Question group: 1.
Question text:“On what units of rolling stock is the tare weight indicated?”
Answer options:
1. "for all."
Answer options: wrong, uncritical.
2. "on wagons".
Answer options: wrong, uncritical.
3. "on all, except for locomotives and SSPS".
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 7.
Question name: "PTE_Pril No. 5_15_V-1"
Question group: 1.
Question text:“What kind of braking devices should passenger cars and locomotives be equipped with?”
Answer options:
1. "Automatic brakes."
Answer options: wrong, critical.
2. "Pneumatic auto brakes."
Answer options: wrong, critical.
3. "Automatic and electro-pneumatic brakes."
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 15.
Question name: "PTE_Pril No. 5_19_V-1"
Question group: 1.
Question text:“Height of the automatic coupler axle above the level of the rail heads of locomotives, passenger (without passengers) and empty freight cars?”
Answer options:
1. "No more than 1000 mm."
Answer options: wrong, critical.
2. "No more than 1100 mm."
Answer options: wrong, critical.
3. "No more than 1080 mm."
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-2"
Question group: 1.
Question text:"The height of the automatic coupler axle above the level of the rail heads of locomotives and passenger cars with people?"
Answer options:
1. "Not less than 980 mm."
Answer options: correct.
2. "Not less than 960 mm."
Answer options: wrong, critical.
3. "Not less than 950 mm."
Answer options: wrong, critical.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-3"
Question group: 1.
Question text:“Height of the automatic coupler axle above the level of the rail heads of loaded freight wagons?”
Answer options:
1. "Not less than 960 mm."
Answer options: wrong, critical.
2. "Not less than 940 mm."
Answer options: wrong, critical.
3. "Not less than 950 mm."
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-4"
Question group: 1.
Question text:"The height of the automatic coupler axle above the level of the rail heads at the SSRS: in an empty state / in a loaded state?"
Answer options:
1. "Not more than 1100 mm / not less than 960 mm."
Answer options: wrong, critical.
2. "Not more than 1000 mm / not less than 950 mm."
Answer options: wrong, critical.
3. "Not more than 1080 mm / not less than 980 mm."
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-5"
Question group: 1.
Question text:"The difference in height between the longitudinal axes of automatic couplers in a freight train (no more)?"
Answer options:
1. "110 mm".
Answer options: wrong, critical.
2. "100 mm".
Answer options: correct.
Answer options: wrong, critical.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-6"
Question group: 1.
Question text:“Difference in height between the longitudinal axes of automatic couplers between the locomotive and the first loaded wagon of a freight train (no more)?”
Answer options:
1. "120 mm".
Answer options: wrong, critical.
2. "100 mm".
Answer options: wrong, critical.
3. "110 mm".
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-7"
Question group: 1.
Question text:“The difference in height between the longitudinal axes of automatic couplers in a passenger train traveling at a speed of up to 120 km / h (no more)?”
Answer options:
1. "100 mm".
Answer options: wrong, critical.
Answer options: correct.
Answer options: wrong, critical.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-8"
Question group: 1.
Question text:“The difference in height between the longitudinal axes of automatic couplers in a passenger train traveling at a speed of 121 - 140 km / h (no more)?”
Answer options:
Answer options: wrong, critical.
Answer options: wrong, critical.
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 19.
Question name: "PTE_Pril No. 5_19_V-9"
Question group: 1.
Question text:“Difference in height between the longitudinal axes of the automatic couplers between the locomotive and the first car of a passenger train (no more)?”
Answer options:
1. "100 mm".
Answer options: correct.
Answer options: wrong, critical.
Answer options: wrong, critical.
Bottleneck: PTE Appendix No. 5 p. 19.
Question group: 1
Question text:“Which units of the rolling stock should have the payload?”
Answer options:
1. "On freight wagons and SSPS".
Answer options: wrong, critical.
2. "On covered and gondola cars."
Answer options: wrong, critical.
3. "On freight, mail and baggage cars."
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 7.
"Loading capacity must be marked on freight, mail and baggage wagons"
Question name: "PTE_Pril No. 5_7_V212"
Question group: 1.
Question text:“On which rolling stock units should the design speed be indicated?”
Answer options:
1. "On locomotives and SSPS".
Answer options: wrong, uncritical.
2. "On locomotives."
Answer options: wrong, uncritical.
3. "On locomotives, motor-car rolling stock and SSPS".
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 7.
Comments on wrong answers:“on locomotives, multiple unit railway rolling stock and special self-propelled rolling stock, the design speed, series and tail number, name of the place of registration, plates and inscriptions on the examination of tanks, control devices and the boiler must be applied”
Question name: "PTE_Pril No. 5_7_V213"
Question group: 1.
Question text:“On what units of rolling stock is the tare weight indicated?”
Answer options:
1. "for all."
Answer options: wrong, uncritical.
2. "on wagons".
Answer options: wrong, uncritical.
3. "on all, except for locomotives and SSPS".
Answer options: correct.
Bottleneck: PTE Appendix No. 5 p. 7.
Comments on wrong answers:“for each unit of railway rolling stock, the tare weight must be indicated”
Question name: "PTE_pril5_9_V214"
Question group:"1"
Question text: What is not included in the list of equipment for locomotives and multiple unit rolling stock?
Picture to the text of the question:
Answer options:
1. "means of train radio communication"
Answer options: wrong, uncritical.
2. "hands-free devices"
Answer options: correct.
3. "speedometers with registration of set indications"
Answer options: wrong, uncritical.
4. "locomotive devices for automatic locomotive signaling"
Answer options: wrong, uncritical.
5. "safety devices"
Answer options: wrong, uncritical.
Bottleneck:“PTE Chapter App.5. point 9"
Commentary on incorrect answers:“the list of equipment for locomotives and multiple unit rolling stock does not include a public address system”
PTE Annex No. 6. Organization of train traffic in railway transport
Question name: "PTE_pril6_1_V215"
Question group:"1"
Question text: "What is the basis for organizing the movement of trains within the same infrastructure?"
Answer options:
1. "Consolidated train schedule"
Answer options: correct.
2. "Instruction for the movement of trains"
Answer options: wrong, uncritical.
3. "Instruction for signaling"
Answer options: wrong, uncritical.
Bottleneck:“PTE appendix.6. paragraph 1"
FEDERAL AGENCY
FOR TECHNICAL REGULATION AND METROLOGY
Foreword
The goals and principles of standardization in the Russian Federation are established by the Federal Law of December 27, 2002 No. 184-FZ "On Technical Regulation", and the rules for the application of national standards of the Russian Federation - GOST R 1.0-2004 "Standardization in the Russian Federation. Basic Provisions»
About the standard
1 PREPARED by the Open Joint Stock Company "Scientific Research and Design and Technological Institute of Rolling Stock" (OJSC "VNIKTI")
2 INTRODUCED by the Technical Committee for Standardization TC 236 "Diesel Locomotives and Track Machines"
3 APPROVED AND INTRODUCED BY Order No. 457-st of December 18, 2008 of the Federal Agency for Technical Regulation and Metrology
4 This standard is modified in relation to the European standard EN 12663:2000 “Rail transport. Requirements for the strength of railway rolling stock bodies (EN 12663:2000 “Railway applications - Structural requirements of railway vehicle bodies”) by introducing technical deviations, the explanation of which is given in the introduction to this standard.
The name of this standard has been changed relative to the specified European standard to bring it into line with GOST R 1.5-2004 (clause 3.5)
A comparison of the structure of this standard with that of this European Standard is given in the appendix.
5 INTRODUCED FOR THE FIRST TIME
Information about changes to this standard is published in the annually published information index "National Standards", and the text of changes and amendments - in the monthly published information indexes "National Standards". In case of revision (replacement) or cancellation of this standard, a corresponding notice will be published in the monthly published information index "National Standards". Relevant information, notification and texts are also posted in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet
Introduction
This standard has the following main differences from the European standard EN 12663:2000:
The scope of the standard has been specified;
A classification of rolling stock has been introduced that more fully corresponds to the types of rolling stock operated on the Russian railway network, namely: passenger cars and locomotives are assigned to different categories, locomotives, in turn, are divided into categories, categories for special rolling stock (SPS) are introduced and etc.;
Since the Russian Federation has detailed regulatory documents for assessing the strength of various categories of rolling stock, this standard provides only the basic requirements for loads and provides links to the relevant regulatory documents;
In addition, some words have been changed and phrases have been added that more accurately reveal the meaning of some provisions of this standard. These changes are highlighted in italics in the text.
The standard does not establish any specific calculation methods so as not to limit the developer and customer in the use of modern calculation methods and experiments.
The standard defines the minimum requirements for the strength of the main frames and bodies, ensuring the reliable and safe operation of the railway vehicle during the entire service life.
GOST R 53076-2008
(EN 12663:2000)
NATIONAL STANDARD OF THE RUSSIAN FEDERATION
Introduction date - 2009-07-01
1 area of use
This standard establishes general requirements for the assessment of strength during the development and putting into production of the supporting structures of the underframes of the 1520 mm gauge railway rolling stock, namely: the main frames and bodies.
2 Terms and definitions
In this standard, the following terms are used with their respective definitions.
2.1 main frame, body: The set of nodes that are placed on bogies or wheelsets, bearing the main loads operating per unit of rolling stock in operation.
Notes
1 The body is taken into account in the assessment of strength if it is included in the system for absorbing external loads.
2 The main frame or body also includes units attached to them that directly ensure their strength and rigidity. Installed mechanical or other equipment is not considered an integral part of the main frame or body, unlike the elements to which they are attached.
2.2 customer: An organization that is responsible for defining the technical requirements for rolling stock taking into account the conditions necessary for its acceptance and operation in the expected operating modes.
2.3 developer: The organization responsible for the development rolling stock, meeting the requirements of the customer.
2.4 weight main frame or bodies in a state of readiness for operation T 1 : Weight main frame or bodies, the mass of the equipment mounted in them, the full working supply of water, sand, fuel, food, etc., as well as the total mass of the attendants.
2.5 maximum transported mass t 2 : Mass determined depending on the type rolling stock units.
Notes
1 For passenger cars, it depends on the number of places for passengers to sit or lie down and the number of passengers per floor area unit in the areas for standing passengers. These values are set by the customer in accordance with current regulations. and rules.
2 Maximum transported mass for freight wagons, it is determined by the customer, based on the purpose of the wagons, taking into account the current norms and rules.
2.6 coordinate system: Right coordinate system used in calculations(see figure).
Figure 1 - Coordinate system rolling stock units
3 General requirements
- norms for calculation and design of wagons;
- norms of strength of the undercarriage of locomotives;
- strength standards for the undercarriage of a motor-car rolling stock;
- norms of strength of metal structures of track machines.
3.2 When designing the main frames and bodies, they must be designed for strength and rigidity in such a way that the following requirements are met within the limits of normalized loads:
- in the structural elements should not occur destruction during the entire service life;
- the frequencies of natural oscillations of the elements should not coincide with the main oscillation frequencies of the entire crew on spring suspension or approach them;
- in the structural elements, residual deformations should not occur during the entire service life.
In calculations, the right coordinate system is used (see figure).
4 Classification of rolling stock
Rolling stock is classified into the following categories:
- locomotives:
main cargo (L-1),
main passenger (L-2),
shunting and export (L-3),
industrial (L-4);
- wagons:
freight wagons:
wagons subjected to descent from marshalling yards (B-1),
wagons that are not subject to descent from marshalling yards (B-2),
passenger cars (B-3);
- motor-car rolling stock:
electric trains (M-1),
diesel trains (M-2),
railcars (M-3);
- special rolling stock:
ATP transported as part of freight trains without restriction (С-1);
Self-propelled SPS, transported by a separate locomotive, as part of short utility trains or at the tail of freight trains that do not have a pusher locomotive(S-2).
Notes
1 A short utility train is considered to be a train with a mass not exceeding 1000 tons and a length of up to 400 m.
2 In the case when a rolling stock unit is not included in any of the categories listed in this section, the criteria for its calculation are established by the customer based on the requirements set forth in this standard.
5 Rules for taking into account the main loads in the design
5.1 General design requirements
5.1.1 Nominal static and dynamic loads for certain categories of rolling stock are minimal. At the request of the customer, the load can be increased. In some cases, the loads can be reduced by agreement between the developer and the customer, if there is an appropriate justification.
Except for the loading cases given in- , the designer must ensure the safe perception of loads caused by the operation of mechanisms and equipment installed on the main frame or in the body.
5.2.1 The nominal values of longitudinal forces applied along the axes of automatic couplers for different categories of locomotives, multiple unit rolling stock and wagons are given in the table.
Table 1
Force in meganewtons
|
The value of the indicator for |
||||||||||
|
locomotive |
|
wagon |
||||||||
|
L-1 |
L-2 |
L-3 |
L-4 |
M-1 |
M-2 |
M-3 |
IN 1 |
AT 2 |
AT 3 |
|
|
Longitudinal force |
±2.5 |
±2.0 |
±2.5 |
±2.0 |
-2,0 |
-1,5 |
-1,5 |
+ 2,5 |
+ 2,0 |
+ 2,0 |
|
* For two-axle railcars -1.0 (-1.5). Notes - compression. 2 In parentheses are the values for the cantilever part of the head cars. |
||||||||||
The values of forces for SPS are given in the table.
5.2.2 The rolling stock intended for operation on international lines (with access to the 1435 mm gauge) is additionally calculated on the forces of interaction with the rolling stock equipped with buffers. Load values are taken in accordance with the Norms for the calculation and design of wagons.
Table 2
Force in meganewtons
|
The value of the indicator for the SPS category |
|||||
|
C-1 |
S-2 mass |
||||
|
Blow, jerk |
up to 30 t |
from 30 to 70 tons |
from 70 to 100 tons |
||
|
Longitudinal force |
+ 2,0 |
+ 2,5 |
±2 |
±1.0 |
+ 1,0 |
|
* SPS equipped with class 12 and 13 draft gear. Notes 1 Sign "+" corresponds to stretching, "-" - compression. 2 t- mass of a unit of ATP, t. 3g- free fall acceleration, m/s 2 . |
|||||
In order to ensure the passive safety of the locomotive crew in the event of an emergency collision of the locomotive with an obstacle, the driver's cab must be calculated on the perception of longitudinal compression forces applied to the window sill of the driver's cab. The values of the longitudinal forces are given in the table.
Table 3
Force in meganewtons
|
The value of the indicator for |
|||
|
locomotive |
motor-car rolling stock |
||
|
L-1, L-2, L-3 |
L-4 |
||
|
Longitudinal force |
0,3 |
- |
0,3 |
|
Note- Except for bonnet-type rolling stock or with a driver's cab located in the middle of the main frame or body. |
|||
Vertical static loads are determined in accordance with the category of rolling stock. They include:
- dead weight of the main frame or body;
- the mass of the installed equipment and the total supply of fuel, lubricants, sand and other operating materials, as well as the mass of the service personnel;
- the maximum weight of cargo or passengers carried. Approximate weight for passengers in train cars:
Long-distance - 100 kg per passenger, including his luggage;
Suburban traffic - 70 kg per passenger.
Approximate number of passengers in areas intended for standing passengers in train cars:
Long-distance - 2 - 4 passengers per 1 m 2 floor area;
- suburban communication - 5, 6 passengers per 1 m 2 floor area.
5.5 Extreme loads
Extreme loads occur when rolling out a wheel pair (for bogieless vehicles), raising the main frame or body on jacks, emergency lifting of the main frame or body with bogies by the front beam or automatic coupler, lifting a rolling stock unit by crane during loading.
The combination of static loads is taken in accordance with the table.
Table 4
Force in meganewtons
|
Locomotives and SPS |
Wagons and multiple unit rolling stock |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
According to 5.2 and 10 -3 g × m 1 |
Dynamic and quasi-static loads arising from the movement of a rolling stock unit include: - vertical dynamic loads arising from the movement of a rolling stock unit along a railway track of excellent or good condition at design speed; - horizontal dynamic and quasi-static loads that occur when driving in straight and curved sections of the track; - longitudinal loads arising from the longitudinal dynamics of the train, traction and braking forces, including in trains of increased mass and length. For ATP, additionally take into account the loads transmitted to the main frame or body from the working bodies during the performance of work operations. 6 Material requirements6.1 Static strength The strength characteristics of materials must comply with the minimum values of the yield strength and strength specified in the relevant regulatory documents. In the absence of such data, it is necessary to conduct tests to determine them. 6.2 Fatigue strength The fatigue limits for steels should generally be determined from 5-10 6 to 10-10 6 cycles. For durability calculations, it is necessary to have data not only on the endurance limit, but also on the slope of the left side of the fatigue curve. In the absence of such data, it is necessary to conduct tests to determine them. 7 Rules for strength testing7.1 General requirements 7.1.1 Strength tests are carried out to verify that the strength of the main frame or body conforms to the requirements of this standard and the regulations listed in . 7.1.2 Tests or part of them can be omitted if there are relevant data obtained from tests of similar structures and adjusted by calculation in relation to the parameters of the structure being evaluated. 7.1.3 The scope of the tests to be carried out must be agreed between the customer and the developer. 7.2 Static tests 7.2.1 Longitudinal load tests are carried out in accordance with,. Such tests are carried out on test benches. 7.2.2 Vertical load tests - in According to . Loading with the mass of installed equipment for locomotives and SPS should be carried out using measured weights on a free main frame or body before the assembly of the rolling stock unit. 7.3 Dynamic tests 7.3.1. Fatigue testing of individual components of the main frame or bodywork is carried out as necessary. Such tests are carried out on test benches. 7.3.2 Running dynamic tests are carried out during the movement of a rolling stock unit in operational conditions on a special range or along a representative section of the track. 7.3.3 For ATP, additional strength tests are carried out in operating mode. 7.4 Impact tests To assess the strength of the main frame or body under the impact loads specified in the regulations listed in, by agreement between the customer and the developer, it is allowed to carry out impact tests. Annex A
| |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
Structure of the European standard EN 12663:2000 |
Structure of this standard |
||||||
|
Chapter |
Subsection |
Paragraph |
Subparagraph |
Chapter |
Subsection |
Paragraph |
Subparagraph |
"...Unit of railway rolling stock: a separate object of railway rolling stock.
Note - Separate objects of railway rolling stock are locomotives, wagons, railcars, electric and diesel trains (or sections thereof), rail buses, motor locomotives, railcars, track machines on a railway track ... "
Source:
"LIFE CYCLE OF RAILWAY ROLLING STOCK. TERMS AND DEFINITIONS. GOST R 52944-2008"
(approved by Order of Rostekhregulirovaniya of 06.08.2008 N 152-st)
Official terminology. Akademik.ru. 2012 .
See what a "Unit of railway rolling stock" is in other dictionaries:
unit of railway rolling stock- A separate object of railway rolling stock. Note Separate objects of railway rolling stock are locomotives, wagons, railcars, electric and diesel trains (or their sections), rail buses, motor locomotives, railcars, ... ...
unit of railway rolling stock- 5 unit of railway rolling stock: Separate object of railway rolling stock. Note Separate objects of railway rolling stock are locomotives, wagons, railcars, electric and diesel trains (or their ... ...
removable unit of railway rolling stock- 14 removable unit of railway rolling stock: A unit of railway rolling stock, including a trolley, a repair tower on electrified sections, a traveling car, a track measuring, flaw detection and other trolley, ... ... Dictionary-reference book of terms of normative and technical documentation
GOST R 52944-2008: Life cycle of railway rolling stock. Terms and Definitions- Terminology GOST R 52944 2008: Life cycle of railway rolling stock. Terms and definitions original document: 29 life cycle cost analysis (railway rolling stock): Ranking the elements of life cycle cost ... ... Dictionary-reference book of terms of normative and technical documentation
9 availability factor of railway rolling stock: The probability that a unit of railway rolling stock will be in working condition at an arbitrary point in time, except for the planned periods during which it ... ... Dictionary-reference book of terms of normative and technical documentation
Availability ratio of railway rolling stock: the probability that a unit of railway rolling stock will be in working condition at an arbitrary point in time, except for the planned periods during which it ... ... Official terminology
railway rolling stock readiness factor- The probability that a unit of railway rolling stock will be in working condition at an arbitrary point in time, except for planned periods during which its intended use is not provided. [GOST R 52944 ... Technical Translator's Handbook
GOST R 53341-2009: Operation, maintenance and repair of railway rolling stock. Terms and Definitions- Terminology GOST R 53341 2009: Operation, maintenance and repair of railway rolling stock. Terms and definitions original document: 53 architectural supervision during the operation and repair of railway rolling stock: ... ... Dictionary-reference book of terms of normative and technical documentation
GOST R 54749-2011: Coupling and automatic coupler of railway rolling stock. Technical requirements and acceptance rules- Terminology GOST R 54749 2011: Coupling and automatic coupler of railway rolling stock. Technical requirements and acceptance rules original document: 3.1 automatic coupler: An assembly unit of an automatic coupler, consisting of a body and ... ... Dictionary-reference book of terms of normative and technical documentation
GOST 22703-2012: Cast parts for coupling and automatic couplers of railway rolling stock. General specifications- Terminology GOST 22703 2012: Cast parts for coupling and automatic couplers of railway rolling stock. General technical conditions original document: 3.1 coupler: An assembly unit of an coupler, consisting of a body and ... ... Dictionary-reference book of terms of normative and technical documentation
Date and place of performance of the specified types of repair?
3. At what speed is a train following the wrong track according to ALSN signals accepted onto the main track of the station, which is a continuation of the same main track that the train followed along the haul?
4. Who allows the movement of working households. trains and cars from track to track or to another area of the station?
5. Which of the following options corresponds to the railing of the tail of the train?
Ticket number 45
1. Who is responsible for the maintenance and good technical condition of structures and devices of railway transport with the provision of their service life established by regulatory and technical documentation?
2. On what units of the rolling stock should the carrying capacity be indicated?
3. With whom should the DSP agree on the right to occupy the haul before the train leaves for a single-track haul, on the wrong track of a double-track haul or on one of the tracks of a multi-track haul equipped with a two-way AB with single-track traffic rules, as well as on the wrong path of a double-track haul on ALSN?
4. Who disconnects and connects the brake hoses during manoeuvres?
5. Night. You need to determine which train is approaching you
Ticket number 46
1. According to the general requirement of the PTE, what are the highest established speeds for passenger, refrigerated and freight trains to be ensured by the structures and devices of the railway infrastructure?
2. On which rolling stock units should the design speed be indicated?
3. If there is a group output (route) traffic light, the route indicator of the departure route is faulty (in green numbers). How to send a train?
4. Is it allowed to move wagons manually?
5. Dark time of the day. shunting locomotive. Radio communication with the driver is faulty. The compiler is facing the locomotive (the figure shows the view of the hand-held signal lamp from the side of the driver). Which of the options for giving hand signals should be used in order for the locomotive to move towards the originator?
Ticket number 47
1. What are the maximum speeds of high-speed and high-speed passenger trains provided for the implementation of the requirements for structures and devices?
2. Which rolling stock units should have technical passports?
3. The lead locomotive of the train is located behind the output (route) traffic light with a permissive indication, the driver does not see him. What should the chipboard do to send the train?
4. Who can manage station maneuvers?
Ticket number 48
1. What is the maximum speed of movement of freight trains provided that structures and devices are brought into line with the rules and regulations?
2. Which rolling stock units must be equipped with safety devices?
3. The train must follow the station without stopping. Along the route, there are route and exit traffic lights, both are open, in front of both there are repeater traffic lights. The repeating traffic light of the exit green light does not light up (remains extinguished). What and when should the chipboard do?
4. Who is the leader of the maneuvers (generally)?
5. Poor visibility (fog). What warning signal should the driver of an arriving train give with a locomotive whistle?
Ticket number 49
1. What requirements must satisfy the structures and devices of railway transport from the railway junction station to the territory of industrial enterprises?
2. In what cases is it allowed to put into operation a rolling stock with a crack in the wheel disk?
3. What permission should the DSP issue to the driver of the pushing locomotive or the manager of the work of the utility train to return from the haul to the station of departure (the haul does not close) in case of a malfunction or absence of the wand key of the haul (of this haul path?
4. Responsibilities of the leader of the maneuvers.
5. What signal should the driver give with the whistle of the locomotive?
Ticket number 50
1. What should be the distance between the axes of the tracks on double-track hauls on straight sections?
2. What kind of braking devices should passenger cars and locomotives be equipped with?
3. A double-track haul with a one-way AB on each track is equipped with devices for the movement of trains along the wrong track according to ALSN signals. It is required to send an utility train to unload the materials of the superstructure of the track along the wrong haul track with a return back (without closing the track for traffic). What permits will the train follow to the place of work and back?
4. Who should be familiar with the plan for the upcoming shunting work?
5. PDB discovered a broken rail on the 2nd main track, has a wind horn with him. What sound signal should he give in the situation shown in the figure?
Ticket number 51
1. What should be the distance between the axes of the second and third tracks on a 3-track and 4-track line on straight sections of the track?
2. What should automatic brakes provide?
3. An economic train consisting of three units of a special self-propelled rolling stock (SSPS) is sent to the haul, with their separation on the haul and returning back. On the basis of what permission will these mobile units go back to the station of departure?
4. What should the leader of the maneuvers make sure of before starting the maneuvers?
Ticket number 52
1. What should be the distance between the axes of adjacent tracks at stations on straight sections?
2. Maximum height of the automatic coupler axle above the level of the rail heads for locomotives, passenger (without passengers) and empty freight cars?
3. Which document testifies to the reliability of shunting track circuits by a mobile unit of the SSRS?
4. In what ways can the head of maneuvers send requests (tasks) for the preparation of shunting routes?
5.Which of the signals shown in the figure are around the clock?
Ticket number 53
1. What should be the distance between the axes of adjacent secondary tracks and tracks of cargo areas at stations?
2. Minimum height of the automatic coupler axle above the level of the rail heads for locomotives and passenger cars with people?
3. What permissions can the chipboard give to the driver to send train No. 23 to the correct 1st track of a double-track haul with a one-way AB with a prohibitory indication of the exit traffic light?
4. Where should the head of maneuvers be located during the movements of shunting trains?
Ticket number 54
1. What is the minimum distance allowed between the axes of the main tracks when they are located as the last ones at the station?
2. What is the maximum height of the automatic coupler axle above the level of the rail heads for loaded freight wagons?
3. Which of the following permits can the DSP issue to the driver to send train No. 000 to the wrong 2nd track of a double-track haul with a two-way AB on each track under double-track rules with a prohibitive indication of the exit traffic light?
4. In what cases should the visibility of the hand signals given by the driver or his assistant be ensured?
5. What is the purpose of the HM1 traffic light in the situation shown in the diagram?
Ticket number 55
1. What is the minimum distance allowed between the axes of the tracks intended for transshipment of goods and containers from wagon to wagon?
2.Maximum height of the automatic coupler axle above the level of the rail heads at the SSPS: in an empty state?
3. By what permissions can train No. 42 be sent along the wrong 1st main track of a double-track haul equipped with AB and devices for trains to move along the wrong track according to ALSN signals, if it is impossible to open the exit traffic light due to a malfunction?
4. What should the head of the maneuvers follow when the train moves forward by cars?
5. What is the purpose of the HM1 traffic light in the situation shown in the diagram?
Ticket number 56
1. At what distance from the outer edge of the edge rail head can loads be located with their height up to 1200 mm?
2. Difference in height between the longitudinal axes of automatic couplers in a freight train (no more)?
3. What is required from the chipboard to send a train to a single-track run or to the wrong track of a double-track run with a two-way auto-lock when the exit traffic light is forbidding?
4. Is it allowed to pass the rolling stock along the cut arrow during maneuvers?
5. Select the correct indication of the input traffic light "ND"
Ticket number 57
1. At what distance from the outer edge of the edge rail head can loads be located if their height is more than 1200 mm?
2. Difference in height between the longitudinal axes of automatic couplers between the locomotive and the first loaded wagon of a freight train (no more)?
3. A train has been sent from the station. The time required to pass the first block section has expired, but the section continues to show busy. Attempts by the DSP to find out the actual freeness of the block section (by radio communication and other methods) do not give a result. How long does it take for the chipboard to send the next train if the exit traffic light is forbidding?
4. Is it allowed to leave cars without a locomotive for a short time during shunting work without securing them?
Ticket number 58
1. The height of high and low passenger and cargo platforms from the level of the top of rail heads located in straight sections of railway lines with mixed traffic of passenger and freight trains
2. Difference in height between the longitudinal axes of automatic couplers in a passenger train moving at a speed of up to 120 km/h (no more)?
3. By what permissions can a train departing from the station for a single-track haul with a two-way AB follow a blocking traffic light with a prohibitory indication?
4. Who is responsible for the reliability of the adhesion of cars in the shunting train?
5. With what speed can the train follow the input traffic light "H"?
Ticket number 59
1. Distance from the axis of the railway track to high and low passenger and freight platforms located in straight sections of railway lines with mixed traffic of passenger and freight trains
2. Difference in height between the longitudinal axes of automatic couplers in a passenger train moving at a speed of km/h (no more)?
3. The train left the station with a prohibitory indication of the exit traffic light. From what moment and under what condition can the driver start to be guided by the signals of the locomotive traffic light (indicate the earliest moment in time according to the IDP)?
4. Duties of the locomotive crew during the production of maneuvers.
5. Primary actions of the EAF in a given situation
Ticket number 60
1. Where should recovery and fire trains be in constant readiness?
2. Difference in height between the longitudinal axes of automatic couplers between the locomotive and the first car of a passenger train (no more)?
3. At the exit traffic light, the route direction indicator (white) is faulty. What should the chipboard do to send the train?
4. In what cases can the driver start shunting movements of the wagons forward?
5. On the stretch A - B, two-way auto-blocking. What is the maximum speed of a single electric locomotive on the I-th main track?
Ticket number 61
1. Who determines the frequency of the commission inspection of turnouts, main and receiving and departure tracks of railway stations, the timing and measures to eliminate the detected malfunctions, as well as the procedure for recording the results of the inspection?
2. Difference in height between the longitudinal axes of automatic couplers between a locomotive and a unit of special rolling stock (no more)?
3. In case of a false occupancy of the stage, on the order of the DSC, the direction of movement along the AB was changed using auxiliary buttons. The rest of the signaling devices are working normally. Is it possible and under what conditions to send a train at an open exit traffic light?
4. What guides the driver of a single locomotive during shunting movements along the station tracks if the head of the maneuvers is on the locomotive?
5. Which traffic lights should not be used with an invitation signal, and should not be installed on them?
Ticket number 62
1. How is the production of repair and construction and work on the railway. e. ways, artificial structures, contact network, signaling and technological telecommunication devices without disrupting the train schedule?
2. Who is responsible for the technical condition of automatic couplers and the correct coupling of wagons in a train before departure at railway stations?
3. There is no telephone and radio communication between the DSP of stations A and B, as well as with the train dispatcher (suddenly interrupted). The line between A and B is single-track with two-way automatic blocking. The direction of auto-blocking is set from B to A. Station B has train No. 000 for departure to station A. The section and block sections of removal on the scoreboard of station B show free. How to send a train?
4. Under what condition is it allowed to skip the locomotive (shunting train) on the track from which the passenger train departs?
5. The passenger train has a stop at the station according to the schedule for embarkation and disembarkation of passengers. What can prevent the driver of a passenger train from immediately fulfilling the requirement of a green light at the exit traffic light - to leave the station?
Ticket number 63
2. Who is responsible for the correct coupling of the locomotive with the first car of the train?
3. There is no telephone and radio communication between the DSP of stations A and B, as well as with the train dispatcher (suddenly interrupted). The line between A and B is single-track with two-way automatic blocking. The direction of auto-blocking is set from B to A. Station A has train No. 000 for departure to station B. The section and block sections of removal on the scoreboard of station A show free. How to send a train?
4. Maneuvers on non-centralized arrows. The duty officer of the turnout gave a signal that the route was ready. The composition is set in motion by wagons forward. An arrow cut occurs. Who is responsible under the PID?
5. During the parking of a passenger train at the station, the conductor of the car eliminated the malfunction of the generator drive belt. The work was carried out under the supervision of the mechanic-foreman of the train, who fully fulfilled his duties provided for this case. When starting the train for departure, the conductor was seriously injured. As a result of what and through whose fault was the conductor injured?
Ticket number 64
1. With whom and what type of communication must the manager of works on the stage establish without fail, during the performance of work that causes a break in the movement of trains (including during technological windows)?
2. In what cases is it allowed to issue a train for locomotives that have exhausted their service life?
3. In case of what malfunctions of signaling devices should the auto-lock operation be terminated?
4. Can automatic brakes be used to secure the train?
Ticket number 65
1. In what cases is it forbidden to start repair work?
2. What should be checked during the maintenance of locomotives, multiple units and special self-propelled rolling stock?
3. The procedure for the DSP when it receives a message about the detection of a malfunction of the auto-lock, in accordance with the PID
4. In what cases, according to the IDP, should the wagons (trains) be secured with the obligatory rolling of the wheels on the brake shoes?
5. Select the correct indication of the exit traffic light "Ch2"
Ticket number 66
1. In what cases can work be carried out in the absence of communication between the work manager and the signalers?
2. In what cases can a locomotive be released in the event of a malfunction of fire extinguishing equipment?
3. Under what train conditions can a train dispatcher send an order to restore the auto-blocking action along the correct double-track track (indicate the earliest moment after the AB malfunction has been eliminated)?
4. On which station tracks is it not allowed to leave trains without a locomotive?
5. On the stretch A - G - two-way auto-lock. On the stretch A - B, the movement of trains is carried out on the right track according to the auto-blocking signals (AB), and on the wrong track - according to the signals of locomotive traffic lights (ALSN). Where does train number 000 leave from station A?
Ticket number 67
1. With whom must the performance of work requiring fencing with stop or speed reduction signals be agreed upon in areas equipped with dispatcher centralization?
2. What is the frequency of commission inspection of locomotives and multiple unit rolling stock during year-round operation?
3. Permission to follow which traffic lights with a prohibitory indication located at the station is a travel note f. DU-50 issued to the driver of the departing train after the termination of the auto-lock?
4. The station track is not isolated from the exit of the rolling stock to the haul and (or) train routes. Maneuvers are made with the setting of the locomotive from the side of the descent. Is it required to include autobrakes in a shunting train and under what circumstances?
5. On the stretch A-G - two-way auto-lock. On the stretch A-B, the movement of trains is carried out on the right track according to the automatic blocking signals (AB), and on the wrong track - according to the signals of locomotive traffic lights (ALSN). Where does train number 000 leave from station A?
Ticket number 68
1. On what basis is the closing and opening of a stage or public railway tracks made?
2. What is the guarantee section for passenger trains?
3. The train follows double traction and with a pusher for the entire haul. Which locomotive drivers are issued with written permissions upon departure?
4. On what grounds does a station worker have the right to fix a train or remove the fixing on the receiving and departure track of the station?
5. Specify the traffic lights, the indications of which correspond to the indication of the locomotive traffic light
Ticket number 69
1. What are the requirements for the areas of circulation of passenger trains with speeds over 140 km/h?
3.Single-track haul with two-way auto-blocking. The train dispatcher connection is interrupted, the inter-station train connection between stations A and B is operational. Station A has train No. 000 for departure, but the auto-blocking direction is set from B to A, and it was impossible to change it with the buttons of the main and auxiliary modes due to a malfunction. Specify the procedure for the exchange of train telephone messages between the DSP stations A and B to establish the movement of trains along the TSS.
4. What is the normative act that establishes the maximum permissible speeds for shunting work (on the railway network)?
5. Choose the correct version of the traffic light reading of the letters "2"
Ticket number 70
1. What should the structures and devices on hauls and railway stations correspond to at speeds of more than 200 km / h?
2. What points are separate points when trains move on single-track sections of the track?
3. What is the permission for the train to occupy the first block section?
4. Which document establishes a specific procedure for performing maneuvers at stations that have hump devices for sorting wagons?
Ticket number 70
Ticket number 71
1. What way is laid to be laid on the railway line on which the movement of passenger trains with speeds of more than 140 km / h is carried out?
2. What are the boundaries of a separate point on electrified single-track sections?
3. At what malfunctions of ALSN should the action of ALSN be terminated?
4. Which wagons, when on the marshalling tracks, should be protected from the side of the hill with guard brake shoes?
Ticket number 72
1. Where should railway line railings be installed in the areas of passenger trains with speeds over 160 km/h?
3. In case of false employment of how many block sections in a row, the operation of automatic locomotive signaling (ALSO) as an independent means of signaling and communication ceases?
4. What kind of rolling stock can be passed through the marshalling yard only with a shunting locomotive?
5. At what speed should the driver drive the train to the first traffic light?
Ticket number 73
1. What should be equipped with platforms located near public railways, on which passenger trains pass at a speed of more than 200 km / h?
2. What is the fundamental difference between establishing the boundaries of a separate point on double-track sections from single-track sections?
3. What is the main means of signaling and communication in areas equipped with dispatch signaling (DC)?
4. What kind of rolling stock is not allowed to pass through the marshalling yards?
5. With what maximum speed is the train driver allowed to follow the through traffic light?
Ticket number 74
1. On what routes is it allowed for passenger trains to travel at a speed of more than 140 km/h with a through pass?
3. What station devices can the train dispatcher transfer to the reserve and local control?
4. The speed of connection of cuts from 12 and 5-car refrigerated sections with cars standing on the underhill tracks during the dissolution from the hill, no more?
5. With what maximum speed can the train go from position 3 to the through traffic light letter 5?
Ticket number 75
1. In what cases is it allowed to move passenger trains at speeds of more than 200 km / h along sections where railway lines intersect at the same level with highways, tram and trolleybus lines?
2. Which railroad tracks should be numbered?
3. In what order is the reception, departure of trains and shunting work at the station transferred to the DNC for reserve management?
4. At what distance from the rail joint is it forbidden to install brake shoes for braking cuts?
5. In the event of a malfunction of which traffic lights, a permit on a green form f. can not be used. DU-54 with the completion of paragraph 1?
Ticket number 76
1. What should the infrastructure and rolling stock be equipped with in the areas of passenger trains with speeds over 200 km/h?
2. What regulates the technical and administrative act (TRA) of the station?
3. What is a permit for the departure of utility trains with work on a haul equipped with a DC?
4. Where is it forbidden to install brake shoes for braking cuts?
4. What traffic lights, in case of their malfunction, can the train follow the procedure established by paragraphs 30, 32, 34 of Appendix 9 of the IDP (acceptance of trains with prohibitive traffic lights)?
Ticket number 77
1. What are the conditions of the longitudinal profile for the location of railway stations, sidings and passing points are normal?
2. For which employees is the procedure established by TRA obligatory?
3. What is a permit for the departure of recovery trains with work on a haul equipped with a DC?
4. The procedure for the departure of the shunting train beyond the border of the station along the correct path of the double-track haul.
5. Choose the Right Fencing Option
Ticket number 78
1. Permissible slope for the location of railway stations, sidings and passing points in difficult topographic design conditions?
2. Which arrows of electrical interlocking should be in the normal position, in which they should be set automatically, and in the absence of auto-return devices or their malfunction, should they be transferred to this position by the chipboard (DNC)?
3. In what cases, during the DC, the arrows during maneuvers can be transferred by the compiler of trains, the chief conductor and another employee in accordance with local instructions?
4. The order of departure of the shunting train outside the border of the station on a single-track stage or on the wrong path of a double-track section in case of two-way automatic blocking?
5. At what distance from the signal sign "Beginning of a dangerous place" should a yellow shield be installed in this situation?
Ticket number 79
1. What is the main condition under which it is allowed to design sidings, passing points and intermediate stations of longitudinal and semi-longitudinal types in especially difficult topographic conditions on slopes steeper than 0.0025 within the station site?
2. What is the normal position established by the PTE for the entrance non-centralized switches located on the main tracks of the stations of single-track lines?
3. In what order should the switches be switched in case of false employment of the corresponding isolated switch section at the station included in the DC section?
4. The procedure for the departure of the shunting train outside the border of the station for a single-track stage with semi-automatic blocking?
Ticket number 80
1. Which of the essential requirements of the PTE applies both to stationary devices for securing cars, and to safety dead ends, guard switches, dropping shoes, dropping wits, dropping arrows?
2. What is the normal position established by the PTE for non-centralized switches located on the main tracks of stations of double-track lines?
3. What should a train dispatcher do in case of a malfunction of the automatic blocking on a section included in the DC section?
4. The procedure for the departure of the shunting train outside the station for a single-track stage with an electric wand system?
5. Choose the right option to fence obstacles in the way
Ticket number 81
1. In curves of what radii is the location of stations, sidings, passing points, individual parks and exhaust tracks of stations in difficult topographic conditions allowed?
2. In what cases is it not necessary to set the hands to the normal position?
3. The order of action of the DNC upon receipt of information about the operation of the UKSPS.
4. Types of written warnings
5. Choose the right option to fence obstacles in the way
Ticket number 82
1. Periodicity of scheduled inspections of the longitudinal profiles of station tracks (except for marshalling yards, underhill tracks and profiled hoods)?
2. In charge of which employees is the point of control of arrows and signals?
3. Permissive indications of which traffic lights can serve as permission for the driver to occupy hauls with semi-automatic blocking (PAB)?
4. For how long can a road foreman (PD) apply for issuance of warnings in connection with the production of planned works?
5. Choose the right option to fence obstacles in the way
Ticket number 83
1. Periodicity of scheduled inspections of the longitudinal profiles of hump yards, underhill tracks and profiled hoods?
2. Who translates the centralized arrows when preparing a route for receiving and departing trains?
3.Single track between stations A and B, equipped with a PAB. A train has departed from station A. What should the chipboard of station A receive in order to open the exit traffic light for the next passing train to station B?
4. For how long can the heads of signaling and communication distances apply for issuing warnings in connection with the performance of the foreseen work?
5. Choose the right option to fence obstacles in the way
Ticket number 84
1. The nominal size of the gauge between the inner edges of the rail heads on straight sections of the track and on curves with a radius of 350 m or more?
2. Which of the employees should keep the keys to non-centralized switches locked in the routes of reception and departure of trains that are not equipped with a key dependency?
3.Double-track haul equipped with PAB. At station A, the chipboard opened the exit traffic light for the train to depart for station B on the right track, and then blocked it due to the train not being ready for departure. What actions should be taken by the chipboard of station A?
4. For what period can the head of the railway department (chief engineer of the railway) apply for the issuance of warnings in connection with the performance of the foreseen work?
5. Choose the right option to fence obstacles in the way
Ticket number 85
1. Permissible (not requiring elimination) deviations from the nominal gauge on straight and curved sections of the track: narrowing (-) / broadening (+)?
2. Which of the workers can transfer the centralized arrows from the station centralization post during shunting work?
3.Double-track haul equipped with PAB. At station A, the chipboard opened the exit traffic light for the train to depart for station B on the right track, and then blocked it due to the train not being ready for departure. What is the permission for a train from station A to depart from station A in the same direction from an adjacent track?
4. Who submits applications for issuing warnings for a period of more than 10 days?
