.12.2010)
(01/25/2010 – 12/15/2010)
Proizvodna hala „Tankmont”
"Tankomont" production hall
Kompletni radovi na izradi i montaži čelične
konstrukcije hale izvedeni su sopstvenim
snagama (projektovanje, nabavka materijala,
izrada u radionici uz montažu i zavarivanje na
terenu)
Hala je koncipirana kao dvobrodna, sa
rešetkastim glavnim nosačima raspona 15 m i 5 m
Visina hale: 10 m
Dimenzije osnove: 20 m x 50 m
Ukupna težina čelične konstrukcije: 79 t
Complete work on the production and
assembly of hall's steel structure was
performed with our own forces (design,
procurement of materials, and production in
the workshop with installation and welding in
the field)
The hall is designed as a two-nave, with lattice
main girders with spans of 15 m and 5 m
Height of the building: 10 m
Dimensions of the foundation: 20 m x 50 m
Total weight of the structure: 79 t
94
Barič, Srbija
Baric, Serbia
(15.12.2010 – 25.12.2010)
(12/15/2010 – 12/25/2010)
VACONODeck - plivajuće
aluminijumske membrane
VACONODeck - floating
aluminum roofs
Ovlašćeni monter „VACONODeck” plivajućih
aluminijumskih membrana na prostoru Balkana
Dve namontirane membrane u Bariču na
rezervoarima zapremine 2.500 m3,
prečnika 15,98 m
Authorized installer of the VACONODeck
floating aluminum membranes in the Balkans
Two membranes mounted in Baric on the
reservoirs with volume of 2,500 m³, and
diameter of 15.98 m
Novi Sad, Srbija
Novi Sad, Serbia
(12.01.2011 – 01.02.2011)
(01/12/2011 – 02/01/2011)
aluminum roofs
Dve namontirane membrane u Novom Sadu na
rezervoarima zapremine 1.000 m³, prečnika 11 m
Two membranes mounted in Novi Sad on the
reservoirs with volume of 1,000 m³, and
diameter of 11 m
95
Srbija i Crna Gora
Serbia and Montenegro
(09.08.2007 – 04.02.2011)
(08/09/2007 – 02/04/2011)
Čelične konstrukcije i
potkonstrukcije
Steel structures and substructures
Firma Tankmont se 2007. godine vratila na
srpsko tržište i od tada je izvela niz objekata na
kojima su rađene konstrukcije i potkonstrukcije:
The “Tankmont” company returned to
Serbian market in 2007 and since then it
worked on installation of structures and substructures on a number of facilities:
Interex – Zemun
DIS – Kruševac
Interspeed – Preševo
TUŠ – Novi Sad
DIS – Jagodina
DIS – Lazarevac
Bravo – Loznica
DIS – Mladenovac
DIS – Smederevska Palanka
Fabrika sokova – Varvarin
Auto salon Vidaković – Subotica
Sanja IPPI – Stara Pazova
VIP – Dobanovci
Caffe Kornjača – Beograd
Roda market - Sremska Mitrovica
Maxprom – Beograd
Deltaterm – Surčin
DIS – Pančevo
ALEX Company – Beograd
Hotel Maestral – Pržno
Luk Oil - Doljevac
Interex – Zemun
DIS – Krusevac
Interspeed – Presevo
TUŠ – Novi Sad
DIS – Jagodina
DIS – Lazarevac
Bravo – Loznica
DIS – Mladenovac
DIS – Smederevska Palanka
Fabrika sokova – Varvarin
Auto salon Vidaković – Subotica
Sanja IPPI – Stara Pazova
VIP – Dobanovci
Caffe Kornjača – Belgrade
Roda market - Sremska Mitrovica - Belgrade
Maxprom – Belgrade
Deltaterm – Surcin
DIS – Pancevo
ALEX Company – Belgrade
Hotel Maestral – Przno
Luk Oil - Doljevac
96
Auto salon Vidaković -Subotica
ALEX Company - Belgrade
Interspeed - Presevo
ALEX Company - Belgrade
VIP - Dobanovci
97
Caffe Kornjača - Belgrade
DIS - Krusevac
VIP - Dobanovci
98
Sanja IPPI - Stara Pazova
Sofia, Bugarska
Sofia, Bulgaria
(15.09.2011 – 02.10.2011)
(09/15/2011 – 10/02/2011)
aluminum roofs
Šest namontiranih membrana u Burgasu na
rezervoarima zapremine
5.000 m3, prečnika 22 m (2 komada),
2.500 m3, prečnika 11 m (2 komada),
300 m3, prečnika 6 m (2 komada)
Six membranes was mounted in Burgas, on
the reservoirs with volume of
5,000 m³, D = 22 m (2 pcs.),
2,500 m³, D = 11 m (2 pcs.), and
300 m³, D = 6 m (2 pcs.)
99
Subotica, Srbija
Subotica, Serbia
(01.11.2011 – 22.12.2011)
(11/01/2011 – 12/22/2011)
Antenski stub za mobilnu telefoniju
Telecom tower
Izrada, probna montaža i montaža antenskog
stuba
Visina konstrukcije: 36 m (6 montažnih komada)
Konstrukcija je toplo cinkovana, a potom
ofarbana u crveno - belu kombinaciju prema
projektu
Objekat je obuhvatio i prateću bravariju
Ukupna težina montirane konstrukcije i
bravarije: 10,5 t
Fabrication, test assembly and installation of
telecom tower
Structure height: 36 m (6 prefabricated pcs.)
Structure is hot dip galvanized and then
painted in red-white pattern according to the
project
The facility includes supporting steelwork
The total weight of steel structure and
steelwork: 10.5 t
Završen antenski stub sa bravarskim pozicijama
100
Completed telecom tower with steelwork
10.
Zemun, Srbija
Zemun, Serbia
(01.10.2012 – 29.10.2012)
(10/01/2012 – 10/29/2012)
Konstrukcija i limarski radovi za
Polimark
Structure and sheet metal
works for Polimark
Izrada i montaža lake konstrukcije, bravarije i
limarski radovi
Laka konstrukcija obuhvata nosače dva odvojena
objekta
Od bravarskih radova izvedena su velika
termoizolovana vrata
U sklopu limarskih radova izvedeno je oblaganje
jednog od dva objekta poliuretanskim panelima,
ivične i olučne opšivke
bravarije: 6 t
Površina objekta koja je pokrivena panelima:
2
350 m
Fabrication and installation of lightweight
structure, steelwork and sheet metalwork
Lightweight structure includes steel trusses
for two separate objects
Steelwork includes large thermally insulated
doors
Sheet metal work includes paneling one of
the two objects with polyurethane panels,
performing edge flashings and guttering
steelwork: 6 t
Area of the building covered by panels:
350 m2
Laka čelična konstrukcija
Lightweight structure
101
11.
Sremski Karlovci, Srbija
Sremski Karlovci, Serbia
(01.11.2011 – 05.04.2012)
(11/01/2011 – 04/05/2012)
Ugovorne obaveze
Contractual obligations
Na terminalu za skladištenje naftnih derivata u
Sremskim Karlovcima kompanija „Tankmont“ je ,
sistemom „ključ u ruke“, ugovorila i izvela
kompletne rezervoare , uključujući nabavku
materijala, samostalnu predfabrikaciju u našem
proizvodnom pogonu, transport i montažu na
gradilištu.
Naša kompanija bila je nosilac ugovora koji je
sadržao sledeće obaveze:
1.Nabavka materijala
2.Predfabrikacija
3.Transport do gradilišta
4.Montaža i zavarivanje konstrukcije
rezervoara
5.Antikorozivna zaštita rezervoara
(angažovan podizvoðač)
6.Nabavka i montaža mehaničke
opreme rezervoara
7.Nabavka i montaža Al membrane
(proizvoðač „VACONO“)
8.Usluga vršenja hidrotesta
rezervoara
9.Izrada atestno-tehničke
dokumentacije
As a turnkey project at the terminal for the
storage of petroleum products in Sremski
Karlovci, the "Tankmont" company has
contracted and performed complete project of
reservoirs, including procurement of materials,
independent prefabrication in our production
facility, transport and on-site installation.
Our company was the holder of the contract
that contained following obligations:
1.Procurement of materials
2.Prefabrication
3.Transport to the site
4.Installation and welding of reservoirs
structure
5.Corrosion protection of reservoirs
(hired subcontractor)
6.Procurement and installation of
reservoirs' mechanical equipment
7.Procurement and installation Al
membrane (manufactured by "VACONO")
8.Performing the service of reservoirs'
hydrostatic test
9.Preparation of attest and technical
documentation
Kompletna predfabrikacija 8 predviðenih
rezervoara za terminal u Sremskim Karlovcima je
zahvaljujući uspešnoj paralelnoj proizvodnji više
rezervoara i kvalitetnoj logističkoj podršci izvršena
u roku od 80 dana.
Iako su radovi izvoðeni u zimskim uslovima nije
bilo ozbiljnijih zastoja na montaži i zavarivanju
čelične konstrukcije. Svi radovi su izvedeni u
predviðenom roku od 150 dana, koji je zahtevao
Investitor.
By successful parallelization of several
reservoirs production and with high-quality
logistic support, the complete prefabrication of
eight foreseen reservoirs for terminal in Sremski
Karlovci was performed within 80 days.
Although the works was carried out in the
winter conditions, there were no serious delays
in assembling and welding of steel structures
and all the works was carried out within the set
time limit requested by the Investor of 150 days,
as requested by the Investor.
102
11.
Rezervoar od 500 m?
Reservoir of 500 m?
Konusna samonoseća krovna konstrukcija
Stabilan sistem za gašenje požara
Dve podesive visine plivajućeg aluminijumskog
krova (remontna na 2 m i radna visina na 1,3 m)
Rok izrade rezervoara u našem proizvodnom
pogonu: 20 dana po rezervoaru
Rok montaže i zavarivanja rezervoara na gradilištu:
40 dana po rezervoaru
of the stored fluid
The inside diameter of reservoir: 9.3 m
Height of reservoir shell: 9 m
The total height of the reservoir with a roof
structure: 10.17 m
Conical self-supporting roof structure
reservoir: 33 t
Fixed fire extinguishing system
Two adjustable heights of floating aluminum
roof (repair height at 2 m, working height at
1.3 m)
Deadline for production of reservoir in our
production facility: 20 days per reservoir
Deadline for assembly and welding the
reservoir at the site: 40 days per reservoir
Tri rezervoara od 1.000 m?
Three reservoirs of 1,000 m?
derivata
Reservoirs are intended for petroleum
products storage
Height of reservoir: 11 m
structure: 12.4 m
Weight of structure: 44 t
Conical self-support roof structure
103
11.
Rezervoar od 1.500 m?
Reservoir of 1,500 m?
Kupolasta samonoseća krovna konstrukcija
aluminum pontoon to prevent evaporation of
the stored fluid
The inside diameter of reservoir: 14 m
structure: 12.53 m
Dome self-supporting roof structure
Weight of steel structure of a single reservoir:
66 t
1.3 m)
104
11.
Dva rezervoara od 2.000 m?
Two reservoirs of 2,000 m?
aluminum pontoon to prevent evaporation of
the stored fluid
The total height of reservoir with a roof
structure: 12.75 m
Weight of steel structure of single reservoir: 80 t
roof (repair height: 2 m; working height:
1.3 m)
production facility is 30 days per reservoir
reservoir at the site is 55 days per reservoir
Vertikalni čelični nadzemni rezervoar za
skladištenje naftnih derivata
Težina čelične konstrukcije rezervoara: 108 t
Rok montaže i zavarivanja rezervoara na
gradilištu: 55 dana po rezervoaru
Vertical steel aboveground reservoir for
petroleum products storage
structure: 13.2 m
108 t
105
12.
Novi Sad, Srbija
Novi Sad, Serbia
(15.02.2012 – 03.04.2012)
(02/15/2012 – 04/03/2012)
Dva rezervoara od 2.000 m?
Two reservoirs of 2,000 m?
skladištenje dizela
Konusna krovna konstrukcija sa centralnim stubom
u sredini rezervoara
Vertical steel aboveground reservoirs for
diesel storage
Height of reservoir shell: 11.08 m
structure: 11.9 m
Conical roof structure with a central pillar in
the middle of the tank
reservoir: 81 t
Na terminalu „SPEED“ za skladištenje naftnih
derivata u Novom Sadu naša firma je proizvela i
namontirala kompletnu čeličnu konstrukciju
rezervoara, uključujući nabavku materijala,
samostalnu predfabrikaciju u našem proizvodnom
pogonu, transport i montažu na gradilištu.
106
At the terminal for the storage of petroleum
products in Novi Sad for "SPEED" company, our
company has manufactured and installed complete
steel structure of reservoirs, including procurement
of materials, independent prefabrication in our
production facility, transport and on-site
installation.
13.
Pančevo, Srbija (NIS)
Pancevo, Srbija (NIS)
(09.04.2012 – 27.04.2012)
(04/09/2012 – 04/27/2012)
Četiri plivajuće aluminijumske
membrane VACONODeck
Four floating VACONODeck
aluminum membranes
Za potrebe „Naftne Industrije Srbije” na
pristanu u Pančevu izmontirane su 4 Al
3
membrane u rezervoare zapremine 5.000 m .
Plivajuće membrane smo nabavili i ugradili kao
ovlašćeni monteri proizvođača Al membrana
„VACONO”.
For the purposes of “Petroleum Industry of
Serbia” in Pancevo harbor, we installed four
3
Al membranes in 5,000 m reservoirs.
As authorized installer, we purchased and
installed floating Al membrane manufactured
by "VACONO".
107
14.
Inđija, Srbija (Outlet)
Indjija, Serbia (Outlet)
(19.03.2012 – 27.04.2012)
(19/03/2012 – 04/27/2012)
Konstrukcija totema
Construction of advertising tower
Projektovanje, izrada i montaža reklamnog stuba
visine 35,2 m od 5 montažnih komada
Stub je u osnovi jednakokraki trougao stranice
3,5 m
Konstrukcija je sklapana iz elemenata na samom
gradilištu i to u alatu
Na vrhu, na visini od 30 m, nalaze se 3 velike
2
reklame površine 50 m , paralelne sa stranama
stuba i na 2 m od samog stuba
Prostor izmedu najviših reklama sastoji se od dve
revizione platforme na 30 m i 32,5 m
Od 18-29. metra nalazi se 6 manjih reklamnih
2
panoa površine 12,5 m , paralelnih stranama
stuba i na rastojanju od 0,5 m od njega
U dnu svake od manjih reklama nalaze se
revizione platforme
Prva revizona platforma nalazi se na visini od
6,2 m
Duž cele visine stuba postavljene su penjalice na
koje su vezane revizione platforme odmorišta
U sklopu objekta urađeno je projektovanje, izrada
i montaža ograde oko dečijeg igrališta, dizajn,
izrada i montaža velikih reklama između glavnih
stubova šetališta
Ukupna težina montirane konstrukcije i bravarije:
50 t
Design, manufacture and installation of 35.2 m
high advertising tower (5 prefabricated pcs)
Tower is an equilateral triangle in base, with side
length of 3.5 m
The structure is assembled from elements on
the site in the tool
On top, at the height of 30 m, there are 3 large
2
advertisements with area of 50 m , parallel to
the sides of the tower and at a distance of 2 m
from the column
The space between the highest panels includes
two revision platforms at 30 m and 32.5 m
At height from 18 to 29 m, there are 6 smaller
2
advertising panels with area of 12.5 m , parallel
to the sides of the tower and at a distance of
0.5 m from it
Revision platforms are located at the bottom of
each of the smaller advertising panels
The first revision platform is at 6.2 m
Climbing frames are mounted along the entire
height of the tower and connected with revision
platforms
Within the shopping center we designed,
fabricated and installed a fence around the
playground, and large advertising panels
between the main pillars in promenade
steelwork: 50 t
Izrada montažnih komada na licu mesta
108
Production of prefabricated pieces on site
14.
Veličina jednog od tri anker bloka za totem
The size of one of the three anchor
blocks for advertising tower
109
14.
Reklama
Advertising tower
Završena konstrukcija totema
Podizanje najvišeg montažnog komada sa dve
dizalice nosivosti 80 t I 200 t
Completed construction of advertising tower
Raising the highest prefabricated piece with two
cranes of 80 t and 200 t
110
15.
Beograd, Srbija
Belgrade,Serbia
(01.06.2012 – 13.07.2012)
(06/01/2012 – 07/13/2012)
Laka konstrukcija i bravarija
Lightweight structure and
steelwork
Stambeno – poslovni objekat,
Neznanog Junaka 7
Residential and commercial building,
Neznanog Junaka 7
Projektovanje, izrada i montaža lake
konstrukcije i bravarije
Laka konstrukcija obuhvata nosače
nadstrešnice, nosače obloge oko bazena,
nosače pregrada na potkrovlju i nosače
obloga za dimne kanale
Od bravarije izvedeni su konzolni nosači
terasa u sklopu sa stepeništem kao i odbojnici
u garažama
Konstrukcija je toplo cinkovana, a potom
ofarbana
bravarije: 10,5 t
Design, manufacture and installation of
lightweight structure and steelwork
Lightweight structure includes canopy
trusses, trusses for linings around the pool,
partition walls trusses at the roof terrace
and trusses for linings around flues
Steelwork includes cantilever beams for
terraces connected with stairways and
bumpers in the garage
Structure is hot dip galvanized and then
painted
steelwork: 10,5 t
Pogled sa krovne terase
View from the roof terrace
Spiralno stepenište
Spiral staircase
111
16.
Pančevo, Srbija (NIS)
Pancevo, Serbia (NIS)
(20.08.2012 – 01.11.2012)
(08/20/2012 – 11/01/2012)
Sanacija i ugradnja membrane
Defects inspection and repair
U naftnoj rafineriji „NIS“ u Pančevu izvršena je
kompletna defektaža i sanacija 3 rezervoara.
Complete inspection for defects and repair is
done on three reservoirs at “NIS” oil refinery in
Pancevo.
Dva rezervoara zapremine 1.000 m3 namenjena
su za skladištenje benzena, dok je rezervoar
zapremine 540 m3 namenjen za skladištenje
toluena.
3
Two reservoirs with a volume of 1,000 m are
intended for the storage of benzene, while a
3
tank with capacity of 540 m is for the storage
of toluene.
Na rezervoarima je sanirana geometrija
omotača rezervoara, sistem cevnih grejača,
sklopke niskog i visokog nivoa, mehanički
merači nivoa i difuzni sistem uvođenja fluida u
rezervoar.
The geometry of the tank shell is corrected, as
well as system of tube heaters, low and high
level switches, mechanical levels meters, and
diffuse system of fluid input into the reservoir.
Takođe smo isporučili i u sva tri rezervoara
ugradili plivajuće membrane proizvođača
„VACONO”.
We also supplied and installed floating
membrane manufactured by “VACONO” in all
three tanks.
Podaci o rezervoarima:
1.000 m3 (V=9 m, Du=12,2 m)
540 m3 (V=10,8 m, Du=8 m)
Information on reservoirs:
1,000 m3 (H=9 m, D=12.2 m)
540 m3 (H=10.8 m, D=8 m)
112
17.
Smederevo, Srbija
Smederevo, Serbia
(10.11.2012 – 15.05.2013)
(11/10/2012 – 05/15/2013)
Ugovorne obaveze
Na terminalu za skladištenje naftnih derivata u
Smederevu za „JETOIL” kompanija „Tankmont” je,
sistemom „ključ u ruke“, ugovorila i izvela
kompletne rezervoare, uključujući nabavku
materijala, samostalnu predfabrikaciju u našem
proizvodnom pogonu, transport i montažu na
gradilištu.
1. Nabavka materijala
2. Predfabrikacija
3. Transport do gradilišta
4. Montaža i zavarivanje konstrukcije rezervoara
5. Antikorozivna zaštita rezervoara (angažovan
Podivoðač)
6. Nabavka i montaža mehaničke opreme
rezervoara
7. Nabavka i montaža Al membrana (proizvoðač
„VACONO”)
8. Usluga vršenja hidrotesta rezervoara
9. Izrada atestno-tehničke dokumentacije
As a turnkey project at the terminal for the
storage of petroleum products in Smederevo
for "JETOIL" company, the "Tankmont" company
has contracted and performed complete project
of reservoirs, including procurement of
materials, independent prefabrication in our
production facility, transport and on-site
installation.
Our company was the holder of the contract
that contained following obligations:
1. Procurement of materials
2. Prefabrication
3. Transport to the site
4. Installation and welding of reservoirs
structure
5. Corrosion protection of reservoirs (hired
subcontractor)
6. Procurement and installation of reservoirs'
mechanical equipment
7. Procurement and installation of Al
membrane (manufactured by "VACONO")
8. Performing the reservoirs' hydrostatic test
service
9. Preparation of attest and technical
documentation
Complete prefabrication of nine reservoirs for
"JETOIL" terminal in Smederevo was performed
within 95 days.
Although the works was carried out in the
winter conditions, assembly and welding of
steel structures of the reservoirs were
completed within 160 days.
Kompletna predfabrikacija 9 rezervoara za
„JETOIL” terminal u Smederevu izvršena je u roku
od 95 dana.
Iako su radovi izvoðeni u zimskim uslovima
montaža i zavarivanje čelične konstrukcije
rezervoara završeni su u roku od 160 dana.
113
Dva rezervoara od 500 m3
Two reservoirs of 500 m3
rezervoara: 28 t
Stabilni sistem za gašenje požara
krova (remontna visina: 2 m i radna
visina: 1,3 m)
of the stored fluid
structure: 8.51 m
Weight of steel structure of single reservoir:
28 t
roof (repair height: 2 m; working height:
1.3 m)
production facility is 20 days per reservoir
reservoir at the site is 40 days per reservoir
114
17.
115
Jedan rezervoar od 2.000 m3
One reservoir of 2,000 m3
skladištenje dizela
rezervoara: 82 t
diesel storage
The total height of the reservoir with roof
structure: 12.75 m
reservoir: 82 t
1.3 m)
reservoir at the site: 55 days per tank
Dva rezervoara 2.500 m3
Vertikalni čelični nadzemni rezervoar Unutrašnji
prečnik rezervoara: 17,5 m
structure: 13.91 m
reservoir: 96 t
116
17.
skladištenje benzina
Težina čelične konstrukcije jednog rezervoara:
125 t
Vertical steel aboveground reservoir for gasoline
storage
structure: 14.2 m
125 t
Deadline for assembly and welding the reservoir
at the site: 60 days per reservoir
skladištenje naftnih derivata
Težina čelične konstrukcije jednog rezervoara:
171 t
petroleum products storage
structure: 14.73 m
171 t
Deadline for assembly and welding the reservoir
at the site: 60 days per reservoir
117
Smederevo, Srbija
Smederevo, Serbia
(28.11.2012 – 20.12.2013)
(11/28/2012 – 12/20/2013)
Ugovorne obaveze
Kompanija „Tankmont” bila je nosilac ugovora sa
Investitorom „NIS“– blok prometa, na sanaciji
rezervoara zapremine 60.000 m3 u Smederevu.
Do oštećenja rezervoara došlo je prilikom pada
aluminijumskog krova.
1. Defektaža rezervoara i tankvanskog prostora
predmetnog rezervoara
2. Sanacija omotača rezervoara
3. Predfabrikacija oslonačkog prstena za
aluminijumski krov i protivpožarnih cevi
4. Transport do gradilišta
5. Demontaža, montaža i zavarivanje konstrukcije
rezervoara
6. AB radovi na sanaciji temelja i dilatacionih
prostornih spojnica ploče tankvane (angažovan
Podizvoðač)
7. Antikorozivna zaštita rezervoara (angažovan
Podizvoðač)
8. Elektro-instalaterski radovi na osvetljenju
prostora oko rezervoara kao i samog rezervoara
(angažovan Podizvoðač)
9. Nabavka i montaža merno regulacione opreme
rezervoara (angažovan Podizvoðač)
10. Usluga vršenja hidrotesta rezervoara
11. Izrada atestno-tehničke dokumentacije
The "Tankmont" company was the holder of the
contract with the Investor "NIS" – Sales and
Distribution block, on the recovery of the reservoir
with volume of 60,000 m3 in Smederevo.
Damage to the reservoir occurred through the fall
of the aluminum roof.
Our company was the holder of the contract that
contained following obligations:
1. Inspection of the defects on the reservoir
and bund wall space
2. Recovery of the reservoir's shell
3. Prefabrication of the support ring for Al roof
and fire protection pipes
4. Transport to the site
5. Disassembly, assembly and welding of
reservoirs structure
6. Reinforced-concrete works on the foundation
and expansion joint of the bund wall plate
7. Corrosion protection of reservoir (hired
subcontractor)
8. Electro-installation works on the lighting of the
area around the reservoir and reservoir itself
9. Procurement and installation of measuring and
control equipment for the reservoir (hired
subcontractor)
10. Performing the reservoir's hydrostatic test
service
11. Preparation of attest and technical
documentation
118
18.
Podaci o saniranom rezervoaru:
Data on the recovered reservoir:
Rezervoar je predviðen za skladištenje dizela
Kupolna samonoseća aluminijumska krovna
konstrukcija
Stabilni sistem za gašenje požara
Kompletna sanacija rezervoara uključujući i
pozicije poverene Podizvoðačima, od trenutka
uvoðenja u posao do trenutka završne
primopredaje radova Investitoru, izvršena je u
roku od 340 dana.
of the stored fluid
Reservoir is intended for storage of diesel
Inside diameter of reservoir: 73.125 m
Aluminum self-supporting dome roof
structure
Complete recovery of the reservoir,
including works delegated to
subcontractors, from the moment of
introduction until the final acceptance of the
works by Investor, was carried out within
340 days.
119
Beograd, Srbija
Belgrade, Serbia
(07.12.2012 – 18.12.2012)
(12/07/2012 – 12/18/2012)
Konstrukcija i bravarija
Structure and steelwork
Izrada i montaža konstrukcije i bravarije na
javnom objektu Mixer House u Beogradu.
Konstrukcija obuhvata galeriju, nosače za ciler i
nosače za izdvojene prostorije ispod galerije
Bravarski radovi obuhvataju izradu i montažu
stepeništa i ograde za galeriju.
bravarije: 12 t
Fabrication and installation of structure and
steelwork
Structure includes a gallery trusses, trusses for
chiller and separate premises below the gallery
Steelwork include the production and
installation of stairs and railings for gallery
steelwork: 12 t
Radovi na priključivanju stepeništa galeriji
120
Works on connecting staircase to gallery
20.
Pirot, Srbija
Pirot, Serbia
(15.09.2013 – 17.02.2014)
(09/15/2013 – 02/17/2014)
Konstrukcija i potkonstrukcija
Structure and sub-structure
Izrada i montaža konstrukcije i potkonstrukcije
Konstrukcija obuhvata glavne nosače fasadnih i
pregradnih zidova, konzole, spregove u krovnoj
ravni, nosače svetlosnih kupola i svetlosnih traka,
kao i zaseban objekat za sprinkler stanicu.
Potkonstrukcija obuhvata elemente za nošenje
otvora u fasadi, atika i početni "L" za panele.
potkonstrukcije: 200 t
Fabrication and installation of construction
and subconstruction
Construction includes the main trusses of the
facade and interior walls, consoles, bracings in
the roof level, trusses fordome and panel
rooflights, and a separate facility for sprinkler
station.
Subconstruction includes elements for carrying
openings in the facade, attic and the initial "L"
profile for thermally insulated panels.
The total weight of steel construction and
subconstruction: 200 t
Sprinkler stanica
Sprinkler station Fasadna podkonstrukcija
Montaža fasadne rešetke
Facade sub - structure
Installation of facade lattice
121
1.
Malabo – Ekvatorijalna
Gvineja
Malabo, Equatorial
Guinea
(27.05.2014 – 27.11.2014)
(05/27/2014 – 11/27/2014)
Konstrukcija pešačkog mosta i krovna
konstrukcija
The construction of the footbridge
Izrada, probna montaža i montaža konstrukcije
dvospratnog pešackog mosta i krovne konstrukcije
u okviru poslovno-hotelskog objekta „MALABO
GATE”
Za konstrukciju pešačkog mosta u radionici je
rađena predmontaža svakog segmenta u alatu, a
potom su pojasne rešetke susednih komada
sastavljane na platou kako bi se izbegle greške pri
montaži
Krovni nosači sa otvorima za instalacije izvedeni
su u radionici, zajedno sa moždanicima prečnika
o 22/125 na gornjim flanšama nosača u cilju
sprezanja čeličnih nosača i betonske ploče iznad
njih
Kompletna konstrukcija je upakovana u brodske
kontejnere i transportovana do gradilišta u
Ekvatorijalnoj Gvineji
Fabrication, test assembly and installation of a
two-level footbridge and roof structure within
the business-hotel building “MALABO GATE”
Each segment of a two level footbridge
structure was preassembled in the tool
Then main trusses were assembled on the
level ground in full length to avoid errors at
installation on site
Roof trusses with holes for installation are
made at the workshop, together with
“NELSON” welded studs ø 22/125 on the
upper flange sections of main trusses. Welded
studs allow joint action of steel beams with
reinforced concrete slabs above them
Complete structure is packed in shipping
containers and transported to the site in
Equatorial Guinea
Krovni nosači
Roof beams
Početak demontaže
konstrukcije iz alata
Dismantling the
structure from tool
Predmontaza konstrukcije u alatu sa zastitnom ceradom
zbog zavarivanja
Pre-assembly of structure in the tool with a protective tarpaulin for
welding
Zapakovana konstrukcija
za transport
Packaged structure for
transportation
122
1.
Dužina konstrukcije pešačkog mosta: 55,5 m,
visina: 7,37 m, razmak glavnih nosača: 9 m
Ukupna težina montirane konstrukcije mosta:
181 t
Raspon nosača krovne konstrukcije se kretao od
15,5 m do 21 m
Ukupna težina montirane krovne konstrukcije:59 t
Montaža celokupne konstrukcije završena je za
manje od dva meseca u kišnoj sezoni (sa 13
neradnih dana zbog loših vremenskih uslova)
The length of the of a two level footbridge
structure: 55.5 m, height: 7.37 m, distance
between the main trusses: 9 m
The total weight of steel construction of the
footbridge: 181 t
Span of the roof structure is ranged from
15.5 m to 21 m
The total weight of steel roof structure: 59 t
Installation of the entire structure was
completed in less than two months during the
rainy season (with 13 non-working days due to
bad weather conditions)
Krovna
konstrukcija
Roof structure
Postavljanje limova na završenoj
konstrukciji mosta
Setting sheet metal on completed
structure of the bridge
Spajanje leve strane konstrukcije mosta
Connecting the right side of the bridge structure
Spajanje desne strane
konstrukcije mosta
Connecting the right side
of the bridge structure
Montaža pojasnih nosača
Installation of main trusses
123
www.tankmont.com
Office: Ustanička 128 b, 11000 Beograd, Srbija
Tel: +381 (11) 347 2539, fax: +381 (11) 347 2539
E-mail: office@tankmont.com
www.tankmont.com
Office: Ustanička 128 b, 11000 Beograd, Srbija
Tel: +381 (11) 347 2539, fax: +381 (11) 347 2539
E-mail: office@tankmont.com

inženjering projektovanje izvodenje engineering design assembly

Transcription

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