member of romelectro group - celpi.ro profile celpi 2013.pdf · tower testing • hot dip...
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1, Bercenarului Road , 041116, county 4 , Bucharest, ROMANIA Register of Commerce: J40/290/1991, VAT: RO 382482 T : +40 (21) 450.20.11, F: +40 (31) 816.54.40 Email: [email protected];[email protected] http://www.celpi.ro
S.C. CELPI S.A.
BUCHAREST
ROMANIA
Company Profile2013
• OHTL STEEL TOWERS up to 750 Kv
• CLAMPS AND FITTINGS (OHTL & substations)
• SUBSTATION STRUCTURES up to 750 kV
• STEEL STRUCTURES FOR CIVIL AND INDUSTRIAL WORKS
• STEEL STRUCTURES FOR RAILWAY AND TELECOMMUNICATIONS
• ENGINEERING
• TOWER TESTING
• HOT DIP GALVANISING
• Design
• Detailing
• Prototyping
• Towers and steel structures testing 1:1
• Manufacturing
• Supply
c e l p i
member of Romelectro group
1953 - 60 years of activity - 2013
Power transmission and distribution
Civil and industrial works
Telecommunication
Railway installations
Other industrial fields
Business Areas
CLAMPS AND FITTINGS OHTL & substations
STEEL STRUCTURES FOR CIVIL & INDUSTRIAL WORKS
ENGINEERING
HOT DIP GALVANISING
SUBSTATION STRUCTURES up to 750 kV
STEEL STRUCTURES FOR TELECOMMUNICATIONS
TOWER TESTING scale 1:1
OHTL STEEL TOWERS up to 750 Kv
STEEL STRUCTURES FOR RAILWAY
Design
Detailing
Manufacturing
Prototyping
Supply
Key figures
2009 2010 2011 2012 2013
Employees, average number 171 147 166 155 148
Turnover (Mil. €) 4,10
4,38
5,03
4,16
6,06
Our Mision
To provide high quality fabricated steel structures at competitive prices.
Our Vision
To supply steel towers, clamps & fittings for OHTL in Europe, Middle East and Africa
Our Core Values
Quality through continous improvementRespect and trust for all employeesHonesty – ethical and moral behavior Practice environmentally responsible behavior.
Quality Management System ISO 9001:2008
Steel towers for OHTL
Rating voltage (kV) 20, 33, 66, 110, 132, 220, 400, 750
Number of electrical circuits With a single circuit, with two or more circuits
Structure type Beam with lattice
Geometrical configurationFir type, Y type, RODELTA type, spatial frame type, anchored portal type, guyed
type
Functional type Suspension, tension, terminal, crossing
Joint manner Bolted, welded, welded - bolted
Materials
Angle profiles SR EN 10056:1,2;
sheet SR EN 10029; SR EN 10063:1, 2, 3;
steel SR EN 10025 – S235, S275, S355,
class JR, JO, J2
Fasteners Bolts STI-03, DIN 7990, ISO 898, grade 5.6, 5.8, 6.6, 10.9, nuts, plate and Grower
washers
Anticorrosive protectionHot Dip Galvanizing - SR EN ISO 1461
Painting
Testing
Mechanical testing for OHTL towers and further structures under natural
conditions according CEI IEC 60652 -" Loading tests on overhead line towers"
On test samples of component materials
Delivery Steel angles bars in yokes linked with metal strips; plates, fasteners and small
elements in metal or wooden boxes
Steel towers for OHTL
Steel towers for OHTL
Clamps and Fittings OHTL
Catalog CELPI - Clamps and Fittings - http://www.celpi.ro/images/Catalog_CELPI_CLEME_ARMATURI.pdf
Clamps and Fittings OHTL
Galvanising and PackingZinc Kettle Dimensions 11,0 x 1,4 x 1,6 [m] 9,0 x 1,4 x 1,6 [m]
Equipments
CNC cutting, punching and marking machine 16 -34NT, from FICEP-Italy, for processing of angles 40-160 mm, holes max. Φ32 mm (purchased in 1998)
Drilling and sawing system Voortman V630/1000T for processing of I, U, H profiles up to 1000 x 15000 mm, holes max. Φ 42 mm (purchased in 2007);
CNC machine PG 116 from Vernet-France for processing of plates 750x1200x20 mm, holes max. Φ 32mm (purchased in 1999);
MIG-MAG welding equipment from Air Liquide
CNC cutting, punching and marking machine 20 - 34, from FICEP-Italy for processing of angles 50-200 mm, holes max. Φ 32 mm (purchased in 2000)
List of EquipmentsItem Description of the equipments Type
A. PUNCHING, DRILLING, CUTTING SYSTEMS
1 FICEP Automatic CNC system for the processing of angles (punching, drilling, notching & shearing system) L45 – L100
A 20.36 NT
2 FICEP Automatic CNC system for the processing of angles (punching, drilling, notching & shearing system) L100 – L200
A 16.34 NT
3 FICEP Automatic CNC system for the processing of plates ( punching & drilling system)
P 803 PN
4 VERNET Automatic CNC system for the processing of plates ( punching & drilling system)
PG 116S
5 VOORTMAN CNC drilling and sawing system for the processing of Europrofiles HEA, HEB, HE, IPE, UPE, HEM, angles, pipes
V630/1000T
6 Angle grinder GWS 24-180
7 Hydraulic Shearing machine # 16x2500
B. WELDING SYSTEMS
1 CNC Thermal cutting system OTC-12000
2 Electric welding equipments TWIN 3S-350
3 AIR Liquide MIG-MAG welding equipments Filcord 4000TS
4 CNC Plasma/Oxi – gaz cutting system Torchmate USA
C. MECHANICAL PROCESSING
1 Cutting and milling system AF-85-015
2 Universal milling machine FU-36x160
3 Eccentric press PAI-63 tf
4 Hydraulic press brake PD-250 tf
5 Hydraulic press brake PYE-250 tf
6 Drilling machine GR-616
Item Client Description Q’ty [mt] ]Year
CNTEE TRANSELECTRICA SA
ELECTRICA SA
110 Kv-400 kV O.H.T.L.
Steel towers950 2000
NEPCO – JORDAN500 kV O.H.T.L.
Steel towers2450 2000
NEPCO – JORDAN132 kV O.H.T.L.
Steel towers2000 2000
NEPCO – JORDAN132 kV O.H.T.L.
Steel towers2200 2001
CNTEE TRANSELECTRICA SA
SC ELECTRICA SA
110 kV-400 kV O.H.T.L.
Steel towers1250 2001
KHUZESTAN WATER POWER AUTHORITY –400 kV O.H.T.L
Steel towers1350 2001
CARAZ – HUARAZ 66 kV Steel towers 215 2001
ORANGE, CONNEX RomaniaTelecomunication steel
towers560 2001
CNTEE TRANSELECTRICA SA
SC ELECTRICA SA
110Kv -400 kV O.H.T.L.
Steel towers1200 2002
NMTC – KuwaitTelecomunication towers
H = 40m and 60 m550 2002
COSMOROM RomaniaTelecomunication steel
towers1386 2002
ELECTRICITY SUPPLY BOARD IRELAND38 kV O.H.T.L.
Steel towers600 2003
CNTEE TRANSELECTRICA SA
SC ELECTRICA SA
110 kV-400 kV O.H.T.L.
Steel towers2340 2003
CHROME CONSORTIUM ENERGY330 kV O.H.T.L.
Steel towers135 2003
ELECTRICITY SUPPLY BOARD IRELAND400. kV O.H.T.L.
401. Steel towers165 2003
NMTC – KuwaitTelecomunication towers
H = 60 m525 2003
TRYLON RomaniaTelecomunication towers
H = 25 m145 2003
CHROME CONSORTIUM ENERGY330 kV O.H.T.L.
Steel towers332 2004
ELECTRICITY SUPPLY BOARD IRELAND38-110 kV O.H.T.L.
Steel towers1250 2004
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Item Client Description Q’ty [mt] ]Year
CNTEE TRANSELECTRICA SA
SC ELECTRICA SA
110-400 kv O.H.T.L.
Steel towers1700 2004
NMTC – KuwaitTelecomunication towers :
H = 83m, H=70 m1340 2004
ORANGE, CONNEX RomaniaTelecomunication steel
towers650 2004
ELECTRICITY SUPPLY BOARD IRELAND38/110 kv O.H.T.L
Steel towers1176 2005
CNTEE TRANSELECTRICA SA
SC ELECTRICA SA
110-400 kV O.H.T.L.
Steel towers1860 2005
DEXTRON LTD330 kV O.H.T.L.
Steel towers1300 2005
ELECTRICITY SUPPLY BOARD IRELAND38/110 kV OHTL
Steel towers1176 2005
CNTEE TRANSELECTRICA SA
SC ELECTRICA SA
110-400 kV OHTL
Steel towers1860 2005
DEXTRON LTD 330 kV OHTL Steel towers 1300 2005
ELECTROMONTAJ CARPATI SIBIUSteel structures for 400/220
kV substation80 2005
ENERGOMONTAJ IEASteel structures for 110 kV
substation125 2005
TELELINK RomaniaTelecomunication towers
H= 30 m650 2005
SC EGNATIA-ROM RomaniaTelecomunication towers
H50-6(9) m; 55-15 m500 2005-2006
SC EGNATIA-ROM RomaniaMetallic steel structures for
sites100 2005-2006
TELELINK RomaniaTelecomunication towers
H=50-6 m; 189 2006
SVF MANAGEMENT Romania Metallic tower H=60 m 20 2006
ISRAEL ELECTRICITY CORPORATION 161 Kv Steel towes 50 2006
ELECTRICITY SUPPLY BOARD IRELAND 38/110 kV OHTL Steel towers 350 2006
AHWAZ FANOOS 330 kV OHTL Steel towes 15 2006
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Item Client Description Q’ty [mt] ]Year
LENKER GMBHSteel structures for
substations32 2006
ELECTROMONTAJ CARPATI SIBIUSteel structures for
110/220/400 kV substations360 2006
ELECTRICITY SUPPLY BOARD IRELAND 38/110 kV OHTL Steel towers 150 2007
ABB POWER TECHNOLOGYSteel structures for 220 kV
substations410 2007
SC ELECTRICA SASteel structures for 110 kV
substations60 2007
SC ROMELECTRO SA400 kV OHTL Steel towers
Oradea-Nadab-Bekescsaba1400 2007
ELECTROMONTAJ CARPATI
SIBIU
Steel structures for
110/220/400 kV substations250 2007
SC EGNATIA-ROM RomaniaTelecomunication towers
H= 50-9 m; H=50-6 m;466 2007
TELELINK RomaniaTelecomunication towers
H=50-6 m70 2007
INTRAKAT RomaniaTelecomunication towers
H= 50-9 m; H=50-15 m;85 2007
SC EGNATIA-ROM Romania Steel structures for sites 80 2008
ELECTRICITY SUPPLY BOARD IRELAND Steel towers 38/110 kV OHTL 450 2008
ABB SWEDENSteel structures for 110/20 kV
substation Bulgary100 2008
SC ROMELECTRO SASteel structures for 110/220
kV substations150 2008
SC ROMELECTRO SA 110 Kv OHTL Steel towers 250 2008
SC VULCAN SASteel structures for oil
industry150 2008
BALFOUR BEATTY RAIL GMBh Steel structures for railway 180 2008
IMSAT GROUP SNEFGalvanising steel structures
for railway1056 2008
SEMI SPAIN Steel structures for railway 250 2008
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Item Client Description Q’ty [mt] ]Year
ENERGOMONTAJ IEASteel structures for substation
400/110 kV80 2009
GENERAL ELECTRIC 110 Kv OHTL Steel towers 90 2009
ELECTRICITY AUTHORITY OF CYPRUSGalvanised materials for low
and medium voltage370 2009
ICCO 110 Kv OHTL Steel towers 30 2009
OMV PETROM 400 Kv OHTL Steel towers 250 2009
PRELCHIM RM VALCEA 110 Kv OHTL Steel towers 100 2009
PROMPSERVIT 110 Kv OHTL Steel towers 90 2009
ELECTROMONTAJ CARPATI SIBIUSteel structures for substation
220/110 kV60 2009
SEMI SPAIN Steel structures for railway 50 2009
SC EGNATIA-ROM RomaniaMeteo tower H = 82m,
H=102m99 2009
TELELINK RomaniaTelecomunication towers
ESQ8.6 2009
ORION SloboziaTelecomunication towers
CT1501C88 2009
ORION SloboziaTelecomunication towers
CT1501C33 2010
EMON ELECTRIC CAMPINA 400 kV OHTL Steel towers 140 2010
SEMI SPAIN Steel structures for railway 150 2010
BLACK SEA POWER DUBAI EAU132 kV steel structures and
clamps for substation15 2010
ELECTRICITY AUTHORITY OF CYPRUSSteel structures for Medium
Voltage lines30 2010
ELECTRIC TOTAL 110 kV OHTL steel towers 45 2010
ELEMO CONSTANTA 110 kV OHTL steel towers 100 2010
EMPOWER FINLAND 400 kV OHTL steel towers 30 2010
ELVANI PLOIESTI 110 kV OHTL steel towers 38 2010
INABENSA SPAIN 132 kV OHTL steel towers 50 2010
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Item Client Description Q’ty [mt] ]Year
ELECTRICITY SUPPLY BOARD IRELAND38 kV & 110 kV OHTL
steel towers221 2010
AWHAZ FANOOS IRAN 230/63 kV OHTL steel towers 31 2010
PROMATCOM DIVERS 110 kV OHTL steel towers 120 2010
ELECTROMONTAJ CARPATI SIBIU220/110 kV steel structures
for substation650 2010
ELECTROMONTAJ “CARPATI” SIBIU 400 kV OHTL steel towers 32 2010
UTI INSTALL Steel tower for GSM system 10 2010
ROMELECTRO SAMetallic structures for
termoplant850 2010
OMV PETROM SA 400 kV OHTL steel towers 127 2010
TIAB SA PLOIESTI 110 kV OHTL steel towers 21 2010
PRELCHIM RM VALCEA 110 kV OHTL Steel towers 75 2010
ENERGOTECH BUCHAREST Clamps and fittings 50 2010
IMSAT SNEF Steel structures for railway 250 2010
FORTAN B.V. Combined Gas Coolers 40 2010
ENERGOMONTAJ
SAEM
Slurry installation - Metallic
structure for thickeners130 2010
SC ROMELECTRO SAMetallic structure between
thickeners630 2010
ELCO110 kV steel structures for
substation20 2011
INABENSA SPAIN 220 kV steel towers 60 2011
PET COMMUNICATION 110 kV steel towers 120 2011
ENERGOTECH 110 kV Clamps and fittings 20 2011
ELECTROMONTAJ CARPATI SIBIU400/110 kV steel structures
for substation320 2012
ELECTROMONTAJ CARPATI SIBIU220/110 kV steel structures
for substation540 2012
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Item Client Description Q’ty [mt] ]Year
BACME 750 kV steel towers 16 2012
CELPI 110 kV steel towers 25 2012
CONS ELECTRIFICAREA INSTAL 110 kV steel towers 92 2012
EL MONT 110 kV steel towers 80.5 2012
ELECTRICA SERV- GALATI 110 kV steel towers 2.5 2012
ELECTRO_CONSTRUCT 20 kV & 35 kV steel towers 12 2012
Electroconstruct Sildac 110 kV steel towers 14.5 2012
ELECTROMONTAJ CARPATI SIBIU110 kV steel structures for
substation12 2012
ELECTROMONTAJ CARPATI SIBIU 220 kV steel towers 94 2012
ELECTROMONTAJ CARPATI SIBIU400/220/110 kV steel
structures for substation127.5 2012
ELEMO CONSTANTA 110 kV steel towers 160 2012
ELEMO CONSTANTA 400 kV steel towers 50 2012
ELEMO CONSTANTA 750 kV steel towers 2.5 2012
IMSAT Railway steel structures 8.5 2012
MONTAJ ELECTRIC110 kV steel structures for
substation57 2012
PET COMMUNICATIONS110 kV steel structures for
substation23 2012
PROMAT COM DIVERS SRL 110 kV steel towers 29 2012
ROMELECTROFlue gas desulphuration
installation unit 8.Absorber1870 2012-2013
SEKFAB AB Sweden110 kV Steel structures for
substations66 2012
CELPI - SIMSteel structures for towers
tested in CTTS66 2012
EEI RESITA 110 kV steel towers 26 2013
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Item Client Description Q’ty [mt] ]Year
ELCO-IASI 110 kV steel towers 20 2013
ELECTROMONTAJ CARPATI SIBIU 110 kV steel towers 14.5 2013
ELECTROMONTAJ CARPATI SIBIU220/110 kV steel structures
for substation122 2013
ELECTROMONTAJ ELM CLUJ 400 kV steel towers 380 2013
ELEMO CONSTANTA 110 kV steel towers 21 2013
EXIMPROD GALATI 110 kV steel towers 313 2013
IRLANDA138 kV steel structures for
substation2.5 2013
PET COMMUNICATIONS110 kV steel structures for
substation35 2013
PROMAT COM DIVERS SRL 110 kV steel towers 487 2013
ROMELECTROFlue gas desulphuration
installation unit 8. Suports86 2013
CELPI - SIMSteel structures for towers
tested in CTTS12 2013
SMART CONSTANTA 750 kV steel towers 11.5 2013
ELECTROMONTAJ CARPATI SIBIU220 kV Steel structures for
substations Barbosi146 2013
SEKFAB AB SWEDEN
110 kV Steel structures for
substations for EOn &
Siemens
148 2013
ALSTOM Transport Romania Steel structures for railway 30 2013
CONS ELECTRIFICARE 110 kV steel towers 38 2013
EEI Resita 110 kV steel towers 29 2013
ELCO Iasi110 kV Steel structures for
substations23 2013
DEXTRON NIGERIA330 kV D/C & Q/C towers
type OHTL1650 ongoing
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Steel towers for OHTL
SC CELPI SA
Tower Testing Station
Bucharest – ROMANIADrumul Bercenarului, nr. 1, sector 4, 041116, Bucuresti, ROMANIA;
T: +40 (21) 450.20.11; F: +40 (31) 816.54.40; E-mail: [email protected]; [email protected]
Web: http//www.celpi.ro
Celpi Towers Testing Station
Steel towers for OHTL
Celpi Towers Testing Station – general view
Steel towers for OHTLCTTS - technical characteristics -
The maximum size of tower foundation - foundation I- foundation II
21.5 x 25.0 m9.0 x 9.0 m
The maximum distance between peak of same horizontal cross arms
37 m
The maximum weight of tower 120 ton
Maximum load for one point 50 ton
Maximum compression force per leg 560 ton
Maximum uplift force per leg 500 ton
Transversal loads(20 loads )
Longitudinal loads(14 loads)
Vertical loads(12 loads )
3 x 50 ton 3 x 40 ton 3 x 25 ton
6 x 25 ton 6 x 20 ton 6 x 20 ton
4 x 20 ton 3x15 ton 3x15 ton
4x15 ton 2x10 ton
3x10 ton
Celpi Towers Testing Station
Location And FacilitiesCELPI Tower Testing Station (CTTS) is located in Bucharest-Romania, close to the
CELPI’s factory and head office.CTTS is capable to testing towers up to 750 kV Transmission LineThe testing facilities consists of two testing pads: one for towers having a base
width up to 25 meters and the other up to 15 meters.CTTS is part of CELPI SA who built towers and accessories, clamps and fittings for
major transmission lines in Romania .That testing station serve the objective of satisfying customers about design
parameters of tower by subjecting prototype tower to various test loads.The tests shall be performed in accordance with CEI IEC 60652:2002 “ Loading
tests on overhead line towers“.Testing Station CapacityA maximum of 45 loads can be simultaneously exerted.Vertical, longitudinal, transversal and wind loads are applied by steel ropes
pulled by electrical winches .The loads are applied to the prototype independently and are managed and
monitores from the Control Room.The load measurement apparatus consists of electronic compensated load-
cells connected to a PC base monitoring system located in the Control Room.The longitudinal loads exceeding 60 ton will be applied by pulling on the
resultant direction.The tower testing starts after application of 25 – 40 % of the loads (lay-out and
pre- tensioning of cables).According to CEI IEC 60652 the loads is applied in increments to 50 %; 75 %; 90
%; 95; 100 %, of the specified lods for 1 minute each step
Steel towers for OHTL
Celpi Towers Testing Station
Measurements and material checkThe calibration of the load-cells is performed before and after tests in the laboratory annexed to theTesting Station.Transversal and longitudinal displacements are measured at each load step, by means of stadias. Afterthe test is completed, a visual inspection is carried out to ascertain the status of the various members.Eight samples are cut from the members at Consultant/Client chois and prepared and tested tomeasure yield and tensile strenth and elongation.Test SpecificationThe Client prepare and transmit to CTTS, at an agreed time prior to the delivery of the tower, thefollowing appropiate information:●workshop and/or erection drawings of the tower● The mass of each section of the tower● Requirements for the tower assembly of disassembly, including if necessary details for lifting thetower from the horizontal● Bolt tightening requirements● The tensions for any guys● Nominal force to be applied during slip-joining of sections and/or slip-joint length and theirrespective tolerances● Foundation setting tolerances and verticaly tolerances of the tower● The exact position of the load application points for each loading case● The design loads to be applied on the tower for eachloading case● The location of the deflection measuring points for each loading case● If the tower is to be realigned between individual tets● Calibration records●Deflection measurements● Photographs, video film (if required by the client)● Local meteorological data during the test● The engineering properties of component samples taken from the tower
Steel towers for OHTL
Celpi Towers Testing Station
Test ReportThe test report include the following data:● indication of the applicable standard for testing towers (IEC 60652)● designation, type and description of the tower●Name of the tower manufacturer, designer, client●Dates and location of testing●Names of the persons present during the tests● List of workshop and/or erection drawings of the test tower, including any modifications●Rigging drawing used to apply the test loads●Methods and measurements of the joint assembly●Brief description of the test facility● Loads required at the varoius points on the tower and at each load level●Holding period for the final level● Calibration records●Deflection measurements● Photographs, video film (if required by the client)● Local meteorological data during the test● The engineering properties of component samples taken from the tower
CT
TS
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No. Tower type Client Weight(mt) Testing date Year
1 2S+6 Abu Dhabi Water and Electricity Authority 12,50 14.06.2001 2001
2 2BAT+6Abu Dhabi Water and Electricity Authority
19,50 31.07.2001 2001
3 4S+9Abu Dhabi Water and Electricity Authority
22,70 27.09.2001 2001
4 4BAT+6Abu Dhabi Water and Electricity Authority
35,35 15.01.2002 2002
5 4BAT DE(A)+6Abu Dhabi Water and Electricity Authority
26,09 20.03.2002 2002
6 54C Electricity Supply Board Ireland 1,50 02.04.2003 2003
7 408 Electricity Supply Board Ireland 40,00 25.02.2003 2003
8 54D Electricity Supply Board Ireland 1,50 16.08.2003 2003
9 139 Electricity Supply Board Ireland 12,00 30.09.2003 2003
10 101C Electricity Supply Board Ireland 1,50 10.06.2003 2003
11 130DE Electricity Supply Board Ireland 6,50 16.10.2003 2003
12 63C Electricity Supply Board Ireland 3,60 14.05.2004 2004
13 102C Electricity Supply Board Ireland 2,70 18.05.2004 2004
14 136DE Electricity Supply Board Ireland 10,30 06.04.2004 2004
15 S+6Abu Dhabi Water and Electricity Authority
17,50 31.03.2005 2005
16 AT+6Abu Dhabi Water and Electricity Authority
23,12 28.04.2005 2005
17 BAT+6Abu Dhabi Water and Electricity Authority
25,24 17.05.2005 2005
18 BAT DE(T)+6Abu Dhabi Water and Electricity Authority
25,55 23.08.2005 2005
19 1DT6 – E6 BANGLADESH 21,66 02.10.2006 2006
20 QL+9m NEPCO 12,00 22.03.2006 2006
No. Tower type Client Weight(mt) Testing date Year
21 SS-3 IRAN 10,90 04.12.2006 2006
22 TMC2+6B ISRAEL 13,20 26.04.2006 2006
23 SnR 400150 – 5.3B TRANSELECTRICA 18,00 05.06.2006 2006
24 TMC2+6D ISRAEL 18,40 22.05.2006 2006
25Beam concrete
R1700TRANSELECTRICA 21.06.2006 2006
26 SnR 400250 – 5.3B ELECTROMONTAJ Romania 21,80 17.07.2006 2006
27 TMC2+6G ISRAEL 16,40 08.05.2006 2006
28 2T2+6 MITAS, TURKEY 15,00 19.10.2006 2006
29 2E2+6 MITAS, TURKEY 19,00 31.10.2006 2006
30 2S2+6 OZDIL, TURKEY 10,00 23.11.2006 2006
31 SM2-8000 TRANSELECTRICA Romania 1,80 12.05.2006 2006
32 2T2+6 OZDIL, TURKEY 15,66 24.01.2007 2007
33 2S2(H)+6 OZDIL, TURKEY 8,74 28.02.2007 2007
34 HEB 260 IMSAT 1,10 23.03.2007 2007
35 2E2+6 OZDIL, TURKEY 19,16 04.04.2007 2007
36 LS-03 FANOOS, IRAN 12,57 04.07.2007 2007
37 T1T2 SAG, BULGARIA 15,70 05.06.2007 2007
38 A SA-RA, TURKEY 4,60 22.05.2007 2007
39 DCB-2T MITAS, TURKEY 15,56 18.06.2007 2007
40 C SA-RA, TURKEY 10,50 07.05.2007 2007
CT
TS
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CTTS Reference List 2001-2013 (3/9)
No. Tower type Client Weight(mt) Testing date Year
41 DCD-2T MITAS, TURKEY 24,16 18.07.2007 2007
42 DCC-2T MITAS, TURKEY 20,06 27.08.2007 2007
43 2M2+6 OZDIL, TURKEY 13,92 09.01.2007 2007
44 AAH NIGERIA (DEXTRON) 24,30 31.10.2007 2007
45 2Hx30 EMPOWER, FINLAND 9,60 19.11.2007 2007
46 2LA DALEKOVOD, CROATIA 16,00 18.02.2008 2008
47 1MA DALEKOVOD, CROATIA 25,00 16.04.2008 2008
48 T-30 FANOOS, IRAN 20,00 06.02.2008 2008
49 CL-34 MITAS, TURKEY 7,00 06.11.2008 2008
50 Cylinder poles IMSAT 5,00 20.06.2008 2008
51 1LA DALEKOVOD, CROATIA 16,20 19.08.2008 2008
52 1HS DALEKOVOD, CROATIA 16,80 16.09.2008 2008
53 T-60 YASAN, IRAN 30,00 10.03.2008 2008
54 2H20 FINLAND 8,00 12.05.2008 2008
55 2HX32 EMPOWER, Finland 4,00 02.10.2009 2009
56 DCDP-2T MITAS, TURKEY 27,85 03.12.2009 2009
57 DCR-2T MITAS, TURKEY 32,00 27.03.2009 2009
58 DCAP-2T MITAS, TURKEY 9,30 04.11.2009 2009
59 DR MITAS, TURKEY 10,72 05.06.2009 2009
60 A/1U D1 ELECTROMONTAJ, Romania 5,45 05.08.2009 2009
CT
TS
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No. Tower type Client Weight(mt) Testing date Year
61 DA MITAS, TURKEY 14,00 21.05.2009 2009
62 1HX36 EMPOWER,Finland 6,00 24.09.2009 2009
63 AA+0 MITAS, TURKEY 3,87 11.12.2009 2009
64 DCCP-2T MITAS, TURKEY 22,30 19.11.2009 2009
65 A/3U D1 ELECTROMONTAJ, Romania 11,33 12.08.2009 2009
66 A+6 MITAS (Turkey)– NIGERIA 4,4 10.04.2010 2010
67 B+6 MITAS (Turkey)– NIGERIA 4,73 15.04.2010 2010
68 D+6 MITAS (Turkey)– NIGERIA 6,5 07.05.2010 2010
69 DDH CE 2000 (ITALY) - NIGERIA 50 29.05.2010 2010
70 H2N MITAS (TURKEY) 2,3 07.06.2010 2010
71 EEH CE 2000 (ITALY) - NIGERIA 60 20.06.2010 2010
72 ERS 10 AHWAZ FANOOS – IRAN 4,7 26.06.2010 2010
73 ERS 45 AHWAZ FANOOS – IRAN 1,85 27.06.2010 2010
74 S2 MITAS (TURKEY) - PERU 11,86 07.07.2010 2010
75 A35 MITAS (TURKEY) - PERU 14,69 15.07.2010 2010
76 4Y36 EMPOWER, FINLAND 26,88 29.07.2010 2010
77 1Hx27,5 ELTEL, FINLAND 6,7 09.08.2010 2010
78 2H ELTEL, FINLAND 6,32 16.08.2010 2010
79 DAL3P OZDIL (TURKEY) - IRAK 1,573 24.08.2010 2010
80 DBL3P OZDIL (TURKEY) - IRAK 2.8916 26.08.2010 2010
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No. Tower type Client Weight(mt) Testing date Year
81 DCL3P OZDIL (TURKEY) - IRAK 5,6799 27.08.2010 2010
82 DDL1P OZDIL (TURKEY) - IRAK 6,96 01.09.2010 2010
83 A70 MITAS (TURKEY) - PERU 16,137 06.09.2010 2010
84 N INABENSA (SPAIN) – SERBIA 8,7 11.09.2010 2010
85 UZ 30 INABENSA (SPAIN) – SERBIA 18,21 29.09.2010 2010
86 AA1 DEXTRON (ROMANIA)-NIGERIA 6.53 11.10.2010 2010
87 EE1/FF1 DEXTRON (ROMANIA)-NIGERIA 7.415 16.10.2010 2010
88 BB1 DEXTRON (ROMANIA)-NIGERIA 15.971 22.10.2010 2010
89 AA15 MITAS (TURKEY) – DOMINICAN REPUBLIC 24.7 04.11.2010 2010
90 D1+9 NEPCo (JORDAN) 10 13.11.2010 2010
91 D3+9 NEPCo (JORDAN) 12,35 22.11.2010 2010
92 DDL1P OZDIL (TURKEY) - IRAK 6,96 27.11.2010 2010
93 BM4S3 MOSHANIR (IRAN) 12.667 18.12.2010 2010
94 BM4T10 MOSHANIR (IRAN) 17.739 06.01.2011 2011
95 AA15 MITAS (TURKEY) – DOMINICAN REPUBLIC 27,03 16.01.2011 2011
96 DC-SINABENSA (SPAIN) – UNITED ARAB
EMIRATES22,169 09.02.2011 2011
97 DC-ATINABENSA (SPAIN) – UNITED ARAB
EMIRATES31,476 25.02.2011 2011
98 AS MITAS (TURKEY) - PERU 20,385 12.03.2011 2011
99 LSD-3P YASAN, IRAN 27 24.03.2011 2011
100 A TRECSA, GUATEMALA 12,658 03.04.2011 2011
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CTTS Reference List 2001-2013 (6/9)
No. Tower type Client Weight(mt) Testing date Year
101 AA TRECSA, GUATEMALA 13,088 09.04.2011 2011
102 B TRECSA, GUATEMALA 16,820 21.04.2011 2011
103 C TRECSA, GUATEMALA 19,117 30.04.2011 2011
104 AA TRECSA, GUATEMALA 14,143 09.05.2011 2011
105 A TRECSA, GUATEMALA 12,919 18.05.2011 2011
106 1T30 FINGRID 7,78 24.05.2011 2011
107 D TRECSA, GUATEMALA 26,777 08.06.2011 2011
108 D TRECSA, GUATEMALA 26,777 21.06.2011 2011
109 1Ax33 FINGRID 14 02.07.2011 2011
110 D3+9 NEPCo(Electromontaj) 11,791 11.07.2011 2011
111 S1+9 NEPCo(Electromontaj) 7,91 18.07.2011 2011
112 2xHEA300+2 IMSAT 3,565 20.07.2011 2011
113 DC BAT 60 INABENSA 36,738 23.08.2011 2011
114 S3+9 NEPCo(Electromontaj) 8,563 28.09.2011 2011
115 DC BAT 90 INABENSA 39,709 08.10.2011 2011
116 D TRECSA, GUATEMALA 26,447 07.11.2011 2011
117 1L MITAS (Fingrid) 7,89 10.11.2011 2011
118 1Ax33 FINGRID 14,54 19.11.2011 2011
119 4L MITAS (Fingrid) 16,59 26.11.2011 2011
120 MMSL2+9 I.E.C. 13,857 03.12.2011 2011
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CTTS Reference List 2001-2013 (7/9)
No. Tower type Client Weight(mt) Testing date Year
121 TML2+6T I.E.C. 22,649 12.12.2011 2011
122 TMH2+12G I.E.C. 16.538 20.12.2011 2011
123 BLT H.R.E.Co.(Iran) 15,556 17.01.2012 2012
124 SS+3 ELECTRICITY COMPANY OF GHANA (ECG.) 2,066 31.01.2012 2012
125 AC+3 ELECTRICITY COMPANY OF GHANA (ECG.) 2,398 09.02.2012 2012
126 DE ELECTRICITY COMPANY OF GHANA (ECG.) 2,695 17.02.2012 2012
127 BMS K.R.E.Co.(Iran) 9,096 24.02.2012 2012
128 2PA(testat 6 cazuri) SA-RA 23,518 23.03.2012 2012
129 14G24, SC TIM EUROSEI 03.04.2012 2012
130 2PA(retestat caz 6) SA-RA 24,959 12.04.2012 2012
131 2S2 MITAS 5,544 20.04.2012 2012
132 BBH DEXTRON 27,458 07.05.2012 2012
133 2PB SA-RA 29,870 23.05.2012 2012
134 Pole Tower N 29M PETIT JEAN 8 09.06.2012 2012
135 2PD SA-RA 55,95 19.07.2012 2012
136 BT 60 B.P.M.I.C.(Iran) 9,475 03.08.2012 2012
138 1F FINGRID 5 20.08.2012 2012
139 2FG FINGRID 5,1 23.08.2012 2012
140 BT 30 B.P.M.I.C.(Iran) 10,684 04.09.2012 2012
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No. Tower type Client Weight(mt) Testing date Year
141 EEH DEXTRON 53,605 26.09.2012 2012
142 2DDLSU TRANSPOWER 29,816 31.10.2012 2012
143 Pole Tower UZ 60 PETIT JEAN 19,186 13.11.2012 2012
144 2PE SA-RA 68,561 30.01.2013 2013
145 2PF SA-RA 75,598 28.02.2013 2013
146 EEH (ultimele 4 cazuri) DEXTRON 54,531 18.03.2013 2013
147 D3+9 ELECTROMONTAJ 11,265 29.03.2013 2013
148 4D1+9 (2 cazuri) ELECTROMONTAJ 26,669 08.04.2013 2013
149 AA3 MITAS 16,427 22.04.2013 2013
150A16M, I16M, J16M,
P16MFUNTAM 2,680 21.05.2013 2013
151 4D1+9 (5 cazuri) ELECTROMONTAJ 26,669 01.06.2013 2013
152 2S2+6 SA-RA 12,080 22.06.2013 2013
153 2M2+6 SA-RA 13,670 17.07.2013 2013
154 2T2+6 SA-RA 17,717 12.08.2013 2013
155 CC1+9 DEXTRON 9,172 17.08.2013 2013
156 N+0 Av400 EGEM 19,447 18.09.2013 2013
157 Rv 150+2 EGEM 37,924 09.10.2013 2013
158 2E2+6 SA-RA 23,010 22.10.2013 2013
159 E18 ON 160 ELFEKO S.A. 2,575 26.10.2013 2013
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CTTS Reference List 2001-2013 (9/9) No. Tower type Client Weight(mt) Testing date Year
160 E 18 P ELFEKO S.A. 1,796 29.10.2013 2013
161 A+30 MITENG (MITAS) 41,624 28.11.2013 2013
iI
I1tI
ROMANIAMINISTERUL TRANSPORTURILOR $1 INFRASTRUCTURII
AUTORITATEAFEROVIARAROMANA- AFER
AUTORIZA TIE•de furnlzor feroviarSeria AF Nr.5486
in conformitate cu prevederile Hotararll Guvernului nr. 626/1998modlflcata ~i completata cu Hotararea Guvernului nr. 1561/2006 ~i in bazaraportului nr. 2072 din data de 28.06.2012 al comisiei de evaluare, se atesta capersoanajurldlca:
SCCELPISA
cu sediul in localitatea BUCURE$TI, Drumul Bercenarului, nr. 1, sector 4,inregistrata la Oficiul National al Registrului Comeftului sub nr. J40/290/1991,are dreptul sa furnizeze, in calitate de furnizor feroviar, urmatoarele categoriide produse ~i/sau servicii feroviare critice:
• Fabricare ~i montare constructil metalice ~i pafti componente alestructurllor metallce, confectli metallce, bulonate sau sudate;
• Lucrarl de acoperire ~i tratare a metalelor prin vopsire sau zincaretermlca:
• lncercarl de rezlstenta rnecanlcaa constructillor metalice,
in condltllle in care face dovada ca detlne un certificat de omologare tehnicaferoviara sau, dupa .caz, un agrement tehnic feroviar pentru fiecare produs~i/sau serviciu feroviar critic furnizat.
Prezentaautorlzatle este valabila pana la data de 27.06.2017, in condltltlevizarii sale anuale.
Obligatiile ~i drepturile posesorului autorlzatlel sunt specificate peverso.
Data eltberarll: 28.06.2012
ROMANIAMINISTERUL TRANSPORTURILOR
AUTORITATEAFEROVIARAROMANA- AFER
AUTORIZA TIE•Seria AL Nr. 321 I 2008 - R
LABORATORDEiNCERCARI MECANICE"STATIE DEiNCERCARI MECANICECELPI"
detlnut de catre persoana juridica:
SC CELPI SA
cu sediul in localitatea BUCURE$TI, Drumul Bercenarului, nr. 1, sector 4,inregistrata la Oficiul National al Registrului Comertului sub nr. J40/290/1991,
este autorizat pentru efectuarea categoriilor de lncercarl ~i verlficari, specificeproduselor feroviare mentlonate in anexa.
Prezenta autorlzatie este valablla pana la data de 31.03.2018,cu conditiavizarli sale periodice, la intervale de doi ani.
Data ellberarll: 09.03.2009
.....................,
Valabil pana laValabil Rana la3/: /1.~ '..~.t?!.4...
Valabil pana lawoiso~WQ.
WNs
DIRECTORGENERAL
DIRECTORGENERAL
Anexa la AutorizatiaSeria AL Nr. 321 /2008 - R
LlSTA iNCERCARILOR AUTORIZATE
STATIA DE iNCERCARI MECANICELAB'ORATOR iNCERCARI MECANICE
1. Incercarl mecanice structuri metalice:1.1 incercare la tractlune ~i compresiune.
2. Incercari mecanice uzuale:2.1 incercare la tractiune la temperatura ambianta;2.2 incercare la lndoire;2.3 incercare la incovoiere prin see pe epruvete Charpy;2.4 incercare la duritate Brinell;2.5 Incercarl mecanice pentru accesorii, cleme ~i armaturi
(incercare la tractiune);2.6 Incercari mecani~e pentru organe de asamblare (incercare
la tractiune),
DIRECTOR GENERALDinu DRAGAN
ROMANIAMINISTERUL TRANSPORTURILOR
AUTORITATEA FEROVIARA ROMANA - AFER
AGREMENT TEHNIC FEROVIARSeria AT nr.715/2013
in baza Raportului nr. 703 din data de 16.07.2013 al comisiei de evaluare seatesti ca serviciul feroviar critic:
PROTECIIA ANTICOROZIV A PRIN ZINCARE TERMICAA PRODUSELOR DIN OIEL PENTRU INSTALAIIILE DE ELECTRIFICARE
furnizat de catre persoana juridica:
S.C. CELPI S.A.
cu sediul in localitatea BUCURE~TI, Drumul BERCENARULUI, Nr. 1, Sector 4,inregistrata la Oficiul National al Registrului Comertulul cu nr. J40/290/1991,
iNDEPLlNE~TE CONDIIIILE PENTRU UTILIZAREiN DOMENIUL TRANSPORTULUI FEROVIAR
Descrierea serviciului feroviar critic, principalele performante §icaracteristici tehnice, conditille §i domeniul de utilizare sunt specificate in anexala prezentul agrement tehnic.
Serviciul feroviar critic se incadreaza in clasa de risc 1A.Prezentul agrement 'tehnlc este valabil pana la data de 15.07.2015 in
urmatoarele conditll: respectarea prevederilor din OMT nr. 290 I 2000 §i anexa laprezentul agrement tehnic.
Data ellberarl; 16.07.2013
DIRECTOR GENERAL
Florin Dan ROPOT
Valabilitatea prezentului agrement tehnic se prelungeste pana la data de .in urmatoarele conditii:
Data:DIRECTOR GENERAL
1, Bercenarului Road , county 4, 041116, Bucharest, ROMANIA; Phone: +40 (21) 450.20.11; Fax: +40 (31) 816.54.40E-mail: [email protected]; [email protected]; Web: http://www.celpi.ro
Lucrari de referinta Parteners and Suppliers
c e l p iT R A D E M A R K
MANAGEMENT team
GHEORGHE UTUREANU GENERAL MANAGER +40 (0728) 777.910 [email protected]
VALENTIN POPA COMMERCIAL MANAGER +40 (0731) 808.200 [email protected]
VASILICA FILIP FINANCIAL MANAGER +40 (0728) 777.912 [email protected]
CONSTANTIN IONESCU QUALITY MANAGER +40 (0728) 777.921 [email protected]
1 1953 - 2013
SC CELPI SA
1, Drumul Bercenarului, county 4041116, Bucharest, ROMANIA
VAT RO 382482Romanian Trade Registration J40/1990/291
T: +40 (021) 450.2011
F: +40 (031) 816.5440
E: [email protected], [email protected]
W: http//www.celpi.ro
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`Thank you for attention!
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