S.C. CELPI S.A. member of Romelectro group

Transcription

1 S.C. CELPI S.A. member of Romelectro group BUCHAREST ROMANIA Company Profile 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 years of activity , Bercenarului Road, , county 4, Bucharest, ROMANIA Register of Commerce: J40/290/1991, VAT: RO T : +40 (21) , F: +40 (31) c e l p i celpisa@gmail.com;office@celpi.ro

2 CELPI member of Romelectro group Company Profile years

3 Business Areas Power transmission and distribution Civil and industrial works Telecommunication Railway installations Other industrial fields

4 OHTL STEEL TOWERS up to 750 Kv CLAMPS AND FITTINGS OHTL & substations Design SUBSTATION STRUCTURES up to 750 kv Detailing STEEL STRUCTURES FOR RAILWAY Manufacturing HOT DIP GALVANISING Prototyping ENGINEERING Supply TOWER TESTING scale 1:1 STEEL STRUCTURES FOR TELECOMMUNICATIONS STEEL STRUCTURES FOR CIVIL & INDUSTRIAL WORKS

5 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 improvement Respect and trust for all employees Honesty ethical and moral behavior Practice environmentally responsible behavior.

6 CERTIFICATIONS ISO and EN

7 CERTIFICATIONS ISO and EN

8 CERTIFICATIONS ISO and EN

9 CERTIFICATIONS ISO and EN

10 CERTIFICATIONS ISO and EN

11 CERTIFICATIONS ISO and EN

12 Steel towers for OHTL Rating voltage (kv) 20, 33, 66, 110, 132, 220, 400, 750 Number of electrical circuits Structure type Geometrical configuration Functional type Joint manner Materials Fasteners Anticorrosive protection With a single circuit, with two or more circuits Beam with lattice Fir type, Y type, RODELTA type, spatial frame type, anchored portal type, guyed type Suspension, tension, terminal, crossing Bolted, welded, welded - bolted Angle profiles SR EN 10056:1,2; sheet SR EN 10029; SR EN 10063:1, 2, 3; steel SR EN S235, S275, S355, class JR, JO, J2 Bolts STI-03, DIN 7990, ISO 898, grade 5.6, 5.8, 6.6, 10.9, nuts, plate and Grower washers Hot Dip Galvanizing - SR EN ISO 1461 Painting Testing Mechanical testing for OHTL towers and further structures under natural conditions according CEI IEC " 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

13 Steel towers for OHTL

14 Steel towers for OHTL

15 Clamps and Fittings OHTL Catalog CELPI - Clamps and Fittings -

16 Clamps and Fittings OHTL

17 Galvanising and Packing Zinc Kettle Dimensions 11,0 x 1,4 x 1,6 [m] 9,0 x 1,4 x 1,6 [m]

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27 List of Equipments Item 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 2 FICEP Automatic CNC system for the processing of angles (punching, drilling, notching & shearing system) L100 L200 3 FICEP Automatic CNC system for the processing of plates ( punching & drilling system) 4 VERNET Automatic CNC system for the processing of plates ( punching & drilling system) 5 VOORTMAN CNC drilling and sawing system for the processing of Europrofiles HEA, HEB, HE, IPE, UPE, HEM, angles, pipes A NT A NT P 803 PN PG 116S V630/1000T 6 Angle grinder GWS Hydraulic Shearing machine # 16x2500 B. WELDING SYSTEMS 1 CNC Thermal cutting system OTC Electric welding equipments TWIN 3S 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 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

28 Equipments CNC cutting, punching and marking machine 20-34, from FICEP-Italy for processing of angles mm, holes max. Φ 32 mm (purchased in 2000) CNC cutting, punching and marking machine 16-34NT, from FICEP-Italy, for processing of angles 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 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

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30 Steel towers for OHTL SC CELPI SA Tower Testing Station Bucharest ROMANIA Drumul Bercenarului, nr. 1, sector 4, , Bucuresti, ROMANIA; T: +40 (21) ; F: +40 (31) ; Web: http//

31 Celpi Towers Testing Station

32 Celpi Towers Testing Station general view Steel towers for OHTL

33 CTTS - technical characteristics - Steel towers for OHTL The maximum size of tower foundation - foundation I - foundation II 21.5 x 25.0 m 9.0 x 9.0 m The maximum distance between peak of same horizontal cross arms The maximum weight of tower Maximum load for one point Maximum compression force per leg Maximum uplift force per leg 37 m 120 ton 50 ton 560 ton 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

34 Celpi Towers Testing Station Location And Facilities CELPI 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 Line The 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 Capacity A 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 loadcells 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 % of the loads (lay-out and pre- tensioning of cables). According to CEI IEC the loads is applied in increments to 50 %; 75 %; 90 %; 95; 100 %, of the specified lods for 1 minute each step

35 Celpi Towers Testing Station Steel towers for OHTL Measurements and material check The calibration of the load-cells is performed before and after tests in the laboratory annexed to the Testing Station. Transversal and longitudinal displacements are measured at each load step, by means of stadias. After the 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 to measure yield and tensile strenth and elongation. Test Specification The Client prepare and transmit to CTTS, at an agreed time prior to the delivery of the tower, the following 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 the tower 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 their respective 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

36 Celpi Towers Testing Station Steel towers for OHTL Test Report The 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

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38 Lucrari de referinta Parteners and Suppliers 1, Bercenarului Road, county 4, , Bucharest, ROMANIA; Phone: +40 (21) ; Fax: +40 (31) Web:

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40 MANAGEMENT team LASZLO DENES KABA GENERAL MANAGER +40 (0728) IULIAN LAZAR TECHNICAL MANAGER +40 (0728) VALENTIN POPA COMMERCIAL MANAGER +40 (0731) DANIELA IANCU FINANCIAL MANAGER +40 (0728) CONSTANTIN IONESCU QUALITY MANAGER +40 (0728) c e l p i T R A D E M A R K SC CELPI SA 1, Drumul Bercenarului, county , Bucharest, ROMANIA VAT RO Romanian Trade Registration J40/1990/291 T: +40 (021) F: +40 (031) E: celpisa@gmail.com, office@celpi.ro W: http//