346/2000 Sb.
DECREE
The Ministry of transport and communications
of 13 October. September 2000,
amending the Decree of the Ministry of transport no. 177/1995 Coll., which
construction and technical issues of procedure, as amended by Decree No. 243/1996 Coll.
The Ministry of transport and communications shall establish under section 66 paragraph 1. 1 and 4 to perform
§ 3 para. 1, § 5 para. 3, § 6 (1). 1, § 7 (2). 2 and article 20 (2). 3
Act No. 266/1994 Coll., on rail, as amended by Act No. 23/2000 Coll.:
Article. (I)
Decree 177/1995 Coll. issuing the construction and technical regulations
railways, as amended by Decree No. 243/1996 Coll., is amended as follows:
1. in article 1, paragraph 1 reads:
"(1) for the purposes of this order for a track national, regional and path
a train means
and bottom of the body) the railway substructure, buildings and equipment
of the substructure, including transport areas,
(b)) body of the substructure grading, structural layers of the body
of the substructure and the drainage device
(c) the construction of the substructure construction) that replace in part or in
the very body of the substructure, increasing its stability or
It protects, or serves a different purpose, IE. culverts, bridges, objects
similar bridges, tunnels, retaining, door frames, protective and obkladní the wall
Gallery, the protective and regulatory structures, passages, protective devices
against the fallout of foreign objects, fire, and water,
(d) the transport areas, areas) that are intended for entering and
disembarking passengers, handling and storage, and to ensure the
transport services in the operation of railways (platform, namely, ramps,
arrivals on the loading yard)
e) safety belt platform part of the stage platform at boarding
the edges of the desktop platform, separate from the other color and contrast
a vnímatelným (a white stick and nášlapem) warning stripe,
f) devices of the substructure of the device, which are complemented by a solid or
the construction of the substructure or is replaced by, in particular, the buffer stop,
fencing, railing, sightseeing and cleaning pits,
g) plain substructure housing the upper limiting area
of the substructure, which is the interface between the railway and
Railway uppers,
h) railway track which part of uppers fulfils the supporting and guiding function
for driving the vehicle overhead
I) gauge, cross section, the outline of the shape in the plane perpendicular to the axis of the track, whose
the axis is perpendicular to the line whose tracks and passes through the Centre of the track, and
which defines the distance outside the buildings, facilities and situated objects from
the track axis and from temen Rails, except where the functional
There must be reasons to contact these devices with the rail vehicle. ".
2. In article 1 (1). 5 letter b) reads: "(b)) track gauge distance
pojížděných the edges of the opposite rail strips, measured in the plane of the
section, ".
3. In article 2 (2). 4 the third sentence, after the words "reserved word
"exclusively".
4. In section 2, at the end of paragraph 4, the following sentence: "the College intended to
for driving vehicles for technological operation, as well as for the movement of railway
the vehicles are part of the siding and must comply with the conditions laid down by law,
No. 266/1994 Coll. on railways, as amended by Act No. 23/2000 Coll. ".
5. In paragraph 4, at the end of paragraph 3, the dot is replaced by a comma and the following
These words: "If závorová is intercepted by the road of the bridge across the
breadth. ".
6. In paragraph 4, at the end of paragraph 3 the following sentence: "in the case of level crossings
used only at a specific time of the year can be a light level crossing
security device is replaced by a lockable latch. ".
7. in section 4, paragraph 4. 5, after the word "moment" is replaced by the word "and" with a comma and
the word "circumstances" with the words "and the" alert parameters.
8. in § 5 para. 2 (a). and), the word "operational" is replaced by
"technical".
9. in § 5 para. 2 (a). (b)), after the words "the plains" is inserted after the word "bodies".
10. In paragraph 6 (b). (e)), the second sentence is replaced by the phrase "Load test
may only take place within the main tour or afterwards. ".
11. In § 8 para. 2, the second sentence shall be deleted.
12. section 9 reads as follows:
"section 9
Part of the track are
and, that the railway substructure) consists of the substructure, the construction and
the device of the substructure, and transport areas,
(b)), which is the superstructure made up of Rails, switches, special
structures and structural elements; the railway superstructure components are
in particular, rail, rail fasteners, support, small kolejivo,
switch components, expansion devices, isolated, conductive and
a special connection, check rails, protective rail, COG
rods, the device against wandering Rails, anchors, rail bed padding,
heating of switches,
c) railway crossing,
(d)) of the building and fixed installations necessary to protect against the adverse effects of
track, i.e. equipment against noise, stray currents, corrosion, noise
telecommunications systems, high voltage and to limit the impact of
the operation of railways and railway transport on the electricity system,
e) communication equipment for the transmission of information containing transmission paths,
device terminal, connector, transmission, connected to separate circuits
or telephone, telex, data and radio network, radio equipment
and hour, information, CCTV and fire
signalling,
f) safety devices containing the technical means of security, and
management of railway transport in railway stations and on the lines, equipment
for the mechanization and automation of spádovišť and related transmission paths,
g) electrical equipment that contains devices that provide power
electric traction (traction power supply and switching stations,
overhead lines), resources, dispatching control of railway electric
heavy-current equipment for the production, conversion, procurement, and use of
electric power, special electrical equipment, apparatus and
lighting equipment, power protection devices,
the electric pre-heating device for pre-heating of the trainsets,
device for protection against the effects of atmospheric electricity, equipment for
protection from the negative effects of the rear traction currents, or
other electrical devices powered from overhead line,
h) fixed measuring equipment, maintenance and repair of railways and their
associated buildings
I) buildings and equipment intended to organize, control and security of railway
transport and shipping to meet the needs and the provision of services
associated with the transportation, including public utility networks required to
their operation. ".
13. in paragraph 10, the words "the geometric arrangement of the track and arrangement"
inserted the word "housing".
14. in section 11 (1) 2 (a). and the number "350)" is replaced by "300".
15. In article 11 (1) 2 (a). (b)), point 1, the number "350" is replaced by
"300".
16. in paragraph 11 (1) 2 (a). (b)) (2) the number "350" is replaced by
"300".
17. in paragraph 11 (1) 3 the number "350" is replaced by "300".
18. In paragraph 11 (1) 6, the second sentence is replaced by the phrase
"Free and space is walkable defined width, i.e. distances
of a vertical line passing through the axis of the track, and height above top of rail, and
must be waived for colleges
and to a height gauge) of a normal 3 050 mm and width of 3 000 mm,
(b) narrow-gauge track to a height) 2 800 mm and widths of 2 300 mm. ".
19. in section 11 paragraph 7 is added:
"(7) on the plain track, where it is not manipulation is permissible width
free viable and handling space in dorm
and 2 500 mm gauge) of a normal,
(b) narrow-gauge 1 900 mm), in other cases, where the length of the obstacle
along the track is not more than 3 000 mm, must be on the other side of the tracks
retained free walkable and handling space referred to in paragraph 6 or
the center of the next track shall be a minimum of 4 750 mm tracks
normal gauge and 3 800 mm for the tracks of the narrow gauge. In this
space must not be rolling or clutch points. ".
20. in § 12 para. 1 the first sentence, after the words "length", the words
"and the type of chassis".
21. in § 13 para. 10 the second sentence, after the word "siding" deleted the comma and
the words "that are not in the national," shall be deleted.
22. section 14 including the title reads as follows:
"section 14
The arrangement of the housing of the substructure
(1) the shape and dimensions of the body of the substructure shall be proposed by the
the relative positions of the terrain and the length of the track and the Geotechnical properties of the
the subsoil and the materials from which it is to be a body of the substructure
built.
(2) the Structural layer of the body of the substructure must be able
the security prescribed by the geometric parameters of the College and to ensure
the load carrying capacity in level plains of the housing of the substructure. The values of the
the loading capacity of the housing of the substructure of the plain contains the recommended
technical standard referred to in annex 5.
(3) basic horizontal width of the plains of the housing of the substructure
single-track trails must be for new construction on the plain line track with the
the tracks of the normal separation of at least 6 m, with the tracks of the narrow
breakup at least 4.4 m. for double-track lines and often improvised dialogues, and
tracks railway stations will increase the width of the Plains at least distance
OS track. The values of the extension of the plains in the curves depending on the
cant contains the recommended technical standard referred to in the annex to
5.
(4) the Body of the substructure must ensure the project determined
load carrying capacity and must be set up so that both static and dynamic effects
caused by the operation of rail vehicles and climate influences do not cause
permanent deformation and does not jeopardize its stability. The values of the load-bearing capacity and
the degree of compaction of soils in the housing of the substructure contains the recommended
technical standard referred to in annex 5.
(5) the Body of the substructure must be protected from the adverse
the effects of surface and ground water drainage facilities. Terms and conditions
for the establishment of dewatering equipment are met, if the
the featured technical standard referred to in annex 5.
(6) the location of cable routes along the tracks must not interfere with the stability of the
the body of the substructure may not prevent the maintenance of the track and must be
designed with respect to the construction of the substructure and the railway
crossings. ".
23. in article 16, paragraph 1 reads:
"(1) the platform shall be established to ensure a smooth, comfortable and
safe embarking and disembarking passengers at the tracks, which regularly
passenger trains stop. A new island platform and external
the platform must have at least one wheelchair access and use
provide persons with reduced mobility. 2) ".
24. In § 16 para. 3, the words "must be 1 650 mm in straight track; the values of the
to increase this distance in the curves ' are deleted.
25. in article 16, the following paragraph 6 is added:
"(6) because of the limited space or particularly complex local
conditions in a built-up area or State proclaimed protected areas
the railway administrative Bureau may not insist on compliance with the conditions referred to in
paragraph (4). If the parameters cannot be referred to in this paragraph must comply with the
be safety operation of railways and railway transport provided
stavebnětechnickým solutions and appropriate organisational measures. ".
26. in section 18 paragraph 5 is added:
"(5) the smallest thickness of the track bed from the loading area railway sleepers must be
at the national and regional railways, with the exception of the track with the Rails
the narrow gauge track, the main track and průjezdných and passing
station tracks with concrete sleeper 350 mm, with wooden sleepers 300
for railways with tracks of the narrow gauge track regional and siding must be
the smallest thickness of the track bed from the loading area in Rails with sleepers
concrete sleeper 250 mm and in the rails and wooden sleepers 200 mm. ".
27. in section 18 paragraph 5 the following paragraph 6 is added:
"(6) on the bridges with rail bed and přesypávkou thickness must be
the track bed and the construction of the railway superstructure, the same as in the
the adjacent sections of the track. On the bridges with rail bed without přesypávky
must be for the railways of the national and regional, with the exception of the track
with the narrow gauge tracks of the regional, the smallest thickness of the track bed
from the loading area of the sleeper in the main track and průjezdných and
passing station tracks 300 mm. On the bridges with rail bed
without přesypávky the railways with tracks of the narrow gauge track regional and siding
the thickness of the track bed must be the same as in adjacent sections of the
the track ".
Paragraphs 6, 7 and 8 shall be renumbered as paragraphs 7, 8 and 9.
28. in section 18 shall be added to paragraph 10 and 11 which reads as follows:
"(10) on the lines of electrified DC traction current
system must be within a distance of 1 km on either side of the connection points
the return line on the rail, rail connections and cable link
Double. Duplication refers to just the tracks, which flows through the overhead traction
current interstation sections or from the neighbouring railway stations.
The tracks, which are trakčně connected to the Rails on which the
connected a reverse overhead lines in only one place, twin
jumper power station due to the vicinity of nevybavují. Longitudinal
rail connections and the other jumpers must be one of its copies.
(11) the provisions of paragraphs 5 and 6 shall apply always, unless
the complexity of the local conditions in a built-up area or State-protected
territory, or. unfavourable geological conditions. If the parameters cannot be specified
in these paragraphs cannot be met, must be the safety of the operation of the railways and
the rail transport stavebnětechnickým appropriate solution and
organisational measures. ".
29. in section 21 para. 1 (b). (f)), after the words "departing trains" the words
"electronic information system must be accessible for persons with
limited ability to orientation, 2) ".
30. in paragraph 21 of the paragraph. 1 the letter g) is added:
"g) orientation marks on access to trains, including haptic or
acoustic indication of access to trains for persons with reduced mobility
orientation, 2) ".
31. in section 21 para. 2 (c)):
"(c)) access for disabled people to the platform, including haptic or
acoustic indication of access to trains for persons with reduced mobility
mobility, 2) ".
32. In section 22, the following paragraph 6 is added:
"(6) the remote control of electricity devices shall meet the following
terms and conditions:
and reliably transmit commands from) the management of the workplace to the controlled
equipment; Enter the command must consist of at least two operations, a possible
your device may not automatically grant disorder guidelines; the device must
be equipped with an alarm condition and function of the equipment,
(b) make it possible to switch from the remote) to local control, and vice versa,
(c)) shall not be affected by the mass of the remote control signals
power equipment or higher Harmonic frequencies of the energy
the network and the inductive, capacitive or electromagnetic effects of the
the operation of electric power system and vice versa shall not in itself negatively
interfere with other electrical equipment.
(7) remote control of electricity equipment must have to ensure
emergency power supply for at least 30 minutes when you use computing
techniques to control the remote control shall be carrier grade power. ".
33. In § 23 paragraph 1 reads:
"(1) the security devices must be designed and constructed so that the
and subject to operating conditions), for which it is designed, it can perform
his features the safe operation of railways and railway transport and
management of railway transport,
(b)), the range and quality of the technical means of security of railway
stations and tracks match the line speed, and
1. in the speed of 60 km/h interlocking device must
eliminate illicit opposite direction trains, the correct position of the
pojížděných and catch/trap points and výkolejek in the train route
monitor and ensure the intended employee until the end of the train route
2. the speed of 100 km/h at least the main signal and the running and
odvratné switches and odvratné slider pusher must be mutually dependent, must
be excluded all illicit current trains and permission to
driving shifts controlled by signals; each device can be made
closure elements to ensure train running to cancel up to its use
carrying out a drive or an emergency service,
3. at a speed higher than 100 km/h all main and marshalling
the signal and the running and odvratné the switch point and slider pusher must be mutually
dependent, all main and marshalling signals must be dependent on the
freedom train and Frameshift paths, all current illegal
secure drive and all displacement-controlled movement signals
must be eliminated, and every device made by the conclusion of the elements for
ensure secure rides must be canceled automatically just after his
the use of making driving or an emergency service,
(c)) in the determined range ensure the level crossings,
(d) respecting the control commands issued) by the device operating instructions
rail vehicles, if the line speed higher than 100 km/h,
(e)) was secured by the use of track speed on tracks and on the main
the tracks at the railway station when the line speed is greater than 60
km/h,
(f) provide the required traffic throughput) of the track,
g) allow remote control of each object security
the device, if it is technologically practical. Details of the design and
perform a security device contains the recommended technical standard
listed in annex 5. ".
34. In article 23, the following paragraph 6 is added:
"(6) the safety devices must not be the source of the interference of a media or
Another electrical device and must not be interrupted by another device. ".
35. In section 24, the following paragraph 13, which read as follows:
"(13) communication equipment must not be a source of interference protection
device or another device. ".
36. In paragraph 25, the following shall be added at the end of paragraph 8, the words:
"leading to permanent restrictions on line speed and safe passage capability of vehicles".
37. In paragraph 25, the dot at the end of paragraph 13 is replaced by a comma and the following
the letter k), which read as follows:
"k) stavebnětechnické parameters (geometry, type, production)
technical equipment electrical for operation of the railways,
including record of examinations, measurements and revisions. ".
38. In section 26 paragraph 2 reads as follows:
"(2) the periodic inspection and measurement referred to in paragraph 1 shall be carried out
and walk the line, at) which performs a regular inspection of the track for
determine the status of railway superstructure and substructure, railway crossings and
construction of the substructure and the discovery of a possible occurrence of the source
the threat of the track,
(b)) the control on a traction unit or ride in the last car of the train to
top speed for the findings of the technical condition of transport routes,
(c)) by measuring gauge, mutual position and the height of cut slope
the harness tracks and turnouts, including measurement of direction measuring vehicle or other
device with continuous record, which are finding values
geometrical parameters of tracks and switches,
(d) the spatial continuity) by checking the entire length of the tracks, and it
Mobile measuring template or any other technical device. College
siding on which the inspection is carried out shall be determined by the operator according to
traffic importance,
e) tour, which is determined by the overall condition of the switch point,
(f) non-destructive inspection of Rails,) clams, and languages of the switches and
Visual inspection of the welds in order to detect fractures or defects,
(g) a comprehensive inspection of the track), which assesses the status of the railway
the upper body of the substructure, the buildings of the substructure,
platforms, ramps, and at level crossings after the winter season and are detected
defects and their scope,
h) normal inspection of bridges, tunnels, bridges and similar objects, which
identifies the overall condition of the object,
I) inspection of bridges, tunnels, bridges and similar objects,
which finding defects on each part of the object,
j) tour of the telecommunication and signalling equipment,
to the media and visiting the) complex signalling
l) by measuring the contact line measurement of the car in which the verification of the
technical parameters of the contact line,
measurement of corrosive influences, m) of stray currents for steel and
reinforced concrete construction. ".
39. In paragraph 27 (b). m), after the words "transport" is inserted the comma and the following
the following words: "to the shut-down of rail vehicles and for the implementation of their
the technical inspections, maintenance and repair (depo) ".
40. In § 37 para. 4, the second sentence is replaced by the phrase "tags are placed in the
straight track at a distance of 50 m, in the arc at a distance of 25 m and
the main vytyčovacích points and turnouts. ".
41. In paragraph 41, paragraph 7 is added:
"(7) equipment of traction substation infrastructure must be designed so as to cover
the estimated load trains, plus 20%. Current capacity
rectifying traction substation infrastructure groups contains the recommended technical
standard referred to in annex 5. In addition, the group must meet the Rectifier
the condition of the load capacity of 300% for 15 seconds. ".
42. In § 47 para. 14, the words "need a power electric
energy "are replaced by the words" the electricity supply from the two sections
the main switchboard with ACMI flight options ".
43. In § 48 para. 2, after the words "to the dep", the words "in the basement" and
the numbers of the "-3" shall be replaced by the numbers "-5".
44. In paragraph 50 (b). I) after the word "transport" is inserted the comma and the following
the following words: "to the shut-down of rail vehicles and for the implementation of their
the technical inspections, maintenance and repair (depo) ".
45. In paragraph 67 (c)):
"(c)) actuators, cables and equipment for carrying and keeping vehicles and
LAN, ".
46. In paragraph 67 (a). I) after the word "divorce", the words "of the replacement
the source, a device for protection against the effects of atmospheric electricity ".
47. In section 70, paragraph 9 shall be deleted.
Paragraphs 10, 11, 12 and 13 shall become paragraphs 9, 10, 11
and 12.
48. In § 71 para. 2 the words "the values recommended technical standards, which
is listed in annex 5.0 shall be replaced by the value set by the
project ".
49. In section 73, paragraph 1 reads:
"(1) ropes must be selective, and material quality
made according to the following conditions. The quality of the lan must be accompanied by the
Metallurgical certified, certified rope and rope-pull test record and
issued a declaration of compliance. "
50. in paragraph 73, at the end of paragraph 3 the following sentence: "in a technically
justified cases, it can be used for the towing rope funicular
and lana osmipramenná. ".
51. In paragraph 74, at the end of paragraph 2 the following sentence:
"For funicular railways and stations for the gondola lift shuttle must
ensure access and use by people with reduced mobility
orientation. 2) ".
52. Annex No 1 part 1:
"1.
Inspection and measurement on the national and regional track
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Time
Pol. object and method of inspection interval Object
tours
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1. Beat the track all tracks with lower speed než120 km/h determined
the operator
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2. control driving the main track 1 month
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3. measurement of gauge, the track and the height of the main mutual station track 4 months
the position of the rail tracks, and the direction at a speed higher than 120 km/h
tracks and turnouts measuring means
with continuous
the track and the main track for 6 months
at a speed greater than 60 km/h
and lower or equal to 120 km/h
the track and the main track 12 months
at speeds less than or equal
60 km/h
other transport College
-When measuring gauge and 12 months
height of treadle belts
-When measuring the direction of the arc track 36 months
handling College determines
the operator
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4. measurement of the mutual position of the switch point in the means of the height of the rails and on the track for 3 months
treadle belts and breakup
in switches
turnouts in other halls of residence for 6 months
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5. Check the spatial continuity of the main track for 24 months
the other track will determine the
the operator
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6. tour the turnout switch point in means of the tracks and the track 3 months
turnouts in other halls of residence for 6 months
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7. Non-destructive inspection of Rails, the main track at a speed of more than 140 km/h 1 4 months
frogs and turnout and Visual languages
a tour of their welds
the main track at a speed of 80 km/h 1 6 months
up to 140 km/h, including the
the main track at a speed of 60 km/h 1 12 months
up to 80 km/h, including the
the main and the other tracks at speeds of up to 60 km/h determined
the operator
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8. A comprehensive tour of the track all tracks 12 months
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9. normal inspection of bridges, objects, all 12 months
similar bridges and tunnels
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10. A more detailed inspection of bridges all 36 months
and bridges of similar objects
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11. the detailed inspection of the tunnels all 60 months
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12. tour the telecommunication traffic track on lines 3 months
and security device with a speed of 100 km/h and more
the transport track on lines 6 months
with the speed to 100 km/h
and other college
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13. A comprehensive tour of the media all 60 months
and signalling equipment
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14. measurement of the contact line system the main Rails 6 months
measuring the car with a speed of over 100 km/h
the main College for 12 months
with the speed to 100 km/h
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15. measurement of corrosive effects on the steel rails on the lines of the DC 24 months ".
and the traction current system of reinforced concrete structure
and in adjacent sections of the
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53. In annex 1, part 2, "Tours and measurement on the siding" entry # 2.
added:
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"2. The measurement of the height gauge, mutual
the position of the rail tracks, and the direction of the
the tracks-with continuous track with a speed greater than 40 km/h 1 12 months
-without continuous recording other tracks will determine
the operator ".
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54. In annex 1, part 2, "Tours and measurement on the siding" item No. 3.
added:
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"3. the measurement of the height of the switch point with a speed greater than 40 km/h 1 3 months
treadle belts and breakup
in switches
other switches will determine
the operator ".
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55. In annex 1, part 3 "Tours and measurement on the runway special
(metro) "item # 1. the words "every day" are replaced by the words "shall determine the
the operator "and the word" week "shall be replaced by the words" determined ".
56. In annex 1, part 3 "Tours and measurement on the runway special
(metro) "item # 5. the words "two months" shall be replaced by "3 months".
57. In annex 1, part 3 "Tours and measurement on the runway special
(metro) "item No. 7. added:
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"7. Non-destructive control of resistive continuous track 1. After you perform a
the welds of rails of the weld
2. after 24 months ".
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58. In annex 1, part 3 "Tours and measurement on the runway special
(metro) "shall be added to item 7., to read:
--------------------------------------------------------------------------------------------------------------------
' 7a. the non-destructive inspection of welds continuous track 1. After you perform a
Rails made electric weld on the newly built lines
the arch or a a termite
2. before you start
operation
continuous track after making
on the track of the weld
After 12 months of continuous welded track ".
in operation
59. In annex 1, part 3 "Tours and measurement on the runway special
(metro) "shall be added to item No. 13., to read:
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"13. the measurement of the deformation of buildings and equipment under ground 1. 12 months after the period of time
4 years from the start of
operation
2. next 24 months
3. further, every
60 months ".
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60. in annex No. 2, the "Note" on the letter d), which read as follows:
"(d)) normal lighting uniformity in public areas
stations shall be 0.3 +/-15%, in the public areas of the surface stations
must be 0.2 +/-15%. ".
61. In annex 3, table 2, for the item "Emergency lighting"
the following item is added:
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"Control and auxiliary circuit in 400/230, Department,
circuits for traction 50 Hz, 220 V DC, additional insulation-".
device (mn, 6 circuits up to 60 V DC
nn)
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62. Appendix 5:
"Č. 5
A list of recommended technical standards-related
1.02 4460 Šestipramenná steel wire rope
2.03 8350 requirements for corrosion protection of storage devices
3.03 8370 reduced the effect of stray currents on storage
device
4.27 3005 Swinging personal cableway. Design, construction
and installation
5. EN 115 safety rules for the construction and installation of
(27 4802) escalators and moving walkways
6.28 0318 Passable cross-sections of the tram tracks
7. IEC 38 Electrical regulations. IEC standard voltages
(33 0120)
8.33 2000-Electrotechnical regulations. Electrical equipment
-4-43 part 4: safety. Chapter 43: protection against
overcurrents
9.33 2000-Electrotechnical regulations. Electrical equipment
-4-473 part 4: safety. Chapter 47: application of safeguard
measures to ensure safety. Section 473:
Measures for the protection against overcurrents
10.33 2000-Electrotechnical regulations. Electrical equipment
-5-523 part 5: selection and construction of electrical equipment.
Section 523: Permissible currents
11.33 2000-Electrotechnical regulations. Electrical equipment
-4-41 part 4: safety. Chapter 41: protection against
electric shock
12.33 2000-Electrotechnical regulations. Electrical equipment
-5-54 part 5: selection and construction of electrical equipment.
Chapter 54: earthing and protective conductors
13.33 2000-Electrotechnical regulations. Electrical equipment
-7-707 part 7: requirements for special installations or
spaces.
Section 707: grounding requirements in installations
data-processing equipment
14.33 2030 e-prescriptions. Protection against dangerous
the effects of static electricity
15.33 2160 Electrotechnical regulations. Provisions for the protection of
media management and equipment from hazardous
effects of three-phase HIGH VOLTAGE and HV, EHV
16.33 3505 regulations for electric traction power supply and switching
station
17.33 3510 Electric traction equipment underground
18.33 3516 regulations for overhead line tram
and trolley tracks
19.33 3525 Metro contact line
20.33 3570 electrical devices, cableways and ski lifts
21.33 4000 Electrotechnical regulations. The requirements for durability
the media device against overvoltage and overcurrent
22.34 1050 Electrotechnical regulations. Regulations for the asking
power wiring
23. the provisions of ČSN 34 1390 electrical engineering. The code for the protection of
Lightning
24.34 1500 Electrotechnical regulations. Regulations for electrical
traction devices
25.34 1530 electric traction rail lines
national, regional and industrial
26.34 1540 Electrotechnical regulations. Electric traction
overhead lines
27.34 2040 Electrotechnical regulations. Provisions for the protection of
communication and security management and equipment before
hazardous and interferences of electric traction 25
kV, 50 Hz
28.34 2090 Railway communication equipment
29.34 2100 Electrical regulations. Regulations for above-ground
media management
30.34 2300 regulations for internal wiring of the media leadership
31.34 2600 Electrical railway signalling equipment
32.34 2606 Analyses of safety circuits of the railway
signalling equipment
33.34 2613 Railway signalling equipment. Track circuits
and external conditions for their activities, the operation of
and the use of track circuits
34.34 2614 Railway signalling equipment. Track circuits.
Regulations for designing
35.34 2617 determination and verification of reliability indicators
railway signalling equipment
36.34 2620 regulations for railway station security
device
37. Provisions for railway track 34 2630 security
device
38.34 2640 Railway signalling equipment. Regulations for the
ATC system
39.34 2650 Railway signalling equipment. Level crossing
security device
40.34 2670 Provisions for remote control security
device
41.34 2860 Electrotechnical regulations DIN. Regulations for interference suppression
electrical machinery, apparatus and equipment
42.34 2885 Electrotechnical regulations DIN. Regulations for interference suppression
electric traction
43.34 2895 Electrotechnical regulations DIN. Regulations for interference suppression
telecommunication facilities after a management
44.34 3100 Electrotechnical regulations DIN. Safety regulations
for the operator and work on the electrical system
45.34 3109 Electrotechnical regulations. Safety rules for the
activity on the traction line and near the
Railway rail systems of national, regional
and the sidings
46.35 1530 power semiconductor converter
47.36 0004 artificial light and lighting. General provisions
48.36 0061 lighting of railway areas
49.36 0450 artificial lighting of indoor spaces
50.36 0451 Artificial illumination of industrial spaces
51.37 6605 Connecting electrical equipment of national railways
on electrical wiring
52.37 6750 traction substation for the tram and trolley tracks
53.72 1006 Check ground ramming and sypanin
54.72 1511 aggregates for construction purposes. Basic provisions
55.72 1512 Dense aggregates for construction purposes. Technical
the requirements of the
56.73 0039 Designing objects on undermined areas. Basic
the provisions of the
57.73 2400 implementation and control of concrete structures
58.73 2603 Implementation of steel bridge structures
59.73 4130 Stairs and sloping ramps. Basic provisions
60.73 4959 platform and the platform shelters on the runways
national, regional, and railway sidings
61.73 6201 Projecting bridge structures
62.73 6203 Load bridges
63.73 6205 design of steel bridge structures
64.73 6206 Designing of concrete and reinforced concrete bridge
structures
65.73 6209 load tests of bridges
66.73 6260 Steel floors on bridge structures
railway bridges
67.73 6301 rail Design
68.73 6310 Designing of railway stations
69.73 6334 Fencing and railings on the runways of the national
and regional
70.73 6360-Structural and geometric arrangement of the track
-1 rail and its spatial position
Part 1: Planning
71.73 6360-Structural and geometric arrangement of the track
-2 railway tracks and its spatial position
Part 2: the construction and inspection, operation and maintenance
72.73 6380 railway crossings and crossings
73.73 6388 spatial arrangement of the door above the rails of gauge 1
435 mm and (1 524) 1 520 mm
74.73 6390 Inscriptions of names of stations and stops
75.73 6395 Track tags. Staničníky and milestones. Shapes,
dimensions and location of the
76.73 6405 Designing tram tracks
77.73 6412 Geometric arrangement of the track tram tracks
78.73 6425 Bus, trolley bus and tram stops
79.73 6430 Geometric arrangement of the tracks of the Metro. The track superstructure
Metro
80.73 6949 Drainage of railway lines and stations
81.73 7501 mined underground design objects.
Common provisions
82. The design and implementation of 73 7508 railway tunnels
83.73 7509 Metro gauge
84.73 6311 kolejišť in Designing habitats and the operating control posts
national railways
85.73 6320 Passable slicers on runways nationwide, runways
regional and normal gauge railway sidings
86. EN 457 safety of machinery. Acoustic warning
(83 3291) signals. General requirements, design and testing
method ".
63. Annex 6 is added:
"Č. 6
The content of some of the technical specifications for a track nationwide, runway
regional and siding
And.
The transitoriness of rail vehicles and track load class
1. information on the safe passage capability of rolling stock are among the fundamental
the parameters of the tracks. The parameters of the transitory tracks and the resulting
transitory rolling stock must be systematically and consistently
recorded, tracked and audited.
2. Přechodností means the ability of the rail structure
convert rolling stock after its own design while maintaining
the safety of railway operations.
3. In terms of safe passage capability of railway vehicles (hereinafter referred to as "vehicle")
tracks are classified into classes of load (hereinafter referred to as "the line"),
with vehicle efficiency that characterise the line class is given by:
and their structures,)
b) axle loads,
(c)) mass per unit length of the vehicle,
d) sorting vehicles and way of involvement in the train.
4. the use of track classes is mandatory.
5. the Trails are classified into class A, B1, B2, C2, C3, C4, D2, D3 and
D4 listed in table A1.
Table A1:
+---------------------+---------------------------+
| Dividing limits | Mass per axle |
| track classes | |
+---------------------+------+------+------+------+
| Weight | And | (B) | (C) | (D) |
| the standard metre +------------------------+
| hire | 16 t | 18 t | 20 t | 22 tons |
+---+-----------------+------+------+------+------+
| 1 | 5.0 t/m | And | B1 | | |
+---+-----------------+------+------+------+------+
| 2 | 6.4 t/m | | B2 | C2 | D2 |
+---+-----------------+------+------+------+------+
| 3 | 7.2 t/m | | | C3 | D3 |
+---+-----------------+------+------+------+------+
| 4 | 8.0 t/m | | | C4 | D4 |
+---+-----------------+------+------+------+------+
6. The inclusion of the track to the track of a class is considered a train composed of
vehicles with two two-axle bogies (fig. 1) that correspond to the
arrangement of the axles according to table A2.
Fig. 1: the vehicle with two two-axle bogies
Table A2:
+-------+------------+-------------------+--------+---------+
| Class | Weight | Weight | (c) | (d) |
| | per axle | per unit length | [m] | [m] |
| | [t] | [t/m] | | |
+-------+------------+-------------------+--------+---------+
| And | 16 | 5.0 | 6.20 | 12.80 |
+-------+------------+-------------------+--------+---------+
| B1 | 18 | 5.0 | 7.80 | 14.40 |
+-------+------------+-------------------+--------+---------+
| B2 | 18 | 6.4 | 4.65 | 11.25 |
+-------+------------+-------------------+--------+---------+
| C2 | 20 | 6.4 | 5.90 | 12.50 |
+-------+------------+-------------------+--------+---------+
| C3 | 20 | 7.2 | 4.50 | 11.10 |
+-------+------------+-------------------+--------+---------+
| C4 | 20 | 8.0 | 3.40 | 10.00 |
+-------+------------+-------------------+--------+---------+
| D2 | 22.5 | 6.4 | 7.45 | 14.05 |
+-------+------------+-------------------+--------+---------+
| D3 | 22.5 | 7.2 | 5.90 | 12.50 |
+-------+------------+-------------------+--------+---------+
| D4 | 22.5 | 8.0 | 4.65 | 11.25 |
+-------+------------+-------------------+--------+---------+
7. Track will be added to the appropriate track class, unless it can be
operated by an unlimited number of vehicles with a mass and dimensional
the parameters listed in table A2 for this line class.
8. Vehicle efficiency that characterise the line class and other vehicles
quantifying the value of comparing the biggest bending moments and
shearing forces on the plain of the beam of any distance of the supports when the
load an unlimited number of such vehicles.
(B).
Permissible wear of rail crossings, turnouts, turnout
structures
Each part of the turnouts must comply when operation of railway transport
the following requirements:
1. Výměnová part
and top of the head) of the language may not be reduced against opornici about 5 mm and more in
where is pojížděná opornice from the edge of the active edge to it
the adjacent language of 60-100 mm.
(b)) must not be put Výměnový the conclusion to conclude, if the switches pojížděných
at a speed of 60 km/h and higher the gap between language and the stock in place
the first conclusion is greater than 3.5 mm, and at turnouts lower speed pojížděných
than 60 km/h space greater than 5 mm.
c) clearance between the language and culture of the adjacent stand the backrest shall not be
greater than 5 mm for speed = 90 km in 160
km h-1.
(d)) of the closing devices must be securely to ensure the oil level of the adjacent
the language of the opornici and the distance from the opornice language in a remote place
its largest zoom to opornici must be at least 60 mm.
2. the Srdcovková part
a) to ensure the safe and nonviolent transit vehicle Wheelsets
via srdcovku must be observed in the maximum normal breakup in
relation to frog-přídržnice the following values: U
single and dual frogs L. ... in the range of 1 393 mm to 1
398 mm, and. .... the most 1 356 mm, L = distance of the head
the edges of the přídržnice from the active edge of the wedge of cockles, A = distance
the leading edges of the přídržnice and the corresponding wing Rails (in a double
srdcovce distance of the leading edges of check-rails).
b) Rise over the top of přídržnice height-used rail
exceed the value of 54 mm.
c) Wear the workspaces přídržnice shape (Kn60 and the like
shape) must not be more than 20 mm for < = 90 km/h and 12 mm for >
90 km/h.
In the case that the requirements listed for each part of the turnouts are not
are met, it must be carried out without delay such measures so as not to
the threat to the safety of the operation of railway transport ".
Article II
This Decree shall enter into force on 1 January 2000. October 2000.
Minister:
Ing. Schling in r.