Kontaktledning/Stålmaster, åk, spir, skjøtelasker og overgangsplater
Innhold
- 1 PURPOSE
- 2 SCOPE
- 3 FUNCTION
- 4 REQUIREMENTS
- 4.1 General requirements
- 4.2 Technical requirements
- 4.3 Requirements to documentation/tests
- 5 REFERENCES
- 6 APPENDIX
- 7 FULFILLMENT OF REQUIREMENTS STATED IN CLAUSE REQUIREMENTS
- 8 CHECKLIST
1 PURPOSE
The purpose of this document is to provide the necessary basis for the technical approval of steel masts, portals, spires, joints and adapter plates and an approval of the supplier (s). It shall be described objective requirements for the above products in order to achieve that supplier (s) can produce, control, and deliver in accordance with the Bane NOR (BN) requirements. Requirements given in this document shall (should) be followed when there is to be done a purchase of steel masts, portals, spires, joints, and adapter plates for overhead contact lines belonging to BN.
2 SCOPE
The specification applies to the production and delivery of spires, portals, joints lattice steel masts (type B and H), girder masts (type HEB and HEM) and adapter plates in steel.
- Spires to lattice B- and H-steel masts and girder masts (HEB and HEM)
- Portals type 12-2, 14-2 and 40 consisting of end-, intermediate frame and portal brackets
- Portal joints for portals type 12, 14 and 40
- Lattice steel masts type B2 – B6 for both cast in situ and precast concrete foundations
- Lattice steel masts type H3, H5 and H6 for both cast in situ and precast concrete foundations
- Girder steel masts (type HE200B, HE220B, HE240B, HE260B, HE280B and HE260M) for both cast in situ and precast concrete foundations
- Adapter plate to lattice B- and H- steel masts
In addition to the current approved steel masts there are in appendix listed drawings of phased out lattice steel masts for overhead contact lines. These masts can be requested in case of special needs.
3 FUNCTION
Masts for overhead contact lines are used to support portals, cantilevers and remaining constructions, either as pairs or as detached masts on open line and railway stations. Today we have two types of masts to choose from. Lattice masts which come in two designs B-masts and H-masts. The H-mast is often used as anchoring mast and B-masts can be used as pendulum mast in portals. Both types of masts are also used as pair or as detached masts. Girder masts (HEB and HEM) has the same function as lattice masts.
Spires are used to extend the length of the masts.
Portals are used to support overhead contact lines and cantilevers on multiple parallel tracks. The portals are compound of standardized parts which render possible portal lengths from 11.0 m to 43.0 m. End frames and intermediate frames are constructed in such a way that the portal gets the desired length. The portals upper boom is always stressed with a compressive force and the lower boom takes the tensile force. The portals frames are attached by the means of joint plates
Adapter plates are used to adjust a mast towards different foundations/foundation bolts.
3.1 Interface
Relevant components have an interface to the following components:
|
towards foundation, bracket, crossbrace and adapter plates |
|
towards pendent mast and bracket |
|
towards mast and bracket |
|
towards mast and foundation/foundation bolt |
4 REQUIREMENTS
In this chapter are the requirements to the relevant components defined in three main sections:
- General requirements
- Technical requirements
- Requirements to documentation/tests
If some general and technical requirements or requirements for documentation and testing is increasing the costs compared with the tenders evaluation/assessment of the requirements utility, we request special response on this in accordance with the tender documentation.
4.1 General requirements
- a) If the tender finds deviation between this document and drawings BN shall be informed of this deviation in writing. In advance of production takes place such points shall be cleared with BN.
- b) Requirements specified on drawings together with requirements in documents which are referred on drawings shall have precedent to this document.
4.2 Technical requirements
Materials used shall fulfil the requirements stated on drawings, see appendix.
4.2.1 Materials
Steel shall fulfil the additional requirements stated here:
- a) Carbon equivalent (CEV) shall encounter requirements in table 4 in [EN 10025]
- b) The steel shall be fully sealed
- c) The material shall be suited for hot dip galvanizing
4.2.2 Lifespan
- a) The components shall be manufactured to satisfy a lifespan of at least 50 years.
- b) The components shall be manufactured in a manner that makes it possible to maintain and adjust without reducing the lifespan.
- c) If the design, construction or chose of material defined in the attached drawings do not satisfy the requirements to lifespan, the tender shall state this and make suggestions to changes in accordance with the tender. If there are need for additional protection against corrosion to satisfy the stated lifespan, this shall be stated and priced in accordance with the tender.
4.2.3 Surface treatment
4.2.3.1 Hot dip galvanizing
- a) Components of steel shall in accordance with the drawings be hot dip galvanized in accordance with [NS-EN ISO 1461]. The zinc added to the bath shall have a purity of at least 98 % zinc.
- b) Zinc dripping shall be removed in a way such as no personal injury will arise.
4.2.3.2 Powder varnishing
If it is a demand for powder varnishing masts and the other components stated in this specification, after the hot dip galvanizing, this shall be done in accordance with the standard [NS-EN 13438]. The powder varnishing shall have a thickness of minimum 60 – 100 μm.
4.2.3.3 Colour
The colour on masts, portals, spires, pendent masts, portal brackets and adapter plates shall normally be as the zinc coating (matt grey). If there are to be used colour (powder varnishing) this comes in addition to ordinary hot dip galvanizing. The colour codes that can be allowed used on the powder varnishing is matte olive green.
- For the masts and spires the colour code that can be used is RAL 6008 (NCS 9005 G20Y).
- For portals and portal brackets the colour code that can be used is RAL 6003 (NCS 7005 G20Y).
Other colours shall be approved by BN Technical department.
4.2.4 Tolerances
Allowed bias, the tolerance of every component shall be inside the border given in the specific components corresponding drawing.
4.2.5 Labelling
Components shall be labelled with the following information, date of production, the manufacturers company name and if any catalogue number, easily visible and of a quality such as the labelling do not disappear or weakens the construction.
4.2.6 Welding
- a) Welding shall be performed according to the standard [NS 470] class B
- b) Procedure shall be qualified according to the standard [NS EN ISO 15614-1]
- c) Welders shall be certified accordingly the standard [NS-EN 287-1:2011]
4.2.7 Earthing
If the masts, spires, portal brackets and portals are to be powder varnished the earthing points should be masked to ensure that good electric contact with the steel constructions can be obtained.
4.2.8 Requirements to performance of masts and portals
Masts:
- a) Welding shall be smooth/even and sealed
- b) Cinders and possibly splatters must be removed before hot dip galvanizing
- c) Holes must be carried out with absolute accuracy
- d) Channel- and angle iron in the masts are not allowed to be extended. For masts longer than 12.0 m there is allowed one seam weld in the height of 12.0 m.
- e) Girder masts (HEB and HEM) are not allowed to be extended
- f) Nicking in/by welds must not occur
- g) The welds are to be grind off outside. For the H-masts the masts outside shall be grind off plane form 4.5 m and upwards
- h) Grading that appears when cutting, drilling, pressing or by hot dip galvanizing must be removed
- i) The flanges of the mast shall not have a deflection greater than ±5 mm according to an imaginative line from the top to the bottom of the mast (centre top – centre bottom)
Legend to clause i): The intention of the requirement is that the centre top and centre bottom of the mast should not have a skew greater than ±5 mm. This means that the centre top and centre bottom of the mast when mounted vertically should have the same position, but it can be accepted a difference between centre top and centre bottom of ±5 mm.
Portals:
- a) Welding shall be smooth/even and sealed
- b) Cinders and possibly splatters must be removed before hot dip galvanizing
- c) Holes in the frames and the joints must be carried out with absolute accuracy. (see tolerances given on the drawings) Pressing of holes are not allowed in the portals and their joints.
- d) Angle irons in the portals must not be seam welded
- e) Nicking in/by welds must not occur
- f) The welds are to be grind off outside
- g) Grading that appears when cutting, drilling or by hot dip galvanizing must be removed
For more information we refer to the attached drawings.
4.2.9 Special tools
Not applicable
4.2.10 Storage and transport
The manufacturer shall make sure that there will not occur damages on the components during handling and transport at own area or during delivery of products. Transport damages are often common on portals or girder- and lattice masts due to handling seems to be simple. The constructions are so slender that they require a carefully handling to keep their strength. When lifting masts and portals there shall not be used chains or bare wires.
4.2.11 Recycling and destruction of components
- a) The manufacturer shall in the tender specify if there is in the materials/substances that can cause environmental damage in the products, and if so, how this shall be handled both during use and by disposal
- b) The manufacturer shall control the raw material/product against radioactive particles and radiation. The amount of radioactivity and cadmium shall be within the allowed tolerances accordingly national and international standards and legislation.
- c) The constructions fire behaviour shall be stated. (self-extinguishing, characteristic property of produce smoke, possibly toxic smoke)
4.3 Requirements to documentation/tests
4.3.1 Documentation
BN owns all rights to the drawings stated in the appendix.
- a) The documentation shall be kept and archived by the manufacturer in a systematic way such as traceability between components and corresponding documentation is ensured.
- b) The manufacturer shall keep documents in a suitable place in ten years. Documentation shall be available to BN at enquiry.
- c) Documents that shall be used in connection with BN's execution of work shall be in Norwegian, beyond that English can be accepted.
4.3.2 Documentation on materials
- a) The manufacturer shall be able to document that the materials fulfil all the requirements stated in the drawings. i.e., copies of certificates of starting materials.
- b) Certificates shall contain information on:
- - Manufacturer
- - Chemical composition
- - Result of tests
- - Heat treatment
4.3.3 Quality plan
- a) The manufacturer shall in accordance with production of components prepare
- - A quality plan who describes the main activities in accordance with the production included the manufacturers suggestion of tests. The quality plan shall give references to relevant specifications and standards.
4.3.4 Tests/controls
- a) The manufacturer should prepare suggestions to test procedures and scope of controls to be delivered together with the tender. Frequency of controls and scope of tests/controls shall be in compliance with [NS-EN ISO 1461]
4.3.4.1 Minimum requirements to tests and controls
- a) 100 % of the welding points shall be visually controlled
- b) Minimum 2 % of the welding points shall be tested with magnetic powder/spray or other equal relevant test methods
- c) There shall be performed a VZ μ - thickness control on masts, pendant masts, portals, spires, and adapter plates on at least five different places on every component
- d) Final inspection protocol shall be written for at least 80 % of delivered production before shipment from factory
4.3.4.2 Distribution of test procedures
- a) The test procedures shall be divided in three levels:
- - Type tests (shall be executed before delivery starts)
- - Random test
- - Routine test
Template for final inspection test shall be prepared by the manufacturer and be sent to BN for approval before production starts.
4.3.5 Documents
4.3.5.1 The following documents shall be stored at the manufacturer and be delivered on request from BN
- a) Random based tests protocols
- b) Traceability protocols
- c) Certificates of materials
4.3.5.2 The following documents shall be included in the tender
- a) Copy of the manufacturers quality manual and quality plan
- b) Copy of samples on certificates of materials
- c) Copy of samples on certificates of type tests
- d) Copy of procedures for routine test-/final inspection protocol
- e) Suggestion to maintenance instruction of steel constructions. The instruction shall be in Norwegian, otherwise English can be accepted.
- f) Copy of the check list in checklist in filled in state
- g) Copy of suggestion for final inspection protocol/form
- h) Copy of other documents that are required in the specification
NB! If there are other relevant tests, standards or instructions etc. which are used and that are not mentioned in this specification, this shall be pointed out by the manufacturer.
4.3.5.3 The following documentation shall follow each delivery
Routine test-/final inspection protocol (final inspection form)
5 REFERENCES
| Standards/norms | Description |
|---|---|
| [NS 470] | Welded steel structures, Rules for design and fabrication |
| [NS-EN ISO 1461] | Hot dip galvanized coatings on fabricated iron and steel articles, Specifications and test methods (ISO 1461:1999) |
| [NS-EN 10204] | Metallic products - Types of inspection documents |
| [NS-EN 10025] | Hot rolled products of structural steel |
| [NS-EN ISO 15614-1] | Specification and qualification of welding procedures for metallic materials - Welding procedure test - Part 1: Arc and gas welding of steel and arc welding of nickel and nickel alloys |
| [NS-EN 2874-1:2011] | Qualification test of welders. Fusion welding. Part1, Steels |
| [NS-EN 13438] | Paints and varnishes. Powder organic coatings for galvanized or sherardized steel products for construction purposes |
References is also made to the standards that are referenced in the attached drawings.
6 APPENDIX
6.1 Approved drawings
| No. | Drawing number | Descripton |
|---|---|---|
| 01 | EH-703331-000 | Forlengelse av H1 – H5 master. Spir 2 m |
| 02 | EH-703335-000 | Forlengelse av B1 – B6 master. Spir 2 m |
| 03 | EH-705192-000 | Festejern for hengemast |
| 04 | EH-705193-000 | Hengemast for utligger i åk |
| 05 | EH-707095-000 | Konsoll for åk, type 12 og 14 |
| 06 | EH-023824-000 | Åk type 12-2. Åk- lengde 11 – 33 m |
| 07 | EH-023826-000 | Åk type 12-2. Enderamme med vertikale endestag (V) |
| 08 | EH-023825-000 | Åk type 12-2. Enderamme med horisontale endestag (H) |
| 09 | EH-023827-000 | Åk type 12-2. Mellomramme |
| 10 | EH-024534-000 | Åk type 14-2. Åk- lengde 28 - 43 m |
| 11 | EH-024536-000 | Åk type 14-2. Enderamme med vertikale endestag (V) |
| 12 | EH-024535-000 | Åk type 14-2. Enderamme med horisontale endestag (H) |
| 13 | EH-024537-000, EH-024538-000 og EH-024539-000 |
Åk type 14-2. Mellomramme |
| 14 | EH-024529-000, EH-024530-000, EH-024531-000 og EH-024532-000 |
Åk type 12-2, 14-2 og 40. Skjøtelask |
| 15 | EH-707495-000 | Festejern for utliggeråk, type 12 |
| 16 | EH-707508-000 | Avstivning av utliggeråk. Festejern på åkunge. Utliggeråk |
| 17 | EH-707509-000 | Avstivning av utliggeråk. Festejern på mast. Utliggeråk |
| 18 | EH-707538-000 | Rund hengemast for enkelutligger i tunnel |
| 19 | EH-800073-000 | Åk type 40. Enderamme (V) |
| 20 | EH-800074-000 | Åk type 40. Mellomramme |
| 21 | EH-800075-000 | Åk type 40. Enderamme (H) |
| 22 | EH-800076-000 | Åk type 40. Åk- lengde 10 - 16 m |
| 23 | EH-800077-000 | Kontaktledningsanlegg, åk type 40, festejern for hengemast i åk type 40 |
| 24 | EH-800079-000 | Kontaktledningsanlegg, åk type 40, konsoll for feste til mast |
| 25 | EH-800089-000 | Bjelkemast, type HEB med fotplate. For fundamenter med avstand R, fra senter fundamenttopp til senter bolt lik 210 mm. Høyde 6,0 – 13,0 m |
| 26 | EH-800092-000 | Kontaktledningsanlegg stålmast type B2 - B6 for montasje på fundament tegning EH-800091-000, EH-800150-000 og EH-800151-000 |
| 27 | EH-800093-000 | Kontaktledningsanlegg stålmast type H3 og H5 for montasje på fundament tegning EH-800091-000, EH-800150-000 og EH-800151-000 |
| 28 | EH-800094-000 | Kontaktledningsanlegg stålmast type H6 for montasje på fundament tegning EH-800091-000, EH-800150-000 og EH-800151-000 |
| 29 | EH-800099-000 | Spir for bjelkemast type HEB |
| 30 | EH-800106-000 | Kontaktledningsanlegg, konsoll for åk type 12 og 14 montert på bjelkemast HEB 200 - 280 |
| 31 | EH-800126-000 | Kontaktledningsanlegg overgangsplate mellom fundament med 8 bolter til bjelkemast med 4 bolter med radius r=210 tegning EH-800089-000 |
| 32 | EH-800187-000 | Kontaktledningsanlegg, hengemast HUP 200x100x5 for bru og tunnel, maksimal lengde 2000 mm |
| 33 | EH-800240-000 | Kontaktledningsanlegg, avspeningsåk system 35 og system 20 |
| 34 | EH-800241-000 | Kontaktledningsanlegg, festejern for avspenningsåk til bjelkemast |
| 35 | EH-800242-000 | Kontaktledningsanlegg, strever for bjelkemast HE220B |
| 36 | EH-800243-000 | Kontaktledningsanlegg, fotplate for strever tegning EH-800242-000 |
| 37 | EH-800244-000 | Kontaktledningsanlegg, konsoll for innfesting av strever tegning EH-800242-000 til bjelkemast HE220B |
| 38 | EH-800253-000 | Kontaktledningsanlegg, konsoll til innfesting av strever til H-mast |
| 39 | EH-800263-000 | Kontaktledningsanlegg, fotplate for bardun |
6.2 Phased out drawings
| No. | Drawing number | Descripton |
|---|---|---|
| 01 | EH-707445-000 | Åk type 12. Åk- lengde 11 – 33 m |
| 02 | EH-707446-000 | Åk type 12. Enderamme med vertikale endestag (V) |
| 03 | EH-707447-000 | Åk type 12. Enderamme med horisontale endestag (H) |
| 04 | EH-707448-000 | Åk type 12. Mellomramme |
| 05 | EH-707449-000 | Åk type 14. Åk- lengde 28 - 43 m |
| 06 | EH-707451-000 | Åk type 14. Enderamme med horisontale endestag (H) |
| 07 | EH-707452-000 | Åk type 14. Mellomramme |
| 08 | EH-707453-000 | Åk type 12, 14 og 40. Skjøtelask |
| 09 | EH-707489-003 | Kontaktledningsanlegg stålmast, B3 for plasstøpte fundamenter. L = 6,0 – 9,5 m |
| 10 | EH-707489-004 | Kontaktledningsanlegg stålmast, B4 for plasstøpte fundamenter. L = 6,0 – 9,0 m |
| 11 | EH-707489-005 | Kontaktledningsanlegg stålmast, B5 for plasstøpte fundamenter. L = 6,0 – 9,0 m |
| 12 | EH-707489-006 | Kontaktledningsanlegg stålmast, B6 for plasstøpte fundamenter. L = 6,0 – 9,5 m |
| 13 | EH-077489-007 | Kontaktledningsanlegg stålmast, B6 for plasstøpte fundamenter. L = 10,0 – 12,0 m |
| 14 | EH-707489-008 | Kontaktledningsanlegg stålmast, B6 for plasstøpte fundamenter. L = 12,5 – 13,0 m |
| 15 | EH-707490-001 | Kontaktledningsanlegg stålmast, H3 for plasstøpte fundamenter. L = 6,0 – 9,5 m |
| 16 | EH-707490-002 | Kontaktledningsanlegg stålmast, H3 for plasstøpte fundamenter. L = 10,0 – 12,0 m |
| 17 | EH-707490-003 | Kontaktledningsanlegg stålmast, H3 for plasstøpte fundamenter. L = 12,5 – 13,0 m |
| 18 | EH-707491-001 | Kontaktledningsanlegg stålmast, H5 for plasstøpte fundamenter. L = 6,0 – 8,5 m |
| 19 | EH-707491-002 | Kontaktledningsanlegg stålmast, H5 for plasstøpte fundamenter. L = 9,0 – 12,0 m |
| 20 | EH-707491-003 | Kontaktledningsanlegg stålmast, H5 for plasstøpte fundamenter. L = 12,5 – 13,0 m |
| 21 | EH-707492-001 | Kontaktledningsanlegg stålmast, B3 for borede fundamenter. L = 6,0 - 7,0 m |
| 22 | EH-707492-002 | Kontaktledningsanlegg stålmast, B3 for borede fundamenter. L = 7,5 – 8,5 m |
| 23 | EH-707492-003 | Kontaktledningsanlegg stålmast, B3 for borede fundamenter. L = 9,0 – 9,5 m |
| 24 | EH-707493-001 | Kontaktledningsanlegg stålmast, H3 for borede fundamenter. L = 6,0 - 7,0 m |
| 25 | EH-707493-002 | Kontaktledningsanlegg stålmast, H3 for borede fundamenter. L = 7,5 – 8,5 m |
| 26 | EH-707493-003 | Kontaktledningsanlegg stålmast, H3 for borede fundamenter. L = 9,0 – 9,5 m |
| 27 | EH-707493-004 | Kontaktledningsanlegg stålmast, H3 for borede fundamenter. L = 10,0 – 11,0 m |
| 28 | EH-707493-005 | Kontaktledningsanlegg stålmast, H3 for borede fundamenter. L = 11,5 – 12,0 m |
| 29 | EH-707493-006 | Kontaktledningsanlegg stålmast, H3 for borede fundamenter. L = 12,5 – 13,0 m |
| 30 | EH-707494-001 | Kontaktledningsanlegg stålmast for utliggeråk for plasstøpte fund. L = 7,0 – 8,5 m |
| 31 | EH-707494-002 | Kontaktledningsanlegg stålmast for utliggeråk for plasstøpte fund. L = 9,0 – 12,0 m |
| 32 | EH-707494-003 | Kontaktledningsanlegg stålmast for utliggeråk for plasstøpte fund. L = 12,5 – 13,0 m |
| 33 | EH-707500-001 | Kontaktledningsanlegg stålmast, H5 for borede fundamenter. L = 6,0 – 8,5 m |
| 34 | EH-707500-002 | Kontaktledningsanlegg stålmast, H5 for borede fundamenter. L = 9,0 – 12,0 m |
| 35 | EH-707500-003 | Kontaktledningsanlegg stålmast, H5 for borede fundamenter. L = 12,5 – 13,0 m |
| 36 | EH-707501-001 | Kontaktledningsanlegg stålmast for utliggeråk for borede fund. L = 7,0 – 8,5 m |
| 37 | EH-707501-002 | Kontaktledningsanlegg stålmast for utliggeråk for borede fund. L = 9,0 – 12,0 m |
| 38 | EH-707501-003 | Kontaktledningsanlegg stålmast for utliggeråk for borede fund. L = 12,5 – 13,0 m |
| 39 | EH-707504-001 | Kontaktledningsanlegg overgangsplate for B3-B6-master 6,0-9,5 m mellom borede/plasstøpte fundamenter |
| 40 | EH-707504-002 | Kontaktledningsanlegg overgangsplate for B6-master 10,0-13,0m mellom borede/plasstøpte fundamenter |
| 41 | EH-707505-001 | Kontaktledningsanlegg overgangsplate for H3-master 6,0-9,5 m mellom borede/plasstøpte fundamenter |
| 42 | EH-707505-002 | Kontaktledningsanlegg overgangsplate for H3-master 10,0-12,0 m mellom borede/plasstøpte fundamenter |
| 43 | EH-707505-003 | Kontaktledningsanlegg overgangsplate for H3-master 12,5-13,0m mellom borede/plasstøpte fundamenter |
| 44 | EH-707506-001 | Kontaktledningsanlegg overgangsplate for master utliggeråk og H5-master 6,0-8,5 m mellom borede/plasstøpte fundamenter |
| 45 | EH-707506-002 | Kontaktledningsanlegg overgangsplate for master for utliggeråk og H5-master 9,0-12,0 m mellom borede/plasstøpte fundamenter |
| 46 | EH-707506-003 | Kontaktledningsanlegg overgangsplate for master til utliggeråk og h5-master 12,5-13,0m mellom borede/plasstøpte fundamenter |
| 47 | EH-707510-001 | Kontaktledningsanlegg stålmast, type B6 for borede fundamenter L = 6,0 – 7,0 m |
| 48 | EH-707510-002 | Kontaktledningsanlegg stålmast, type B6 for borede fundamenter L = 7,5 – 8,5 m |
| 49 | EH-707510-003 | Kontaktledningsanlegg stålmast, type B6 for borede fundamenter L = 9,0 – 9,5 m |
| 50 | EH-707510-004 | Kontaktledningsanlegg stålmast, type B6 for borede fundamenter L = 10,0 – 12,0 m |
| 51 | EH-707510-005 | Kontaktledningsanlegg stålmast, type B6 for borede fundamenter L = 12,5 – 13,0 m |
7 FULFILLMENT OF REQUIREMENTS STATED IN CLAUSE REQUIREMENTS
The manufacturer are to fill in the following lists in accordance with the requirements stated in clause requirements and other comments.
7.1 Approved drawings (fulfillment form)
| No. | Article no. (Maximo) | F. no. | Description | Drawing number | Fulfilled | Comment | |
|---|---|---|---|---|---|---|---|
| YES | NO | ||||||
| Forlengelse av H1 – H5 master. Spir 2 m | EH-703331-000 | ||||||
| 01 | 107286 | 249.041.29 | Utf. I, for H1 – H5 mast | ||||
| Forlengelse av B1 – B6 master. Spir 2 m | EH-703335-000 | ||||||
| 02 | 105054 | 249.041.04 | Utf. I, for B1 – B2 mast | ||||
| 03 | 105075 | 249.041.06 | Utf. II, for B3 – B6 mast | ||||
| Festejern for hengemast | EH-705192-000 | ||||||
| 04 | 106405 | 249.035.94 | Utf. IV, åk type 12 og 14 | ||||
| Hengemast for utligger i åk | EH-705193-000 | ||||||
| 05 | 105279 | 249.213.74 | Utf. IV, for åk type 12 | ||||
| 06 | 103723 | 249.213.78 | Utf. VIII, for åk type 14 | ||||
| 07 | 106657 | 249.213.79 | Utf. IX, for åk type 14 | ||||
| Konsoll for åk, type 12 og 14 | EH-707095-000 | ||||||
| 08 | 104849 | 249.235.64 | Utf. I, for B1 - B2 mast | ||||
| 09 | 104441 | 249.235.65 | Utf. II, for B3 - B6 mast | ||||
| 10 | 103900 | 249.235.66 | Utf. III, for H1 - H5 mast | ||||
| Åk type 12-2, Åk- lengde 11-33 m | EH-023824-000 | ||||||
| 11 | 112269 | Type 12-2/9,5-10,5 | |||||
| 12 | 112270 | Type 12-2/10,5-11,5 | |||||
| 13 | 112271 | Type 12-2/11,5-12,5 | |||||
| 14 | 112272 | Type 12-2/12,5-13,5 | |||||
| 15 | 112273 | Type 12-2/13,5-14,5 | |||||
| 16 | 112274 | Type 12-2/14,5-15,5 | |||||
| 17 | 112275 | Type 12-2/15,5-16,5 | |||||
| 18 | 112276 | Type 12-2/16,5-17,5 | |||||
| 19 | 112277 | Type 12-2/17,5-18,5 | |||||
| 20 | 112278 | Type 12-2/18,5-19,5 | |||||
| 21 | 112279 | Type 12-2/19,5-20,5 | |||||
| 22 | 112280 | Type 12-2/20,5-21,5 | |||||
| 23 | 112281 | Type 12-2/21,5-22,5 | |||||
| 24 | 112282 | Type 12-2/22,5-23,5 | |||||
| 25 | 112283 | Type 12-2/23,5-24,5 | |||||
| 26 | 112284 | Type 12-2/24,5-25,5 | |||||
| 27 | 112285 | Type 12-2/25,5-26,5 | |||||
| 28 | 112286 | Type 12-2/26,5-27,5 | |||||
| 29 | 112287 | Type 12-2/27,5-28,5 | |||||
| 30 | 112288 | Type 12-2/289,5-29,5 | |||||
| 31 | 112289 | Type 12-2/29,5-30,5 | |||||
| 32 | 112290 | Type 12-2/30,5-31,5 | |||||
| 33 | 112291 | Type 12-2/31,5-32,5 | |||||
| Åk type 12-2. Enderamme med vertikale endestag (V) | EH-023826-000 | ||||||
| 34 | 112308 | L=4000, Utf. I | |||||
| 35 | 112309 | L=5000, Utf. II | |||||
| Åk type 12-2. Enderamme med horisontale endestag (H) | EH-023825-000 | ||||||
| 36 | 112310 | L=4000, Utf. I | |||||
| 37 | 112311 | L=5000, Utf. II | |||||
| Åk type 12-2. Mellomramme | EH-023827-000 | ||||||
| 38 | 112312 | L=3000, Utf. I | |||||
| 39 | 112313 | L=6000, Utf. II | |||||
| 40 | 112314 | L=9000, Utf. III | |||||
| Åk type 14-2. Åk-lengde 28-43 m | EH-707449-000 | ||||||
| 41 | 112292 | Type 14-2/26,5-27,5 | |||||
| 42 | 112293 | Type 14-2/27,5-28,5 | |||||
| 43 | 112294 | Type 14-2/28,5-29,5 | |||||
| 44 | 112295 | Type 14-2/29,5-30,5 | |||||
| 45 | 112296 | Type 14-2/30,5-31,5 | |||||
| 46 | 112297 | Type 14-2/31,5-32,5 | |||||
| 47 | 112298 | Type 14-2/32,5-33,5 | |||||
| 48 | 112299 | Type 14-2/33,5-34,5 | |||||
| 49 | 112300 | Type 14-2/34,5-35,5 | |||||
| 50 | 112301 | Type 14-2/35,5-36,5 | |||||
| 51 | 112302 | Type 14-2/36,5-37,5 | |||||
| 52 | 112303 | Type 14-2/37,5-38,5 | |||||
| 53 | 112304 | Type 14-2/38,5-39,5 | |||||
| 54 | 112305 | Type 14-2/39,5-40,5 | |||||
| 55 | 112306 | Type 14-2/40,5-41,5 | |||||
| 56 | 112307 | Type 14-2/41,5-42,5 | |||||
| Åk type 14-2. Enderamme med vertikale endestag (V) | EH-024536-000 | ||||||
| 57 | 112319 | L=5000, Utf. I | |||||
| Åk type 14-2. Enderamme med horisontale endestag (H) | EH-024535-000 | ||||||
| 58 | 112320 | L=5000, Utf. I | |||||
| Åk type 14-2. Mellomramme | |||||||
| 59 | 112321 | L=6000, Utf. I | EH-024537-000 | ||||
| 60 | 112322 | L=7000, Utf. II | EH-024538-000 | ||||
| 61 | 112329 | L=9000, Utf. III | EH-024539-000 | ||||
| Åk type 12-2, 14-2 og 40. Skjøtelask | |||||||
| 62 | 112315 | L=90, Utf. I | EH-023829-000 | ||||
| 63 | 112316 | L=97, Utf. II | EH-023830-000 | ||||
| 64 | 112318 | L=98, Utf. III | EH-023831-000 | ||||
| 65 | 112319 | L=99, Utf. IV | EH-023832-000 | ||||
| Festejern for utliggeråk, type 12 | EH-707495-000 | ||||||
| 66 | 106151 | 249.657.10 | Festejern for utliggeråk, komplett | ||||
| Avstivning av utliggeråk. Festejern på åkunge. Utliggeråk | EH-707508-000 | ||||||
| 67 | 105847 | 249.657.05 | Festejern på utliggeråk, komplett | ||||
| Avstivning av utliggeråk. Festejern på mast. Utliggeråk | EH-707509-000 | ||||||
| 68 | 105848 | 249.657.06 | Festejern på mast, komplett | ||||
| Rund hengemast for enkelutligger i tunnel | EH-707538-000 | ||||||
| 69 | Rund hengemast for tunnel, rund (stål) | ||||||
| Åk type 40 10-16 meter | |||||||
| 70 | 107631 | 249.215.81 | Enderamme (V), L=4000 | EH-800073-000 | |||
| 71 | 105491 | 249.215.80 | Enderamme (V), L=3000 | EH-800073-000 | |||
| 72 | 106211 | 249.215.83 | Enderamme (H), L=4000 | EH-800075-000 | |||
| 73 | 105428 | 249.215.82 | Enderamme (H), L=3000 | EH-800075-000 | |||
| 74 | 104726 | 249.215.91 | Mellomramme, L=4000 | EH-800074-000 | |||
| 75 | 107284 | 249.215.90 | Mellomramme, L=3000 | EH-800074-000 | |||
| Kontaktledningsanlegg, åk type 40, festejern for hengemast i åk type 40 | EH-800077-000 | ||||||
| 76 | 106124 | 249.035.95 | Festejern for hengemast i åk type 40 | ||||
| Kontaktledningsanlegg, Åk type 40, Konsoll for feste til mast | EH-800079-000 | ||||||
| 77 | 104791 | 249.235.70 | Utf. I, Konsoll for feste til B1 - B2 mast, Åk type 40 | ||||
| 78 | 104875 | 249.235.71 | Utf. II, Konsoll for feste til B3 - B6 mast, Åk type 40 | ||||
| 79 | 105340 | 249.235.72 | Utf. III, Konsoll for feste til H1 - H5 mast, Åk type 40 | ||||
| Bjelkemast, type HEB med fotplate. For fundamenter med avstand R, fra senter fundamenttopp til senter bolt lik 210 mm. Høyde 6,0 – 13,0 m | EH-800089-000 | ||||||
| 80 | 104833 | 249.018.01 | Utf. I, Bjelkemast HE200B lengde 6,0 m | ||||
| 81 | 106765 | 249.018.02 | Utf. II, Bjelkemast HE200B lengde 6,5 m | ||||
| 82 | 106715 | 249.018.03 | Utf. III, Bjelkemast HE200B lengde 7,0 m | ||||
| 83 | 105694 | 249.018.04 | Utf. IV, Bjelkemast HE200B lengde 7,5 m | ||||
| 84 | 104773 | 249.018.05 | Utf. V, Bjelkemast HE200B lengde 8,0 m | ||||
| 85 | 104913 | 249.018.06 | Utf. VI, Bjelkemast HE200B lengde 8,5 m | ||||
| 86 | 107697 | 249.018.07 | Utf. VII, Bjelkemast HE200B lengde 9,0 m | ||||
| 87 | 107204 | 249.018.08 | Utf. VIII, Bjelkemast HE200B lengde 9,5 m | ||||
| 88 | 104756 | 249.018.09 | Utf. IX, Bjelkemast HE220B lengde 6,0 m | ||||
| 89 | 106766 | 249.018.10 | Utf. X, Bjelkemast HE220B lengde 6,50 m | ||||
| 90 | 104334 | 249.018.11 | Utf. XI, Bjelkemast HE220B lengde 7,0 m | ||||
| 91 | 108108 | 249.018.12 | Utf. XII, Bjelkemast HE220B lengde 7,5 m | ||||
| 92 | 104830 | 249.018.13 | Utf. XIII, Bjelkemast HE220B lengde 8,0 m | ||||
| 93 | 104774 | 249.018.14 | Utf. XIV, Bjelkemast HE220B lengde 8,5 m | ||||
| 94 | 106229 | 249.018.15 | Utf. XV, Bjelkemast HE220B lengde 9,0 m | ||||
| 95 | 105264 | 249.018.16 | Utf. XVI, Bjelkemast HE220B lengde 9,5 m | ||||
| 96 | 107951 | 249.018.17 | Utf. XVII, Bjelkemast HE220B lengde 10,0 m | ||||
| 97 | 106821 | 249.018.18 | Utf. XVIII, Bjelkemast HE220B lengde 10,5 m | ||||
| 98 | 105466 | 249.018.19 | Utf. XIX, Bjelkemast HE220B lengde 11,0 m | ||||
| 99 | 107504 | 249.018.20 | Utf. XX, Bjelkemast HE240B lengde 6,0 m | ||||
| 100 | 104831 | 249.18.21 | Utf. XXI, Bjelkemast HE240B lengde 6,5 m | ||||
| 101 | 104775 | 249.018.22 | Utf. XXII, Bjelkemast HE240B lengde 7,0 m | ||||
| 102 | 105501 | 249.018.23 | Utf. XXIII, Bjelkemast HE240B lengde 7,5 m | ||||
| 103 | 105548 | 249.018.24 | Utf. XXIV, Bjelkemast HE240B lengde 8,0 m | ||||
| 104 | 104776 | 249.018.25 | Utf. XXV, Bjelkemast HE240B lengde 8,5 m | ||||
| 105 | 106767 | 249.018.26 | Utf. XXVI, Bjelkemast HE240B lengde 9,0 m | ||||
| 106 | 107505 | 249.018.27 | Utf. XXVII, Bjelkemast HE240B lengde 9,5 m | ||||
| 107 | 105695 | 249.018.28 | Utf. XXVIII, Bjelkemast HE240B lengde 10,0 m | ||||
| 108 | 106801 | 249.018.29 | Utf. XXIX, Bjelkemast HE240B lengde 10,5 m | ||||
| 109 | 104832 | 249.018.30 | Utf. XXX, Bjelkemast HE240B lengde 11,0 m | ||||
| 110 | 107006 | 249.018.31 | Utf. XXXI, Bjelkemast HE240B lengde 11,5 m | ||||
| 111 | 105890 | 249.018.32 | Utf. XXXII, Bjelkemast HE240B lengde 12,0 m | ||||
| 112 | 106802 | 249.018.33 | Utf. XXXIII, Bjelkemast HE260B lengde 6,0 m | ||||
| 113 | 107954 | 249.018.34 | Utf. XXXIV, Bjelkemast HE260B lengde 6,5 m | ||||
| 114 | 104757 | 249.018.35 | Utf. XXXV, Bjelkemast HE260B lengde 7,0 m | ||||
| 115 | 106822 | 249.018.36 | Utf. XXXVI, Bjelkemast HE260B lengde 7,5 m | ||||
| 116 | 108109 | 249.018.37 | Utf. XXXVII, Bjelkemast HE260B lengde 8,0 m | ||||
| 117 | 106768 | 249.018.38 | Utf. XXXVIII, Bjelkemast HE260B lengde 8,5 m | ||||
| 118 | 106803 | 249.018.39 | Utf. XXXIX, Bjelkemast HE260B lengde 9,0 m | ||||
| 119 | 106716 | 249.018.40 | Utf. XL, Bjelkemast HE260B lengde 9,5 m | ||||
| 120 | 105035 | 249.018.41 | Utf. XLI, Bjelkemast HE260B lengde 10,0 m | ||||
| 121 | 106769 | 249.018.42 | Utf. XLII, Bjelkemast HE260B lengde 10,5 m | ||||
| 122 | 104335 | 249.018.43 | Utf. XLIII, Bjelkemast HE260B lengde 11,0 m | ||||
| 123 | 107506 | 249.018.44 | Utf. XLIV, Bjelkemast HE260B lengde 11,5 m | ||||
| 124 | 106804 | 249.018.45 | Utf. XLV, Bjelkemast HE260B lengde 12,0 m | ||||
| 125 | 107505 | 249.018.46 | Utf. XLVI, Bjelkemast HE260B lengde 12,5 m | ||||
| 126 | 106717 | 249.018.47 | Utf. XLVII, Bjelkemast HE260B lengde 13,0 m | ||||
| 127 | 104833 | 249.018.48 | Utf. XLVIII, Bjelkemast HE280B lengde 6,0 m | ||||
| 128 | 107660 | 249.018.49 | Utf. XLIX, Bjelkemast HE280B lengde 6,5 m | ||||
| 129 | 104834 | 249.018.50 | Utf. L, Bjelkemast HE280B lengde 7,0 m | ||||
| 130 | 107698 | 249.018.51 | Utf. LI, Bjelkemast HE280B lengde 7,5 m | ||||
| 131 | 104854 | 249.018.52 | Utf. LII, Bjelkemast HE280B lengde 8,0 m | ||||
| 132 | 104777 | 249.018.53 | Utf. LIII, Bjelkemast HE280B lengde 8,5 m | ||||
| 133 | 105265 | 249.018.54 | Utf. LIV, Bjelkemast HE280B lengde 9,0 m | ||||
| 134 | 105549 | 249.018.55 | Utf. LV, Bjelkemast HE280B lengde 9,5 m | ||||
| 135 | 103888 | 249.018.56 | Utf. LVI, Bjelkemast HE280B lengde 10,0 m | ||||
| 136 | 104856 | 249.018.57 | Utf. LVII, Bjelkemast HE280B lengde 10,5 m | ||||
| 137 | 104652 | 249.018.58 | Utf. LVIII, Bjelkemast HE280B lengde 11,0 m | ||||
| 138 | 105696 | 249.018.59 | Utf. LIX, Bjelkemast HE280B lengde 11,5 m | ||||
| 139 | 107621 | 249.018.60 | Utf. LX, Bjelkemast HE280B lengde 12,0 m | ||||
| 140 | 108085 | 249.018.61 | Utf. LXI, Bjelkemast HE280B lengde 12,5 m | ||||
| 141 | 105550 | 249.018.62 | Utf. LXII, Bjelkemast HE280B lengde 13,0 m | ||||
| Bjelkemast type HE260M for fundament med hullbilde 374 x 191 mm | EH-800086-000 | ||||||
| 142 | 106230 | 249.018.63 | Bjelkemast HE260M lengde 8,0 m | ||||
| 143 | 105467 | 249.018.64 | Bjelkemast HE260M lengde 8,5 m | ||||
| 144 | 105697 | 249.018.65 | Bjelkemast HE260M lengde 9,0 m | ||||
| 145 | 105468 | 249.018.66 | Bjelkemast HE260M lengde 9,5 m | ||||
| 146 | 104478 | 249.018.67 | Bjelkemast HE260M lengde 10,0 m | ||||
| 147 | 108110 | 249.018.68 | Bjelkemast HE260M lengde 10,5 m | ||||
| 148 | 105698 | 249.018.69 | Bjelkemast HE260M lengde 11,0 m | ||||
| 149 | 105680 | 249.018.70 | Bjelkemast HE260M lengde 11,5 m | ||||
| 150 | 104856 | 249.018.71 | Bjelkemast HE260M lengde 12,0 m | ||||
| 151 | 105681 | 249.018.72 | Bjelkemast HE260M lengde 12,5 m | ||||
| 152 | 106770 | 249.018.73 | Bjelkemast HE260M lengde 13,0 m | ||||
| Stålmast, B2-B6 | EH-800092-000 | ||||||
| 153 | 106384 | 249.021.05 | B2 L=7,5 m | ||||
| 154 | 105270 | 249.021.06 | B2 L=8,0 m | ||||
| 155 | 106776 | 249.021.25 | B3 L=7,5 m | ||||
| 156 | 105404 | 249.021.26 | B3 L=8,0 m | ||||
| 157 | 107208 | 249.021.27 | B3 L=8,5 m | ||||
| 158 | 106825 | 249.021.28 | B3 L=9,0 m | ||||
| 159 | 106309 | 249.021.29 | B3 L=9,5 m | ||||
| 160 | 108087 | 249.021.45 | B4 L=7,5 m | ||||
| 161 | 106310 | 249.021.46 | B4 L=8,0 m | ||||
| 162 | 107209 | 249.021.47 | B4 L=8,5 m | ||||
| 163 | 107014 | 249.021.48 | B4 L=9,0 m | ||||
| 164 | 105561 | 249.021.49 | B4 L=9,5 m | ||||
| 165 | 107015 | 249.021.50 | B4 L=10,0 m | ||||
| 166 | 107663 | 249.021.51 | B4 L=10,5 m | ||||
| 167 | 105562 | 249.021.52 | B4 L=11,0 m | ||||
| 168 | 249.021.53 | B4 L=11,5 m | |||||
| 169 | 105405 | 249.021.65 | B5 L=7,5 m | ||||
| 170 | 107210 | 249.021.66 | B5 L=8,0 m | ||||
| 171 | 106826 | 249.021.67 | B5 L=8,5 m | ||||
| 172 | 106385 | 249.021.68 | B5 L=9,0 m | ||||
| 173 | 107016 | 249.021.69 | B5 L=9,5 m | ||||
| 174 | 106809 | 249.021.70 | B5 L=10,0 m | ||||
| 175 | 106970 | 249.021.71 | B5 L=10,5 m | ||||
| 176 | 106777 | 249.021.72 | B5 L=11,0 m | ||||
| 177 | 105406 | 249.021.73 | B5 L=11,5 m | ||||
| 178 | 105271 | 249.021.74 | B5 L=12,0 m | ||||
| 179 | 106971 | 249.021.85 | B6 L=7,5 m | ||||
| 180 | 106778 | 249.021.86 | B6 L=8,0 m | ||||
| 181 | 105772 | 249.021.87 | B6 L=8,5 m | ||||
| 182 | 104837 | 249.021.88 | B6 L=9,0 m | ||||
| 183 | 106827 | 249.021.89 | B6 L=9,5 m | ||||
| 184 | 106972 | 249.021.90 | B6 L=10,0 m | ||||
| 185 | 106386 | 249.021.91 | B6 L=10,5 m | ||||
| 186 | 105673 | 249.021.92 | B6 L=11,0 m | ||||
| 187 | 105773 | 249.021.93 | B6 L=11,5 m | ||||
| 188 | 105700 | 249.021.94 | B6 L=12,0 m | ||||
| 189 | 106828 | 249.021.95 | B6 L=12,5 m | ||||
| 190 | 107712 | 249.021.96 | B6 L=13,0 m | ||||
| Stålmast, H3 og H5 | EH-800093-000 | ||||||
| 191 | 105038 | 249.019.25 | H3 L=7,0 m | ||||
| 192 | 107012 | 249.019.26 | H3 L=7,5 m | ||||
| 193 | 106723 | 249.019.27 | H3 L=8,0 m | ||||
| 194 | 107207 | 249.019.28 | H3 L=8,5 m | ||||
| 195 | 106383 | 249.019.29 | H3 L=9,0 m | ||||
| 196 | 105897 | 249.019.30 | H3 L=9,5 m | ||||
| 197 | 107511 | 249.019.31 | H3 L=10,0 m | ||||
| 198 | 105267 | 249.019.32 | H3 L=10,5 m | ||||
| 199 | 104914 | 249.019.33 | H3 L=11,0 m | ||||
| 200 | 105268 | 249.019.34 | H3 L=11,5 m | ||||
| 201 | 106501 | 249.019.35 | H3 L=12,0 m | ||||
| 202 | 105039 | 249.019.36 | H3 L=12,5 m | ||||
| 203 | 105769 | 249.019.37 | H3 L=13,0 m | ||||
| 204 | 105898 | 249.019.45 | H5 L=7,0 m | ||||
| 205 | 105553 | 249.019.46 | H5 L=7,5 m | ||||
| 206 | 106306 | 249.019.47 | H5 L=8,0 m | ||||
| 207 | 107622 | 249.019.48 | H5 L=8,5 m | ||||
| 208 | 107512 | 249.019.49 | H5 L=9,0 m | ||||
| 209 | 106773 | 249.019.50 | H5 L=9,5 m | ||||
| 210 | 107895 | 249.019.51 | H5 L=10,0 m | ||||
| 211 | 105671 | 249.019.52 | H5 L=10,5 m | ||||
| 212 | 105400 | 249.019.53 | H5 L=11,0 m | ||||
| 213 | 106502 | 249.019.54 | H5 L=11,5 m | ||||
| 214 | 104835 | 249.019.55 | H5 L=12,0 m | ||||
| 215 | 105269 | 249.019.56 | H5 L=12,5 m | ||||
| 216 | 107699 | 249.019.57 | H5 L=13,0 m | ||||
| Stålmast, type H6 | EH-800094-000 | ||||||
| 217 | 105554 | 249.019.65 | H6 L=7.0 m | ||||
| 218 | 106276 | 249.019.66 | H6 L=7.5 m | ||||
| 219 | 105040 | 249.019.67 | H6 L=8.0 m | ||||
| 220 | 107013 | 249.019.68 | H6 L=8.5 m | ||||
| 221 | 107896 | 249.019.69 | H6 L=9.0 m | ||||
| 222 | 107700 | 249.019.70 | H6 L=9.5 m | ||||
| 223 | 105770 | 249.019.71 | H6 L=10.0 m | ||||
| 224 | 106307 | 249.019.72 | H6 L=10.5 m | ||||
| 225 | 105771 | 249.019.73 | H6 L=11.0 m | ||||
| 226 | 107623 | 249.019.74 | H6 L=11.5 m | ||||
| 227 | 105899 | 249.019.75 | H6 L=12.0 m | ||||
| 228 | 106774 | 249.019.76 | H6 L=12.5 m | ||||
| 229 | 104836 | 249.019.77 | H6 L=13.0 m | ||||
| Spir for bjelkemast type HEB | EH-800099-000 | ||||||
| 230 | 105460 | 249.041.80 | HE200B, Spir lengde 2,0 m | ||||
| 231 | 104892 | 249.041.81 | HE220B, Spir lengde 2,0 m | ||||
| 232 | 106747 | 249.041.82 | HE240B, Spir lengde 2,0 m | ||||
| 233 | 107891 | 249.041.83 | HE260B, Spir lengde 2,0 m | ||||
| 234 | 106966 | 249.041.84 | HE280B, Spir lengde 2,0 m | ||||
| 235 | 110508 | 249.041.85 | HE260M, Spir lengde 0,5 m | ||||
| 236 | 110509 | 249.041.86 | HE260M, Spir lengde 2,0 m | ||||
| Kontaktledningsanlegg, konsoll for åk type 12 og 14 montert på bjelkemast HEB 200 - 280 | EH-800106-000 | ||||||
| 237 | 106116 | 249.235.90 | Åk konsoll for HE200B | ||||
| 238 | 107306 | 249.235.91 | Åk konsoll for HE220B | ||||
| 239 | 105538 | 249.235.92 | Åk konsoll for HE240B | ||||
| 240 | 107235 | 249.235.93 | Åk konsoll for HE260B | ||||
| 241 | 105253 | 249.235.94 | Åk konsoll for HE280B | ||||
| Kontaktledningsanlegg overgangsplate mellom fundament med 8 bolter til bjelkemast med 4 bolter med radius r=210 tegning EH-800089-000 | EH-800126-000 | ||||||
| 242 | 105503 | 249.020.25 | Overgangsplate fra 8 til 4 bolter for master | ||||
| Kontaktledningsanlegg, hengemast HUP 200x100x5 for bru og tunnel, maksimal lengde 2000 mm | EH-800187-000 | ||||||
| 243 | 104954 | 249.213.80 | Hengemast HUP 200x100x5 L=2000 | ||||
| Kontaktledningsanlegg, avspeningsåk system 35 og system 20 | EH-800240-000 | ||||||
| 244 | Avspeningsåk system 35 og system 20 | ||||||
| Kontaktledningsanlegg, festejern for avspenningsåk til bjelkemast | EH-800241-000 | ||||||
| 245 | 105357 | 249.204.21 | Festejern for avspenningsåk til bjelkemast | ||||
| Kontaktledningsanlegg, strever for bjelkemast HE220B | EH-800242-000 | ||||||
| 246 | 106481 | 249.204.30 | Strever for bjelkemast HE220B | ||||
| 247 | 106482 | 249.204.31 | Strever for gittermast H | ||||
| Kontaktledningsanlegg, fotplate for strever tegning EH-800242-000 | EH-800243-000 | ||||||
| 248 | 105474 | 249.204.50 | Fotplate for strever tegning EH-800242-000 | ||||
| Kontaktledningsanlegg, konsoll for innfesting av strever tegning EH-800242-000 til bjelkemast HE220B | EH-800244-000 | ||||||
| 249 | 107398 | 249.204.54 | Konsoll for innfesting av strever til bjelkemast HE220B | ||||
| Kontaktledningsanlegg, konsoll til innfesting av strever til H-mast | EH-800253-000 | ||||||
| 250 | 105931 | 249.204.55 | Konsoll til innfesting av strever til H-mast | ||||
| Kontaktledningsanlegg, fotplate for bardun sytem 35, 20 og 25 | EH-800263-000 | ||||||
| 251 | 106727 | 249.204.60 | Fotplate for bardun, enkel og dobbel | ||||
7.2 Phased out drawings (fulfillment form)
| No. | Article no. (Maximo) | F. no. | Description | Drawing number | Fulfilled | Comment | |
|---|---|---|---|---|---|---|---|
| YES | NO | ||||||
| Åk type 12, Åk- lengde 11-33 m | EH-707445-000 | ||||||
| 01 | 104959 | 249.203.57 | Type 12/9,5-10,5 | ||||
| 02 | 108007 | 249.203.58 | Type 12/10,5-11,5 | ||||
| 03 | 108088 | 249.203.59 | Type 12/11,5-12,5 | ||||
| 04 | 104850 | 249.203.60 | Type 12/12,5-13,5 | ||||
| 05 | 106452 | 249.203.61 | Type 12/13,5-14,5 | ||||
| 06 | 107425 | 249.203.62 | Type 12/14,5-15,5 | ||||
| 07 | 106144 | 249.203.63 | Type 12/15,5-16,5 | ||||
| 08 | 106445 | 249.203.64 | Type 12/16,5-17,5 | ||||
| 09 | 106099 | 249.203.65 | Type 12/17,5-18,5 | ||||
| 10 | 104745 | 249.203.66 | Type 12/18,5-19,5 | ||||
| 11 | 104828 | 249.203.67 | Type 12/19,5-20,5 | ||||
| 12 | 106656 | 249.203.68 | Type 12/20,5-21,5 | ||||
| 13 | 107287 | 249.203.69 | Type 12/21,5-22,5 | ||||
| 14 | 106146 | 249.203.70 | Type 12/22,5-23,5 | ||||
| 15 | 103890 | 249.203.71 | Type 12/23,5-24,5 | ||||
| 16 | 108089 | 249.203.72 | Type 12/24,5-25,5 | ||||
| 17 | 104746 | 249.203.73 | Type 12/25,5-26,5 | ||||
| 18 | 106100 | 249.203.74 | Type 12/26,5-27,5 | ||||
| 19 | 104747 | 249.203.75 | Type 12/27,5-28,5 | ||||
| 20 | 105278 | 249.203.76 | Type 12/289,5-29,5 | ||||
| 21 | 105840 | 249.203.77 | Type 12/29,5-30,5 | ||||
| 22 | 105020 | 249.203.78 | Type 12/30,5-31,5 | ||||
| 23 | 107169 | 249.203.79 | Type 12/31,5-32,5 | ||||
| Åk type 12. Enderamme med vertikale endestag (V) | EH-707446-000 | ||||||
| 24 | 104734 | 249.215.41 | L=4000, Utf. I | ||||
| 25 | 106010 | 249.215.42 | L=5000, Utf. II | ||||
| Åk type 12. Enderamme med horisontale endestag (H) | EH-707447-000 | ||||||
| 26 | 106610 | 249.215.39 | L=4000, Utf. I | ||||
| 27 | 105022 | 249.215.40 | L=5000, Utf. II | ||||
| Åk type 12. Mellomramme | EH-707448-000 | ||||||
| 28 | 104829 | 249.215.09 | L=3000, Utf. I | ||||
| 29 | 106147 | 249.215.10 | L=6000, Utf. II | ||||
| 30 | 104851 | 249.215.11 | L=9000, Utf. III | ||||
| Åk type 14. Åk-lengde 28-43 m | EH-707449-000 | ||||||
| 31 | 105841 | 249.203.80 | Type 14/26,5-27,5 | ||||
| 32 | 106196 | 249.203.81 | Type 14/27,5-28,5 | ||||
| 33 | 108090 | 249.203.82 | Type 14/28,5-29,5 | ||||
| 34 | 105021 | 249.203.83 | Type 14/29,5-30,5 | ||||
| 35 | 106609 | 249.203.84 | Type 14/30,5-31,5 | ||||
| 36 | 104995 | 249.203.85 | Type 14/31,5-32,5 | ||||
| 37 | 104748 | 249.203.86 | Type 14/32,5-33,5 | ||||
| 38 | 108091 | 249.203.87 | Type 14/33,5-34,5 | ||||
| 39 | 106197 | 249.203.88 | Type 14/34,5-35,5 | ||||
| 40 | 103892 | 249.203.89 | Type 14/35,5-36,5 | ||||
| 41 | 104731 | 249.203.90 | Type 14/36,5-37,5 | ||||
| 42 | 104960 | 249.203.91 | Type 14/37,5-38,5 | ||||
| 43 | 105842 | 249.203.92 | Type 14/38,5-39,5 | ||||
| 44 | 104732 | 249.203.93 | Type 14/39,5-40,5 | ||||
| 45 | 103894 | 249.203.94 | Type 14/40,5-41,5 | ||||
| 46 | 104848 | 249.203.95 | Type 14/41,5-42,5 | ||||
| Åk type 14. Enderamme med vertikale endestag (V) | EH-707450-000 | ||||||
| 47 | 107119 | 249.215.44 | L=5000, Utf. I | ||||
| Åk type 14. Enderamme med horisontale endestag (H) | EH-707451-000 | ||||||
| 48 | 105022 | 249.215.43 | L=5000, Utf. I | ||||
| Åk type 14. Mellomramme | EH-707452-000 | ||||||
| 49 | 106147 | 249.215.12 | L=6000, Utf. I | ||||
| 50 | 104920 | 249.215.13 | L=7000, Utf. II | ||||
| 51 | 106845 | 249.215.14 | L=9000, Utf. III | ||||
| Åk type 12, 14 og 40. Skjøtelask | EH- 707453-000 | ||||||
| 52 | 106101 | 249.219.28 | L=90, Utf. I | ||||
| 53 | 107170 | 249.219.29 | L=97, Utf. II | ||||
| 54 | 106453 | 249.219.30 | L=98, Utf. III | ||||
| 55 | 106102 | 249.219.31 | L=99, Utf. IV | ||||
| Stålmast, B3 for plasstøpte fundamenter. L=6,0 – 9,5 m | EH-707489-003 | ||||||
| 56 | 249.012.65 | L=6,0 m | |||||
| 57 | 249.012.66 | L=6,5 m | |||||
| 58 | 249.012.67 | L=7,0 m | |||||
| 59 | 249.012.68 | L=7,5 m | |||||
| 60 | 249.012.69 | L=8,0 m | |||||
| 61 | 249.012.70 | L=8,5 m | |||||
| 62 | 249.012.71 | L=9,0 m | |||||
| 63 | 249.012.72 | L=9,5 m | |||||
| Stålmast, B4 for plasstøpte fundamenter. L=6,0 – 9,0 m | EH-707489-004 | ||||||
| 64 | 249.013.05 | L=6,0 m | |||||
| 65 | 249.013.06 | L=6,5 m | |||||
| 66 | 249.013.07 | L=7,0 m | |||||
| 67 | 249.013.08 | L=7,5 m | |||||
| 68 | 249.013.09 | L=8,0 m | |||||
| 69 | 249.013.10 | L=8,5 m | |||||
| 70 | 249.013.11 | L=9,0 m | |||||
| Stålmast, B5 for plasstøpte fundamenter. L=6,0 – 9,0 m | EH-707489-005 | ||||||
| 71 | 249.013.35 | L=6,0 m | |||||
| 72 | 249.013.36 | L=6,5 m | |||||
| 73 | 249.013.37 | L=7,0 m | |||||
| 74 | 249.013.38 | L=7,5 m | |||||
| 75 | 249.013.39 | L=8,0 m | |||||
| 76 | 249.013.40 | L=8,5 m | |||||
| 77 | 249.013.41 | L=9,0 m | |||||
| Stålmast, B6 for plasstøpte fundamenter. L=6,0 – 9,5 m | EH-707489 -006 | ||||||
| 78 | 249.013.65 | L=6,0 m | |||||
| 79 | 249.013.66 | L=6,5 m | |||||
| 80 | 249.013.67 | L=7,0 m | |||||
| 81 | 249.013.68 | L=7,5 m | |||||
| 82 | 249.013.69 | L=8,0 m | |||||
| 83 | 249.013.70 | L=8,5 m | |||||
| 84 | 249.013.71 | L=9,0 m | |||||
| 85 | 249.013.72 | L=9,5 m | |||||
| Stålmast, B6 for plasstøpte fundamenter. L=10,0 – 12,0 m | EH-707489-007 | ||||||
| 86 | 249.013.73 | L=10,0 m | |||||
| 87 | 249.013.74 | L=10,5 m | |||||
| 88 | 249.013.75 | L=11,0 m | |||||
| 89 | 249.013.76 | L=11,5 m | |||||
| 90 | 249.013.77 | L=12,0 m | |||||
| Stålmast, B6 for plasstøpte fundamenter. L=12,5 – 13,0 m | EH-707489-008 | ||||||
| 91 | 249.013.78 | L=12,5 m | |||||
| 92 | 249.013.79 | L=13,0 m | |||||
| Stålmast, H3 for plasstøpte fundamenter. L=6,0 – 9,5 m | EH-707490-001 | ||||||
| 93 | 249.014.63 | L=6,0 m | |||||
| 94 | 249.014.64 | L=6,5 m | |||||
| 95 | 249.014.65 | L=7,0 m | |||||
| 96 | 249.014.66 | L=7,5 m | |||||
| 97 | 249.014.67 | L=8,0 m | |||||
| 98 | 249.014.68 | L=8,5 m | |||||
| 99 | 249.014.69 | L=9,0 m | |||||
| 100 | 249.014.70 | L=9,5 m | |||||
| Stålmast, H3 for plasstøpte fundamenter. L=10,0 – 12,0 m | EH-707490-002 | ||||||
| 101 | 249.014.71 | L=10,0 m | |||||
| 102 | 249.014.72 | L=10,5 m | |||||
| 103 | 249.014.73 | L=11,0 m | |||||
| 104 | 249.014.74 | L=11,5 m | |||||
| 105 | 249.014.75 | L=12,0 m | |||||
| Stålmast, H3 for plasstøpte fundamenter. L = 12,5 – 13,0 m | EH-707490-003 | ||||||
| 106 | 249.014.76 | L=12,5 m | |||||
| 107 | 249.014.77 | L=13,0 m | |||||
| Stålmast, H5 for plasstøpte fundamenter. L=6,0 – 8,5 m | EH-707491-001 | ||||||
| 108 | 249.015.48 | L=6,0 m | |||||
| 109 | 249.015.49 | L=6,5 m | |||||
| 110 | 249.015.50 | L=7,0 m | |||||
| 111 | 249.015.51 | L=7,5 m | |||||
| 112 | 249.015.52 | L=8,0 m | |||||
| 113 | 249.015.53 | L=8,5 m | |||||
| Stålmast, H5 for plasstøpte fundamenter. L=9,0 – 12,0 m | EH-707491-002 | ||||||
| 114 | 249.015.54 | L=9,0 m | |||||
| 115 | 249.015.55 | L=9,5 m | |||||
| 116 | 249.015.56 | L=10,0 m | |||||
| 117 | 249.015.57 | L=10,5 m | |||||
| 118 | 249.015.58 | L=11,0 m | |||||
| 119 | 249.015.59 | L=11,5 m | |||||
| 120 | 249.015.60 | L=12,0 m | |||||
| Stålmast, H5 for plasstøpte fundamenter. L=12,5 – 13,0 m | EH-707491-003 | ||||||
| 121 | 249.015.61 | L=12,5 m | |||||
| 122 | 249.015.62 | L=13,0 m | |||||
| Stålmast, B3 for borede fundamenter. L=6,0 - 7,0 m | EH-707492-001 | ||||||
| 123 | 249.016.99 | L=6,0 m | |||||
| 124 | 249.017.00 | L=6,5 m | |||||
| 125 | 249.017.01 | L=7,0 m | |||||
| Stålmast, B3 for borede fundamenter. L=7,5 – 8,5 m | EH-707492-002 | ||||||
| 126 | 249.017.02 | L=7,5 m | |||||
| 127 | 249.017.03 | L=8,0 m | |||||
| 128 | 249.017.04 | L=8,5 m | |||||
| Stålmast, B3 for borede fundamenter. L=9,0 – 9,5 m | EH-707492-003 | ||||||
| 129 | 249.017.05 | L=9,0 m | |||||
| 130 | 249.017.06 | L=9,5 m | |||||
| Stålmast, H3 for borede fundamenter. L=6,0 - 7,0 m | EH-707493-001 | ||||||
| 131 | 249.017.10 | L=6,0 m | |||||
| 132 | 249.017.11 | L=6,5 m | |||||
| 133 | 249.017.12 | L=7,0 m | |||||
| Stålmast, H3 for borede fundamenter. L=7,5 – 8,5 m | EH-707493-002 | ||||||
| 134 | 249.017.13 | L=7,5 m | |||||
| 135 | 249.017.14 | L=8,0 m | |||||
| 136 | 249.017.15 | L=8,5 m | |||||
| Stålmast, H3 for borede fundamenter. L=9,0 – 9,5 m | EH-707493-003 | ||||||
| 137 | 249.017.16 | L=9,0 m | |||||
| 138 | 249.017.17 | L=9,5 m | |||||
| Stålmast, H3 for borede fundamenter. L=10,0 – 11,0 m | EH-707493-004 | ||||||
| 139 | 249.017.18 | L=10,0 m | |||||
| 140 | 249.017.19 | L=10,5 m | |||||
| 141 | 249.017.20 | L=11,0 m | |||||
| Stålmast, H3 for borede fundamenter. L=11,5 – 12,0 m | EH-707493-005 | ||||||
| 142 | 249.017.21 | L=11,5 m | |||||
| 143 | 249.017.22 | L=12,0 m | |||||
| Stålmast, H3 for borede fundamenter. L = 12,5 – 13,0 m | EH-707493-006 | ||||||
| 144 | 249.017.23 | L=12,5 m | |||||
| 145 | 249.017.24 | L=13,0 m | |||||
| Stålmast for utliggeråk (H6) for plasstøpte fundamenter. L=7,0 – 8,5 m | EH-707494-001 | ||||||
| 146 | 249.015.70 | L=7,0 m | |||||
| 147 | 249.015.71 | L=7,5 m | |||||
| 148 | 249.015.72 | L=8,0 m | |||||
| 149 | 249.015.73 | L=8,5 m | |||||
| Stålmast for utliggeråk (H6) for plasstøpte fundamenter. L=9,0 – 12,0 m | EH-707494-002 | ||||||
| 150 | 249.015.74 | L=9,0 m | |||||
| 151 | 249.015.75 | L=9,5 m | |||||
| 152 | 249.015.76 | L=10,0 m | |||||
| 153 | 249.015.77 | L=10,5 m | |||||
| 154 | 249.015.78 | L=11,0 m | |||||
| 155 | 249.015.79 | L=11,5 m | |||||
| 156 | 249.015.80 | L=12,0 m | |||||
| Stålmast for utliggeråk (H6) for plasstøpte fundamenter. L=12,5 – 13,0 m | EH-707494-003 | ||||||
| 157 | 249.015.81 | L=12,5 m | |||||
| 158 | 249.015.82 | L=13,0 m | |||||
| Stålmast type H5, for borede fundamenter. L=6,0 – 8,5 m | EK707500-001 | ||||||
| 159 | 249.017.48 | L=6,0 m | |||||
| 160 | 249.017.49 | L=6,5 m | |||||
| 161 | 249.017.50 | L=7,0 m | |||||
| 162 | 249.017.51 | L=7,5 m | |||||
| 163 | 249.017.52 | L=8,0 m | |||||
| 164 | 249.017.53 | L=8,5 m | |||||
| Stålmast type H5, for borede fundamenter. L=9,0 – 12,0 m | EH-707500-002 | ||||||
| 165 | 249.017.54 | L=9,0 m | |||||
| 166 | 249.017.55 | L=9,5 m | |||||
| 167 | 249.017.56 | L=10,0 m | |||||
| 168 | 249.017.57 | L=10,5 m | |||||
| 169 | 249.017.58 | L=11,0 m | |||||
| 170 | 249.017.59 | L=11,5 m | |||||
| 171 | 249.017.60 | L=12,0 m | |||||
| Stålmast type H5, for borede fundamenter. L=12,5 – 13,0 m | EH-707500-003 | ||||||
| 172 | 249.017.61 | L=12,5 m | |||||
| 173 | 249.017.62 | L=13,0 m | |||||
| Stålmast for utliggeråk (H6) for borede fundamenter. L=7,0 – 8,5 m | EH-707501-001 | ||||||
| 174 | 249.017.70 | L=7,0 m | |||||
| 175 | 249.017.71 | L=7,5 m | |||||
| 176 | 249.017.72 | L=8,0 m | |||||
| 177 | 249.017.73 | L=8,5 m | |||||
| Stålmast for utliggeråk (H6) for borede fundamenter. L=9,0 – 12,0 m | EH-707501-002 | ||||||
| 178 | 249.017.74 | L=9,0 m | |||||
| 179 | 249.017.75 | L=9,5 m | |||||
| 180 | 249.017.76 | L=10,0 m | |||||
| 181 | 249.017.77 | L=10,5 m | |||||
| 182 | 249.017.78 | L=11,0 m | |||||
| 183 | 249.017.79 | L=11,5 m | |||||
| 184 | 249.017.80 | L=12,0 m | |||||
| Stålmast for utliggeråk(H6) for borede fundamenter. L=12,5 – 13,0 m | EH-707501-003 | ||||||
| 185 | 249.017.81 | L=12,5 m | |||||
| 186 | 249.017.82 | L=13,0 m | |||||
| 187 | 249.020.10 | Overgangsplate for B3-B6 master 6,0-9,5 m mellom borede -/plasstøpte fundamenter | EH-707504-001 | ||||
| 188 | 249.020.18 | Overgangsplate for B6 master 10,0-13,0 m mellom borede -/plasstøpte fundamenter | EH-707504-002 | ||||
| 189 | 249.020.11 | Overgangsplate for H3 master 6,0-9,5 m mellom borede -/plasstøpte fundamenter | EH-707505-001 | ||||
| 190 | 249.020.12 | Overgangsplate for H3 master 10,0-12,0 m mellom borede -/plasstøpte fundamenter | EH-707505-002 | ||||
| 191 | 249.020.16 | Overgangsplate for H3 master 12,5-13,0 m mellom borede -/plasstøpte fundamenter | EH-707505-003 | ||||
| 192 | 249.020.13 | Overgangsplate for master til utliggeråk (H6) 7,0-8,5 m og H5-master 6,0–8,5 m mellom borede -/plasstøpte fundamenter | EH-707506-001 | ||||
| 193 | 249.020.15 | Overgangsplate for master til utliggeråk(H6) og H5-master 9,0–12,0 m mellom borede -/plasstøpte fundamenter | EH-707506-002 | ||||
| 194 | 249.020.14 | Overgangsplate for master til utliggeråk (H6) og H5-master 12,5–13,0 m mellom borede -/plasstøpte fundamenter | EH-70-7506-003 | ||||
| Stålmast, type B6 for borede fundamenter. L= 6,0 – 7,0 m | EH-707510-001 | ||||||
| 195 | 249.017.30 | L=6,0 m | |||||
| 196 | 249.017.31 | L=6,5 m | |||||
| 197 | 249.017.32 | L=7,0 m | |||||
| Stålmast, type B6 for borede fundamenter. L= 7,5 – 8,5 m | EH-707510-002 | ||||||
| 198 | 249.017.33 | L=7,5 m | |||||
| 199 | 249.017.34 | L=8,0 m | |||||
| 200 | 249.017.35 | L=8,5 m | |||||
| Stålmast, type B6 for borede fundamenter L= 9,0 – 9,5 m | EH-707510-003 | ||||||
| 201 | 249.017.36 | L=9,0 m | |||||
| 202 | 249.017.37 | L=9,5 m | |||||
| Stålmast, type B6 for borede fundamenter. L= 10,0 – 12,0 m | EH-707510-004 | ||||||
| 203 | 249.017.38 | L=10,0 m | |||||
| 204 | 249.017.39 | L=10,5 m | |||||
| 205 | 249.017.40 | L=11,0 m | |||||
| 206 | 249.017.41 | L=11,5 m | |||||
| 207 | 249.017.42 | L=12,0 m | |||||
| Stålmast, type B6 for borede fundamenter. L= 12,5 – 13,0 m | EH-707510-005 | ||||||
| 208 | 249.017.43 | L=12,5 m | |||||
| 209 | 249.017.44 | L=13,0 m | |||||
8 CHECKLIST
The supplier shall sign out all points of the specification in the following checklist. Any deviation from these requirements shall be commented, which points a), b), c), etc., that are not met and what / why point is not fulfilled. Headings in this checklist referes to clauses in the chapter Technical requirements above in this document.
| Description of requirement | Compliant (Yes/No) | Supplier’s references | Supplier’s comments |
| Materials a) |
