IEEE 1630-2012
$73.67
IEEE Standard for Supporting Structures for Overhead Contact Systems for Transit Systems
Published By | Publication Date | Number of Pages |
IEEE | 2012 | 74 |
New IEEE Standard – Active. Minimum structural requirements for structural supports used for overhead contact systems for heavy rail, light rail, and trolley bus systems, including loading, safety factors, and deflection are provided by this standard. This standard is developed to govern the design and fabrication of supporting structures for OCS. It is provided to define minimum general design and construction parameters for the following tubular steel pole types: tapered and constant diameter round, tapered and constant diameter multi-sided, sectional and fluted.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | IEEE Std 1630-2012 Front Cover |
3 | Title page |
6 | Notice to users Laws and regulations Copyrights Updating of IEEE documents Errata Patents |
8 | Introduction |
9 | Participants |
11 | CONTENTS |
12 | Important Notice 1. Overview |
13 | 1.1 Scope 1.2 Purpose 2. Normative references |
14 | 3. Definitions |
16 | 4. Pole assembly 4.1 Materials 4.1.1 Pole shafts 4.1.2 Base plates |
17 | 4.1.3 Anchor rods 4.1.4 Miscellaneous fabrications 4.2 Design 4.2.1 Design methodology 4.2.2 Loading determinations |
18 | 4.2.3 Loading presentation 4.2.4 Deflection |
19 | 4.2.5 Standard pole sizes and types 4.2.6 Anchor rod and base plate configurations |
20 | 4.3 Construction details |
21 | 4.3.1 Pole taper 4.3.2 Grounding assembly 4.3.3 Hand holes 4.3.4 Ground collars or ground sleeves |
22 | 4.3.5 Base covers 4.3.6 Pole caps 4.3.7 Pole identification tag 4.3.8 Feeded spouts |
23 | 4.4 Welding requirements 4.5 Additional requirements for sectional poles |
24 | 5. Tests 5.1 Weld testing |
25 | 5.2 Deflection testing 5.3 Material testing 5.4 Galvanizing testing |
26 | 5.5 Additional testing for sectional poles 6. Tolerances 6.1 General 7. Workmanship and finish 7.1 Workmanship |
27 | 7.2 Corrosion protection 7.2.1 Galvanizing 7.2.2 Painting 7.2.3 Metallizing |
28 | 7.2.4 Weathering steel 8. Inspection, acceptance, and rejection 8.1 Inspection 8.2 Acceptance 8.3 Rejection |
29 | Annex A (informative) Pole deflection equations |
35 | Annex B (informative) Properties of commonly produced tubular poles |
71 | Annex C (normative) Sample pole deflection text procedure |
74 | Annex D (informative) Bibliography |