s.c. celpi s.a. · angle profiles sr en 10056:1,2; sheet sr en 10029; sr en 10063:1, 2, 3; steel sr...

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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 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 c e l p i member of Romelectro group 1953 - 60 years of activity - 2013

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Page 1: S.C. CELPI S.A. · 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

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 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

c e l p i

member of Romelectro group

1953 - 60 years of activity - 2013

Page 2: S.C. CELPI S.A. · 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

CELPI member of Romelectro group

Company Profile

60 years

1953 2013

Page 3: S.C. CELPI S.A. · 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

Power transmission and distribution

Civil and industrial works

Telecommunication

Railway installations

Other industrial fields

Business Areas

Page 4: S.C. CELPI S.A. · 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

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

Page 5: S.C. CELPI S.A. · 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

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.

Page 6: S.C. CELPI S.A. · 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

CERTIFICATIONS ISO and EN

Page 7: S.C. CELPI S.A. · 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

CERTIFICATIONS ISO and EN

Page 8: S.C. CELPI S.A. · 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

CERTIFICATIONS ISO and EN

Page 9: S.C. CELPI S.A. · 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

CERTIFICATIONS ISO and EN

Page 10: S.C. CELPI S.A. · 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

CERTIFICATIONS ISO and EN

Page 11: S.C. CELPI S.A. · 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

CERTIFICATIONS ISO and EN

Page 12: S.C. CELPI S.A. · 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

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 configuration Fir 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 protection Hot 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

Page 13: S.C. CELPI S.A. · 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

Steel towers for OHTL

Page 14: S.C. CELPI S.A. · 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

Steel towers for OHTL

Page 15: S.C. CELPI S.A. · 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

Clamps and Fittings OHTL

Catalog CELPI - Clamps and Fittings - http://www.celpi.ro/images/Catalog_CELPI_CLEME_ARMATURI.pdf

Page 16: S.C. CELPI S.A. · 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

Clamps and Fittings OHTL

Page 17: S.C. CELPI S.A. · 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

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

Page 18: S.C. CELPI S.A. · 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
Page 19: S.C. CELPI S.A. · 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
Page 20: S.C. CELPI S.A. · 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
Page 21: S.C. CELPI S.A. · 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
Page 22: S.C. CELPI S.A. · 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
Page 23: S.C. CELPI S.A. · 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
Page 24: S.C. CELPI S.A. · 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
Page 25: S.C. CELPI S.A. · 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
Page 26: S.C. CELPI S.A. · 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
Page 27: S.C. CELPI S.A. · 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

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

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

Page 28: S.C. CELPI S.A. · 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

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)

Page 29: S.C. CELPI S.A. · 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
Page 30: S.C. CELPI S.A. · 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

Steel towers for OHTL

SC CELPI SA Tower Testing Station Bucharest – ROMANIA

Drumul 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

Page 31: S.C. CELPI S.A. · 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

Celpi Towers Testing Station

Page 32: S.C. CELPI S.A. · 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

Steel towers for OHTL

Celpi Towers Testing Station – general view

Page 33: S.C. CELPI S.A. · 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

Steel towers for OHTL CTTS - technical characteristics -

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

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

Page 34: S.C. CELPI S.A. · 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

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 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

Page 35: S.C. CELPI S.A. · 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

Steel towers for OHTL

Celpi Towers Testing Station

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

Page 36: S.C. CELPI S.A. · 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

Steel towers for OHTL

Celpi Towers Testing Station

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

Page 37: S.C. CELPI S.A. · 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
Page 38: S.C. CELPI S.A. · 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

1, Bercenarului Road , county 4, 041116, Bucharest, ROMANIA; Phone: +40 (21) 450.20.11; Fax: +40 (31) 816.54.40 E-mail: [email protected]; [email protected]; Web: http://www.celpi.ro

Lucrari de referinta Parteners and Suppliers

Page 40: S.C. CELPI S.A. · 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

c e l p i T R A D E M A R K

MANAGEMENT team

LASZLO DENES KABA GENERAL MANAGER +40 (0728) 777.914 [email protected]

IULIAN LAZAR TECHNICAL MANAGER +40 (0728) 777.928 [email protected]

VALENTIN POPA COMMERCIAL MANAGER +40 (0731) 808.200 [email protected]

DANIELA IANCU 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 4 041116, Bucharest, ROMANIA

VAT RO 382482 Romanian 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